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BP-04-1066Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795- 204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector: Levrack, James Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Contractor. Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Building Department Comments CP Passed / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 2 of 2 , Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. BP2004 -1066 Owner CHARTER SCHOOL Contractor Subdivision/Project DOCTORS CHARTER SCHOOL Date Issued 12/27/2005/ RE ISSUED 09/10/10 CORRECT OCCUPANT LOAD Construction Type NEW SCHOOL Occupancy Load 995 11301 NW 5 Avenue Miami Shores FL 33138 - Location Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204• Fax: 305 -756 -8972 Permit No. BP 2004 -1066 Date: 1/30/06 Certificate of Occupancy The following address is issued a Certificate of Occupancy Name: MIAMI SHORES DOCTORS CHARTER SCHOOL Address: 11301 NW 5 AVE City Miami Shores State Florida Zip 33138 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: (Rev.9/29/2005) Claudio rande CBO August 21, 2008 To whom it may concern, BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 This letter will serve as certification showing that the plans attached to this letter are a certified copy of the original approved set of the Site Plans dated 6/11/04, for the Doctor Charter School located at 11301 NW 5th Avenue in Miami Shores, Fl 33138. The School was built in 2004 /2005 under permit no. BP -04 -1066 and a Certificate of Occupancy was issued on January 30, 2006. Claudio Grande CBO Building Official Miami Shores Village Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -1146 Printed: 10/20/2005 Page 1 of 1 Applicant: UNIVERSITY Owner: CHARTER SCHOOL JOB ADDRESS: 11301 N.W. 5 AVE Contractor AMERICAN WALKWAY COVERS Contractor's Address: Local Phone: Parcel # PARC2004 -27 11213600000Hfi;gal Description: Fees: Description Amount FEE2005 -12135 Building Fee $1,320.00 FEE2005 -12136 CCF $26.40 FEE2005 -12137 Credit Bond Fund ($1,320.00) $26.40 Total Fees: Total Fees: $26.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/31/2006 Construction Value: $44,000.00 Work: CANOPY Signed: (INSPECTOR) NOV 0 2 PAID i' r C'A -' In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: August 21, 2008 To whom it may concern, BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 This letter will serve as certification showing that the plans attached to this letter are a certified copy of the original Permit Set of Plans dated 7/30/04 approved for construction for the Doctor Charter School located at 11301 NW 5th Avenue in Miami Shores, Fl 33138. The School was built in 2004 /2005 under permit no. BP -04 -1066 and a Certificate of Occupancy was issued on January 30, 2006. audio Grande CBO Building Official Miami Shores Villag ROCS S NOt X.2006103*29 MIAMI-DADE COUNTY (,11:scE.1.1_t-INEotts ch I P'i 03/4 0 t'20k$5 OCIORS CHARIER SCHOOL-M. SHORES 1 301 N. W. 5 tl VE I AM I sHOV ES , FL REVIEW FEE YE COLIE EE DESCR I PI F IRE F053 FIRE FEE 3t10/200.5. 104..34 ..M.A.V.R AP 1050310001 RENZR ZAM CEN f AL A MIAMI-DADE COUNTY BUILDING DEPARTMENT 04/10/2005 10:34 RkOISIU : MIKAN CENARAL CASHIR :WRAP }8ANS0CTI0N #: 10503100016 PK0CIS0 PERMIT RE DUE M005104529 $239.25 ------------ CHECK TENDERED : $219.25 TOTAL : $239.25 (alai 1360E0 : $0.00 SL swag Vaal ,it awm sii is A 1111111 '11111111111111111 CAM •, �'IYA nw ONO ■r BEIPAVISIMESSII_ 1111i a 4-• r L- — I — �� N i D1liI 1111 + tram 71IIII -aim= nil ■ ■ -614 1 R CEOYED ? 7 7J% BUILDING O Miami Shores Village BUILDING STREET ADDRESS (Including Apt, Unit, Sude, and/or Bldg. No.) OR P.O. ROUTE AND 11301 N.W. 5 Avenue (Building 2) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROG ELEVATION CERTIFICAT Important Read the instructions on pages 1= QVI.B. No. 3067 -0077 ecember 31, 2005 SECTION A - PROPERTY OWNER INFOR CITY Village Of Miami Shores STATE ZIP CODE Fl 33168 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A portion of NW 1/4, of SE 1/4, of NW 1/4 Section 36 -52-41 and all of Lots 1 -5 and a portion of Lot 6, Block 1, New Miami Shores Estates, Plat Book 51, Page 80 of the Public Records of Miami -Dade County, Florida BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Non- residential LATITUDE/LONGITUDE (OPTIONAL) (# - ##' -44.4i#" or ##.#####f HORIZONTAL DATUM: 0NAD1927 0NAD1983 SOURCE: 0 GPS (Type):_ 0 USGS Quad Map 0 Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Village of Miami Shores/120652 B2 COUNTY NAME Miami -Dade B3. STATE Florida B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) (Zane AO, use depth of flooding) . 120250 J July 17, 1995 90 of 625/March 2, 1994 X . N/A B10. Indicate the source ct the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM 0 Community Determined 0 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ►5 NGVD 1929 0 NAVD 1988 0 Other (Describe): B12. Is the budding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ► - Finished Construcion *A new Elevation Certificate will be required when canstrudian of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Ai A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO Complete Items c3.-a -i below according to the building diagram speafied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used See Section D Does the elevation reference mark used appear on the FIRM? 0 Yes ► No ❑ a) Top of bottom floor (indudng basement or enclosure) 13.5 fL(m) a_ b) Top of net higher floor WA. ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) WA . _ft(m) o `. a d) Attached garage (top of slab) WA _ft.(m) 1.1.1 cct O e) L owest elevation of machinery and/or equipment servicing the buldng (Describe in a Comments area) 13.5 fl(m) ❑ f) Lowest adjacent (finished) grade (LAG) 12.9 fL(m) z' ❑ g) Ffighest adjacent (finished) grade (HAG) 13. 2 ft(m) ❑ h) No. of permanent openinc,Is (flood vents) within 1 ft. above adjacent grade 0 8 ❑ 7 Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) 4s?91 1" Z/ -o ff SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Raymond Young LICENSE NUMBER 5799 TITLEProfessional Surveyor and Mapper COMPANY NAME Craven Thompson & Associates, Inc. ADDRESS 3563 N.W. 53 Street SIGNATURE FEMA Form 81 -31, January CITY STATE Fort Lauderdale Fl DATE TELEPHONE ZIP CODE 33309 10-21-05 (954)739.6400 kink See reverse side for continuation. Replaces all previous editions IIMP—OI TANT: In these spaces, copy the conhasponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Una, Suite, and/or Bldg. No.) OR P.O. RATE AND BOX NO. 11301 N.W. 5 Avenue (Building 2) CITY STATE ZIP CODE Miami Shores Fl 331 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1) Bench Mark Reference: Dade Canty Benchmark No. 2115 - A brass disc in concrete catch basin, 0.4' N. of rim at the S.E comer of the intersection of N.W. 119 Street and N.W. 7 Avenue. Elevation= 11.51. 2) The lowest devotion of machinery and/or equipment servicing the building refers to the FPL transformer pad located west of Bui ling 3 ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the budding for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is — ft(m) — in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A ( without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in SecdiorsA, B, C, and Eare coffee tto the best of myknowledga. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TFI FPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 01. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authored by state or local law to certify elevation information. (Indicate the source and date of the devotion data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without aFEMA-issued or communityissued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft(m) — —ft(m) Datunn: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions BUILDING OWN it-MEWED IMO Z FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SO mart: Read the Instructions on pages 1- 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION Miami Shores Village BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 11301 N.W. 5 Avenue (Building 3) CITY Village of Miami Shores STATE ZIP CODE Fl 33168 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A portion of NW 1/4, of SE 1/4, of NW 1/4 Section 36 -52-41 and ail of Lots 1-5 and a portion of Lot 6, Block 1, New Miami Shores Estates, Plat Book 51, Page 80 of the Public Records of Miami -Dade County, Florida BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Non-residential LATITUDE/LONGITUDE (OPTIONAL) ( #f!°- ##' - ##.##" or ##.#####c) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Village of Miami Shores/120652 B2. COUNTY NAME Mrami -Dade B3. STATE Florida B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE = :. FLOOD ZONE(S) (Zone AO, use depth of loading) 120250090 J July 17, 1995 90 of 625JMardh2,1994 X . N/A B10. Indicate the source d the Base Flom ©evelon (BFE) data or base flood depth entered in B9. ❑ FlS Profile F2 FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ► NGVD 1929 ❑ NAVD 1 ' :. ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate MI be required when construction of the bwldng is complete. C2. Buldng Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is bring completed - see pages 6 and 7. If no diagram accurately represents the braiding, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the bwldng diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.. Datum Conrersion/Comments Beaton reference marls used See Section D Does the elevation referee mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (inducing basement or enclosure) 13. 5 ft(m) 1 ❑ b) Top of next higher floor WA . _fL(m) c) Bottom of lowest horizontal structural member (V zones only) WA . _fL(m) 5• 761 d) Attached garage (top of slab) N/A _ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment servidng the bwldng (Describe in a Comments area) 13.5 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 13.1 ft(m) zN g) Highest adjacent (finished) grade (HAG) 13. 3 fL(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 8 ❑ 1) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Raymond Young LICENSE NUMBER 5799 TITLEProfessional Surveyor and Mapper COMPANY NAME Craven Thompson & Assodates, In ADDRESS 3563 N.W. 53 Str SIGNATURE FEMA Form 81 -31, January 2 .03 CITY STATE ZIP CODE Fort Lauderdale Fl 33309 DATE TELEPHONE 10 -21-05 (954)739-6400 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 11301 N.W. 5 Avenue (Building 3) CITY STATE ZIP CODE Miami Shores Fl 33168 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) bulking owner. COMMENTS 1) Bench Mark Reference: Dade County Benchmark No. 2115 - A brass disc in concrete catch basin, 0.4' N. of rim at the S.E comer of the intersection of N.W. 119 Street and N.W. 7 Avenue. Elevation= 11.51. 2) The lowest devotion of machinery and/or equipment seMdng the building refers to the FPL transformer pad located west of Building 3 ❑ Check here . if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El . Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the bulking, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (chec( one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servidng the bulling is _ it.(m) _in.(cm) ❑ above or ❑ below (check one) the highest Ascent grade. (Use natural grade, 11 available): E5. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the comrnuniiys floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coact to the best ofmy lanowledge,. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 01. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or archtec t who is authorized by state or local law to certify elevation information. (Indic ate the source and date of the devotion data in the Comments area below.) G2. ❑ A community official completed Section E fora building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. ❑ Check here if attachments G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OC CUUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the bu ildng is: G9. BFE or (in Zone AO) depth of flooding at the bu ldlng site is: - -ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AND LIMITED WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 PURCHASER'S NAME AND ADDRESS: Tilt -Con Construction 1003 Orienta Avenue Altamonte Springs, Florida 32701 RECD / ENT'D DEC 1 9 2 TILT -CON TREATMENT SITE: 11301 NW 5 Avenue Miami Shores, Florida DEVELOPMENT: Doctor's Charter School PERMIT: N/A LOT:N /A BUILDING: 1,2,3 UNIT: N/A NUMBER OF STRUCTURES TREATED: 1 SQUARE FOOTAGE: 1700 BUILDING: Doctor's Charter School CHEMICAL: Cypermethrin PRODUCT: Demon TC DATE OF COMPLEUON:12 -02-05 1 YEAR WARRANTY Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions or conditions that affect the Company's obligation to retreat or repair damage , are a part of the contract. CO ACC BY: SE NO. 1752 ONTROL, INC.N Harve Smades, ' esident Revised on 10-01 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 -749 -8588 • FAX: 954 - 584 -6117 Subterranean Termite Treatment Limited Warranty Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Terms and Conditions During the term of your limited warranty, any further treatment found necessary due to evidence ofsubterranean termites (ExcludingFormosan Ter- mites) will be done free of charge to the covered structure(s), andanystructuraldamagenecessitating repairs (up to $1,000,000) caused by subterra- nean termites (Excluding Formosan Termites) will be paid by Accurate Pest Control Inc. Accurate Pest Control will annually reinspect the property only at your request. The limited warranty term shall be one (1) year from the date of completion. Accurate Pest Controh Inc. shall have the option of extending the limited warranty annually upon homeowners payment of annual renewal fee. Your contract covers all materials, labor; and service needed to control any active infestation of subterranean termites, Excluding Formosan Termites. A limited warranty holder can, at anytime during the warranty period, request consultation and advice concerning termites or other pest, at no charge to the owner: This limited warranty is transferable should the property be sold or otherwise transferred. Accurate Pest Control Inc. shall be notified in writing of new ownership of the property. 1. It is understood and agreed between the parties that this Agreement constitutes the complete agreement between the parties and the said agreement may not be changed or altered in any manner, oral or otherwise, by a representative of Accurate Pest Control, Inc. unless such alteration or change be in writing and executed by a corporate officer of Accurate Pest Control, Inc. under its corpo- rate seal. 2. Fences, Free - Standing garages, or other outstructures are not included unless speci- fied in writing. 3. Structural or mechanical defects such as wood -to- ground contact, stucco below grade level on Wood Frame Construction, brick veneer on CBS Construction which reaches below grade level, or wood form boards or stakes which have been left in the ground must be removed. This is conducive to sub- terranean termite infestation and may destroy the effectiveness of Accurate Pest Control, Inc. treatment, thereby permitting infestation to occur after the date of initial treatment. If such conditions are discovered it is agreed that the customer will be responsible for making such modifications as are necessary to correct the structural or mechanical defect (including providing at least a 6" gap between the stucco and the grade level) and Accurate Pest Control, Inc. will, upon completion of said modifications, provide additional treat- ment deemed necessary by the Company to control an infestation if it occurs. 4. Accurate Pest Control, Inc. liability shall be terminated should Accurate Pest Control, Inc. be prevented from fulfilling its respon- sibilicies under the terms of the Agreement by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow Accurate Pest Control, Inc. access to the premises for any purpose contemplated by the Agreement or the Guarantee, especially, including re -in- spection, whether such re- inspection was re- quested by the customer or deemed necessary by Accurate Pest Control, Inc. 5. This Agreement covers the designated property a.5 of the date of actual comple- tion. In the-event the premises are structurally modified, altered or otherwise changed after the date of treatment, this Agreement shall terminate unless prior written agreement shall have entered into between the owner and Accuiate Pest Control, Inc. to reinspect the property, provide additional treatment and/or adjust the annual renewal fee. 6. It is specifically understood and agreed that Accurate Pest Control, Inc. and the Property Owner are bound only by the terms of this Agreement and not by any other Representa- tions, oral or otherwise. 7. This is an optional warranty, renewable an- nually on the month in which treatment was initially provided. Cancf lled check is proof of receipt of payment. TI Company reserves the right to increase the nual fee. Revised October 1, 2003 TO: JOB: ADDRESS: INSULATION INSTALLATION CERTIFICATE I 0( 110 DATE: ,2-1 C6- tv1 S P 1 1 f` 1 LOT: ores, R The undersigned hereby certifies that insulation has been installed at the above described property as follows: 1. Exterior CBS walls have been insulated with Check One ( ) Spray on Cellulose to a thickness of inches, which thickness, according to the ( ) Fiberglass blankets manufacturer, ( ) Aluminum Foil Density will yield an "R" value of ( ) Other Exterior (Frame walls) have been insulated with Check One ( ) Spray on Cellulose to a thickness of inches, which thickness, according to the ( ) Fiberglass blankets manufacturer, ( ) Aluminum Foil Density rill yield an "R" value of ( ) Other i = , havOC been insulated with Check One ( ) Fiberglass blankets to a thickness of 0I inches, which thickness, according to the ( ) Fiberglass loose fill manufacturer, (`II I ulose S.A.B. Density `Pc will yield an "R" value of ) ) er Ceilings (Vaulted/Cathedral) have been insulated with Check One to a thickness of inches, which thickness, according to the manufacturer, Density will yield an "R" value of 3. Interior knee walls have been insulated with Check One to a thickness of inches, which thickness, according to the manufacturer, Density will yield an "R" value of 4. Garage partition walls of conditioned living areas have been insulated with Check One to a thickness of inches, which thickness, according to the manufacturer, Density will yield an "R" value of ( ) Fiberglass blankets ( ) Fiberglass loose fill ( ) Cellulose S.A.B. ( ) Other ( ) Fiberglass blankets ( ) Polyurethane ( ) Spray on Cellulose ( ) Other ( ) Fiberglass blankets ( ) Spray on Cellulose ( } Polyurethane ( ) Other MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows- Frame/Metal stud walls R-1 1(min.); CBS or Concrete walls R-3 (min.); by Energy Code requirements, See Energy Code Rev. 1/87, paragraph 903.2 (b) on page 9 -17, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the P.C.F. (lb/ft3) average of three (3) "DRY SAMPLES" of actual installation. LEEDFIREPROOFING & INSULATION, INC. Insulation Contractor 90- 5803 -I -X Insulation Contractor's CC# JAm.Q.S A, Cu tnr»iTt6S, T1/4)c. Builder's Name C61C 0 (,56gZ Builder's CC# Notary Pub/ c V '�1' Telly A. _ pie ra ��' ,y Cammissreu # mum �___ Matte loading Building ID: Building Address: Building Owner: Building Contractor: Date of Completion: RESTORATION PRESSURE CLEANING NG CONCRETE CERTIFICATE Miami Shores Charter School 11301 N.W. 5th Avenue, Miami Shores Miami Shores Village c/o Tom Benton James A. Cummings, Inc. 04/08/05 This certificate acknowledges that a Celcore lightweight insulating concrete composite system was completed at the location and on the date referenced above. This assembly was installed in accordance with the approved shop drawings and has average values based on heat flow down conditions as follows: CELCORE DECK SYSTEM Slurry Coat Fill EPS Insulation Board Lightweight Concrete Fill SUBTOTAL ROOF SUBSTRATES Exterior Air Film Interior Air Film Roofing Materials Concrete Deck SUBTOTAL Total Roof Area - For Built -up Roofing Only Average Average R" Value Thickness 0.35 10.59 2.78 I 13.72 I 0.25 0.92 0.33 N/A 1.50 0.25 2.75 2.00 N/A N/A N/A N/A TOTAL SYSTEM "R" VALUE Sheet Metal Co., Inc. Jam I Services 15.22 The forgoing instrument was acknowledged before me this 3 day James D. Engskow as Vice President of Technical :Lan ices for Latite ID: Personally Known 2005 by eet Metal Co., Inc. Rosalee Tucker, Notary State of Florida Fort Lauderdale Office: 2280 W. Copans Road • Pompano Beach, Florida 33069 Tel: (954) 772 -3446 • Fax: (954) 335 -5005 1- 800 -NEW -ROOF www.latiteroofing.com Lic.# CCCO25467 ovrtoP J AL- - L, /r��,�, MY COMMISSION # DD47v43340 EXPIRES: October OS, 2009 Naples, Fort Myers Office: 17413 Jean Street • Ft Myers, Florida 33912 Tel: (239) 985 -0049 • Fax: (239) 985 -0070 Ilia iO SYSTEMS RIM 3625 W BROWARD BLVD FT. LAUDERDALE, FL 33312 (954) 581 -0713 OFFICE (954) 581 -0788 FAX (800) 699 -4902 www.bbis.info • CKC056641 CERTIFICATION OF INSULATION INSTALLATION Building Permit # Statement of Compliance: 1360 N. GOLDENROD RD, STE. 8 ORLANDO, FL 32807 (407) 249 -8999 OFFICE (407) 249 -8025 FAX Job Address: Doctors Charter School Miami Shores Village Center 11301 NW 5th Avenue Miami Shores, FL 33168 We, the undersigned hereby certify that the thermal insulation has been installed in the above referenced building in compliance with the Florida Model Energy Efficiency Building Code, and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and `R' value as set forth below: Masonry Wall Insulation: Stud Wall Insulation: Manufacturer: DOW Manufacturer: Johns Manville Type: Thermax Sheathing Type: Unfaced Thickness: 3/4" Thickness: 3 1/2" `R' Value: 5.0 `R' Value: 11 Masonry Wall Insulation: Other Insulation: Manufacturer: Johns Manville Manufacturer: Type: Insul- Shield Type: Thickness: 1 1/2" Thickness: `R' Value: 5.6 `R' Value: Installed By: B &B Interior Systems, Inc. 3625 West Broward Boulevard Ft. Lauderda ', F,/ 33312 Authorized Signature: Date: oapOr- Insulation Contractor's CC #: CK- C056641 Builder: James A Cummings, Inc. Building Contractor's CC #: C. C O t' 5 i Z Certified On: (Date) Submitted to: yuilding Department on: SEAL (Date) METAL FRAMING • DRYWALL • ACOUS T' AL CEILINGS • DOORS/HARDWARE • EXTERIOR FINISH SYSTEMS STUCCO • PLASTERING • WATERPROOFING • CAULKING • SEALANTS • REPAINTS • LEAK REPAIR 07/29/2005 10:07 3053242439 au ot Jaellsom , pence. Tom: West Palm beach SOAR COLL W AND REPORT ram', — ANALYSIS Press 'tS/ **to (Paste 1of1/ Anatysie rdtCuijl e t Check all that app�►k a otter: SystetntOwnierl Narks: County: Collection Address: CoHaepon City: Comments: MIAMI BRANCH LAB PAGE 02/02 FRi( Np, ; 5956380 2B 005133 :28Phf P5 For Ugly IDA ❑ ?; LEAR PH .d. (L: J Sfe e RSJaetle+n animal rot et ice C Colod l 0detected sample does not meet the following NELAC r9gcirom Its: 131197 Collector Phone tt: Calleesltett System 1 D. NurtWaMs Wowing'nformstion /oust bo e� 9 OEPco,r, g act, �9 water rds Swam Phone Number of �abiet: y Ey p k ° ate box): -� J4GeRVa,fl r % rn Noneommunit r water system Nontrie tNOnearmunity Wined Use system 7 Pram WO l water 0 CI Other Type of 0 Compliance Semple (*heck appropriate 1?Cx): � Repeat Q �` 0 Wee Survey Omer An tests are performed M accordance with NEtAC standards. A s tabillS absent P Oa1ttoM preeenh, C= ccnftrl,lt MP a SM9222S *0; MTF a 92219 + ECtIvMUG; MMO/MUG = SM92238: t-IPC R SM 2f5a Name and Melling Address of Person to Receive Report DH 0058. tl/O4 'DEP Community & Ndntran.rnoncomtn. *4900 pop. not IryGtiedmp row or plant samples in mg. Satisfactory Ineomplate Collection information ;1 Repeat Samptea Required 1 Replocarti t Sam . tee Required pato R000rted: Reviewing Dirk: &W it r Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS 150308 Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): is Standard Cofiform Test O HPC O Other. System/Owner's N me:1 County: eve. Collection Address: 4 C .- C,. Collection City: NcV•1 .. Collection State: r, Collection Zip: Comments: 1-- °-5-OS The following information must be completed if requesting DEP compliance drinking water analysis System I.D. Number: System Phone Number: District: (3 Type of Supply (check appropriate box): ❑ Community water system 0 Noncommunity water system 0 Nontransient/Noncommunity ❑ Umited Use system 0 Private well Type of Sample (check appropriate box): O Compliance Main Clearance ❑ Repeat 0 Replacement 1V•5P I.D. N forigAM Only REVD MIAMI JUL 25 i 55 fli 905 Sample Rejection Criteria: Sample Preservation 0 not on ice °C Chlorine Check O detected 0 This sample does not meet the following NELAC requirements: Collector: Collector Phone #: 623 'al • 1)90 l 1.1 rw • 5421 otixt2.. 0 Bottled water 0 Other O Well Survey O Other To be completed by collector of sample To be completed b/ � Coll. No. Sample Point (Location or Specflc Address) Date Coll. Time Coll. Raw/ Dist. CI Res'd pH Analysis ethod: MF MTF 5i,�rl G HPC Non Coliform 1 - -I Colif• ` E.k:oli/FC Lab Number 10 VA b , . e,0 G 4 . • 11 11 ,II w . i t A r t t M . in 11. ; fount Dept. +I f Heaftn Lab comments/qualiflers Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD _ Other Disinfectant Analysis Certified Operator # All tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present; C = confluent MF = SM9222B + D; MTF = 9221B + EC /MUG; MMO /MUG = SM9223B; HPC = SM9215B Name and Mailing Address of Person to Receive Report DH 655, 6/04 *DEP Community & Nontran. /noncomm. < 4900 pop. not including raw or plant samples in avg. satisfactory O Incomplete Collection Information 0 Repeat Samples Required O Replacement Samples Required Date Reported: 07-2 7-0--5 te74.1.4.-aa _Pe //a' 1.b Reviewing Official/Title: 411 Broward Backflow Pevention (954) 418 -0026 P.O. BOX 1572 CFCO 19082 - CFCO 57390 Deerfield Beach, FL 33443 BACKFLOW PREVENTION ASSEMBLY FIELD TEST REPORT DATE S4 1- a NAME OF PREMISE: STREET ADDRISS: __I r 3 / LOCATION OF DEVICE: Art ‘ I,Dafte/eGC TYPE OF DEVICE: RP>15 D.C. 0 PVB SIZE: D 3' i . NUMBER MANUFACTURER: MODEL NUMBER: 375- SERIAL NUMBER. NOTE: ALL REPAIRS REPLACEMENT SHALL BE COMPLETED WITHIN TEN (10) DAYS REMARKS It HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF THE UNIT. TEST EQUIP] USED _ MIDWEST PASSED INITIAL TEST BY REPAIRED BY FINAL TEST BY CERTIFIED TESTER FAILED - REPAIR NEEDED CERTIFIED TESTER - ASSE # 5023 DATE CERTIFIED TESTER - IFCCC H02189 (White) Water Purveyor (Yellow) Plumbing Inspector EXP DATE EXP DATE MO I 3 DAY 31 YEAR 106 PRESSURE DROP ACROSS FIRST CHECK VALVE % . v PSI DOUBLE CHECK I REDUCED PRESSURE CHECK VALVE # 1 CHECK VALVE # 2 DIFFERENTIAL PRESSURE RELIEF VALVE PRESSURE VACUUM BREAKER INI- TIAL TEST 1. LEAKED 2. CLOSED TIGHT ❑ A 1. LEAKED 2. CLOSED TIGHT O ig , / OPENED AT LEIS. AIR INLET OPENED AT LBS. T, DID NOT OPEN ❑ DID NOT OPEN ❑ R E P A I R S CLEANED REPLACED: RUBBER PARTS KIT C.V. ASSEMBLY OR DISC O -RINGS SEAT SPRING STEM GUIDE RETAINER LOCK NUTS OTHER v ❑ ❑ ❑ ❑ ❑ 0 0 0 ❑ ❑ ❑ CLEANED REPLACED: RUBBER PARTS KIT C.V. ASSEMBLY OR DISC O -RINGS SEAT SPRING STEM.'GUIDE RETAINER LOCK NUTS OTHER e2 ❑ 0 ❑ ❑ ❑ ❑ 0 0 0 C C CLEANED REPLACED: RUBBER PARTS KIT R.V. ASSEMBLY OR DISC DIAPHRAGM SEAT SPRING GUIDE O -RINGS OTHER ❑ ❑ ❑ q ❑ q ❑ 0 ❑ 0 CHECK VALVE: LEAKED HELD AT 0 PSID CLEANED REPLACED: C.V. ASSEMBLY DISC, AIR ASSEMBLY DISC. C.V. SPRING RETAINER GUIDE 0-RING OTHER ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ FINAL TEST CLOSED TIGHT iii'j CLOSED TIGHT AC OPEN AT /S LBS. SATISFACTORY ❑ REDUCED PRESSURE NOTE: ALL REPAIRS REPLACEMENT SHALL BE COMPLETED WITHIN TEN (10) DAYS REMARKS It HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF THE UNIT. TEST EQUIP] USED _ MIDWEST PASSED INITIAL TEST BY REPAIRED BY FINAL TEST BY CERTIFIED TESTER FAILED - REPAIR NEEDED CERTIFIED TESTER - ASSE # 5023 DATE CERTIFIED TESTER - IFCCC H02189 (White) Water Purveyor (Yellow) Plumbing Inspector EXP DATE EXP DATE MO I 3 DAY 31 YEAR 106 MO 7 DAY I13I05 YEAR A4.44444 /110te:litilar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Permit No. BP2004 -1066 Date 8/2/2005 Temporary Certificate of Occupancy The following address is issued a Temporary Certificate of Occupancy Name. Miami Shores Charter School Address: 11301 NW 5 Ave City Miami Shores State Florida Zip 33138 This Temporary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed safe and ready to be occupied. Building Officials Approval: Titi See attached list for pending items: (Rev. $//02/05) 1 _Azov .1vcalitilar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Items to be completed for Final CO approval August 2, 2005 Miami Shores Charter School Permit No. 04 -1066 Contractor: James A. Cummings, Inc. Electrical: 1. Final Inspection approval on Low Voltage system. Plumbing: 1. Obtain Final Inspection for Lift Station. 2. Obtain Final Inspection on Irrigation system. 3. Installation of all vacuum breakers at all exterior bibs. Mechanical: 1. Submittal of Test and Balance Report to Building Department. Planning & Zoning: 1. Pending Completion of Landscaping & Site Plan Deficiencies. • Pink tabs are all undersized (10' min.) • Mahogany trees missing (none on perimeter or interior site) • Poinsettia trees undersized. (min.12') • Coco plum hedges & Street trees are missing. • No roof on open activity area, courtyard not according to plans and AC units on the roof, not on elevation drawings, they protrude above the roof. • Plans revisions required for Final CO. Building: 1. Complete Final inspection on metal canopy at Building 2 and 3. 2. Revise approved drawings showing all deleted items from the plans. 3. Obtain Final approval for CO from Metro -Dade Fire Rescue Department. 4. Submittal of Final as Built Surveys. 5. Submittal of Certificate of Elevation. 6. Submittal of Certificate of Insulation. 7. Submittal of Final Certificate of Soil Treatment. (as per FBC 104.2.6 & 1816.1.7) Acknowledged by: uQ9 (2-() Q.A/LA, 2 Spillis Candela DMJM 800 Douglas Entrance, North Tower, 2nd Floor, Coral Gables, Florida 33134 T 305.444.4691 F 305. 447.3580 www.spilliscandeladmjm.com August 1, 2005 Chief Building Official Miami Shores Villap Building Department 10050 Northeast 211a Avenue Miami Shores, Florida 33138 -2382 Re: Miami Shores Doctor's Charter School 11301 Northwest 5th Avenue Miami Shores, Florida 33138 -2382 Building Permit No.: BP04 -1066 SPILLIS CANDELA DMJM Peter J. Spillis, AIA Hilario F. Candela, FAIA Julio Grabiel, AIA Guillermo Carreras, AIA Donald Dwore, FAIA Dean K. Newberry, IIDA Jesus Cruz, AIA Deborah S. Klem Michael Kerwin, AIA Paul Reinarman W. Ronald Hunt, PE Jorge Iglesias, AIA Enrique J. Macia, AIA Sandy O'Neil Subject: Building Compliance for Miami Shores Building with Florida Building Code 2001. Dear Sir: Spillis Candela DMJMHN has requested and authorized the General Contractor, James A. Cummings, Inc. to deviate from the permitted construction documents in full compliance with Florida Building Code 2000 and FFPC/NFPA 101 -45 to provide appropriate signage at exterior gates in lieu of indicated panic hardware. General Contractor shall comply with FFPC/NFPA 101 -45, 7.2.1.4 under exception No. 2: "Where permitted in Chapter 12 through 42, horizontal sliding or vertical rolling security grilles or doors that are part of the required mean of egress shall be permitted, provided that they meet the following criteria: a) Such grilles or doors shall remain secured in the full open position during the period of occupancy by the general public. b) On or adjacent to the grille or door, there shall be a readily visible, durable sign in letters not less than lin. (2.5 cm.) high on a contrasting background that reads as follows: "THIS DOOR TO REMAIN OPEN" WHEN THE BUILDING IS OCCUPIED Florida License AA 0003298 AN AECOM COMPANY c) Door or Grilles shall not be brought to the closed position when the space is occupied. d) Door or grilles shall be operable from within the space without the use of any special knowledge or effort. e) Where two or more means of egress are required, not more than half means shall be equipped with horizontal sliding or vertical rolling grilles or doors. Sincerely, Mr. James Ko- bp, AIA Spillis Candela DMJMHN Florida License No.: #AA0003298 SPILLIS CANDELA DMJM Spillis Candela DMJM 800 Douglas Entrance, North Tower, 2nd Floor, Coral Gables, Florida 33134 T 305.444.4691 F 305. 447.3580 www.spilliscandeladmjm.com August 1, 2005 Miami Shores Village Building Department 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Subject: Doctors Charter School of Miami Shores Permit No.: BP04 -1066 Dear Sir: SPILLIS CANDELA DMJM Peter J. Spillis, AIA Hilario E. Candela, FAIA Julio Grabiel, AIA Guillermo Carreras, AIA Donald Dwore, FAIA Dean K. Newberry, IIDA Jesus Cruz, AIA Deborah S. Klem Michael Kerwin, AIA Paul Reinarman W Ronald Hunt, PE Jorge Iglesias, AIA Enrique J. Macia, AIA Sandy O'Neil Based on our observations during the construction of this building and to the best of our knowledge and belief the above described construction of the structural load bearing components complies with the permitted documents. Please feel free to call if there are any questions. Sincerely, W. R. Hunt P.E. Registration No. 19689 Special Inspector No. 0675 cc. A. Valino 5:\MolaJ\BldgDeptCertO80105. doc Florida License AA 0003298 AN AECOM COMPANY August 1, 2005 Claudio Grande Chief Building Official Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138 James A. Cummings, Inc. General Contractors Fort Lauderdale Office 3575 Northwest 53`d Street Fort Lauderdale, FL 33309 Phone: (954) 733 -4211 Fax: (954) 485 -9688 Re: Miami Shores Village Charter High & Middle School; Miami Shores Village Permit # BP04 -1066 Dear Claudio: We hereby request a Temporary Certificate of Occupancy (T.C.O.) for the above - referenced project. We understand that the following items are pending for Certificate of Occupancy (C.O.): Plumbing: Irrigation Final Inspection and installation of vacuum breakers at all hose bibs. Mechanical: Submittal of Test and Balance Report to Building Department. Building: Metal Canopy Final Inspection, submittal of revised plans reflecting Value Engineering plan revisions, approval of Final C.O. by Miami -Dade Fire Department, submittal of as -built surveys, Certificate of Elevation, Certificate of Insulation, and Certificate of Soil Treatment. We are requesting a ninety (90) day T.C.O. for completion of the above - listed items. Sin rely, JAM S Willia :e r President / Qualifier CGC 015592 WRD/jr West Palm Beach Office: 500 Australian Avenue South • Suite 110 • West Palm Beach, FL 334401 • Phone: (561) 655 -1982 • Fax: (561) 655 -1985 Central Florida Office: 1170 Celebration Blvd. • Suite 105 • Celebration, FL 34747 • Phone: (321) 939 -0583 • Fax: (321) 939 -1998 July 18, 2005 Officer in Charge Fire Engineering Bureau Miami -Dade County Re: Miami Shores Doctors Charter School Dear Sir or Madam: James A. Cummings, Inc. General Contractors Fort Lauderdale Office 3575 Northwest 53`d Street Fort Lauderdale, FL 33309 Phone: (954) 733 -4211 Fax: (954) 485 -9688 We hereby request authorization of a Temporary Certificate of Occupancy (T.C.O.) for the following building: Miami Shores Doctors Charter School 11301 NW 5 ' Avenue Miami Shores, FL 33168 Miami Shores Village Building Permit #: BP04 -1066 Fire Application #: 05321 -00005 The reason (hardship) that we are requesting a T.C.O. rather than a final Certificate of Occupancy is that Room #2103 (Resource Room) requires a secondary means of egress per NFPA 101 14.2.11.1 which was not shown on the approved plans; this room will not be occupied until changes are made to the room to comply with plan revisions prepared by the architect and approved by Fire Engineering; until that time, the door to the room will be permanently secured shut, no fumiture will be placed into the room, and the room will be marked with a sign reading "Do Not Occupy This Room." Additionally, plan revisions are required to incorporate several added signs and devices added to the fire alarm system by the Fire Department Inspectors. James A. Cummings, Inc. agrees to hold harmless the Miami -Dade County Fire Department from and against any liability arising from occupancy of the above - referenced building. We are requesting a ninety (90) day T.C.O. to complete the above - listed items and obtain C.O. Excepting the Resource Room, Lt. S. Hunt approved this facility for T.C.O. upon his last inspection on August 1, 2005. All means of egress shall be kept clear and accessible and all life safety systems will be maintained and operable at all times while the building is occupied. Sincerely, 17 A. Q. APPROVED FOR T.C.O. by Miami -Dade Fire P ep rtment William R. eFrerl `- Si. na ure CGC 015592 President / Qualifier Nam / Title WRD /jr CJ 62s West Palm Beach Office: 500 Australian Avenue South • Suite 110 • West Palm Beach, FL 334401 • Phone: (561) 655 -1982 • Fax (561) 655 -1985 Central Florida Office: 1170 Celebration Blvd. • Suite 105 • Celebration, FL 34747 • Phone: (321) 939 -0583 • Fax (321) 939 -1998 November 2, 2005 Officer in Charge Fire Engineering Bureau Miami -Dade County James A. Cummings, Inc. General Contractors Fort Lauderdale Office 3575 Northwest 53`d Street Fort Lauderdale, FL 33309 Phone: (954) 733 -4211 Fax: (954) 485 -9688 Re: Miami Shores Doctors Charter School Dear Sir or Madam: We hereby request authorization of Extension of Temporary Certificate of Occupancy (T.C.O.) for the following building: Miami Shores Doctors Charter School 11301 NW 5th Avenue Miami Shores, FL 33168 Miami Shores Village Building Permit #: BP04 -1066 Fire Application #: 05321 -00005 The reason (hardship) that we are requesting an Extension of the T.C.O. rather than a final Certificate of Occupancy is that the Fire Department Inspectors who conducted the T.C.O. Inspections required plan revisions for approval by the Fire Department prior to Final Inspection and subsequent approval for a Certificate of Occupancy (C.O.). The plan revisions were submitted to the Fire Engineering Bureau approximately one week prior to Hurricane Wilma but have not been reviewed at this time. The original T.C.O. will expire before the plan review can be completed and the building reinspected for C.O. James A. Cummings, Inc. agrees to hold harmless the Miami -Dade County Fire Department from and against any liability arising from occupancy of the above - referenced building. We are requesting a ninety (90) day T.C.O. Extension (effective this date) to complete the above- listed items and obtain C.O. All means of egress shall be kept clear and accessible and all life safety systems will be maintained and operable at all times while the building is occupied. erely, ES A. R. a = rrer sident / Qualifier CGC 015592 WRD /jr INC. APPROVED FOR T.C.O. by Miami -Dade Fire Department Signature Pr \J Z- J c.-t iz-L f (Tr. Name Title j l- Date West Palm Beach Office: 500 Australian Avenue South • Suite 110 • West Palm Beach, FL 334401 • Phone: (561) 655 -1982 • Fax: (561) 655 -1985 Central Florida Office: 1170 Celebration Blvd. • Suite 105 • Celebration, FL 34747 • Phone: (321) 939 -0583 • Fax: (321) 939 -1998 MIAMI-DADE FIRE RESCUE DEPARTMENT DATE 0 FIRE INSPECTION REPORT CONTINUATION OCCUPANT ).)0( TO/ti (-101`2i4I fCgoot_ ADDRESS // N. 4i/t' - 00005 fiRove-22 0 re?\1 J f101/ z.)-A-y I 72/4e‘& , 2. - S lid 14 Nv ) Os. k,1 4.7 te-e_Sdt,t/1(6.-: /1-0)-5-1-- 1 i3 1,0S 174T-4-&-;-, K4ki 1ai e .5-,e),9-07.1 Aro 4-1 k7-4 'etc A- Ar et-cot 1-4//— t4i- bt/4 -/-1 pc_ftiv n/ F-71-- PA-70 /.0 (fld)Y1 7 6 A- /65 o-)1 cot,/ fy d M' 0 1-c, 774 fi-e- / ... 7 4- c /4_ 77 oi 0 ( "t_ ,i1/6 /4-g 7777 (v1 (v 3 . L-/. wr 4-dio - 0.C3 Page___Lof I Pages 125.01-105 9/98 INSPECTOR 414 APar&alCompany November 2, 2005 Claudio Grande Chief Building Official Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138 James A. Cummings, Inc. General Contractors Fort Lauderdale Office 3575 Northwest 53`a Street Fort Lauderdale, FL 33309 Phone: (954) 733 -4211 Fax: (954) 485 -9688 Re: Miami Shores Village Charter High & Middle School; Miami Shores Village Permit # BP04 -1066 Dear Claudio: We hereby request an Extension of the Temporary Certificate of Occupancy (T.C.O.) for the above - referenced project. The reason that we are requesting an Extension of the T.C.O. is that the Fire Department Inspectors who conducted the T.C.O. Inspections required plan revisions for approval by the Fire Department prior to Final Inspection and subsequent approval for a Certificate of Occupancy (C.O.). The plan revisions were submitted to the Fire Engineering Bureau approximately one week prior to Hurricane Wilma but have not been reviewed at this time. The original T.C.O. will expire before the plan review can be completed and the building reinspected for C.O. by the Fire Department. We are requesting a ninety (90) day T.C.O. Extension for completion of the above - listed items. Sincc�erely, JA IV S A. illiam R. De r►' r 7 President / Qualifier CGC 015592 WRD /jr C. West Palm Beach Office: 500 Australian Avenue South • Suite 110 • West Palm Beach, FL 334401 • Phone: (561) 655 -1982 • Fax: (561) 655 -1985 Central Florida Office: 1170 Celebration Blvd. • Suite 105 • Celebration, FL 34747 • Phone: (321) 939 -0583 • Fax: (321) 939 -1998 Autou, Slot:Ellar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Permit No: BP2004 -1066 Date: November 3, 2005 Temporary Certificate of Occupancy The following address is issued a Temporary Certificate of Occupancy Name: Miami Shores Charter School Address: 11301 NW 5th Ave City Miami Shores State Florida Zip Code 33138 This Temporary Certificate of Occupancy is issued for the above address and is good for. ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. In order to obtain a complete Certificate of Occupancy some items must be corrected, scheduled/ passed inspection, and permits must be closed within the ninety (90) days of issuance of this temporary Certificate of Occupancy. If a complete Certificate of Occupancy is obtained within these ninety (90) days, the building is presumed safe and ready to be occupied. Building Official Approval: (See attached list for pending items) (Rev. 8/3/05 by MLD) Items to be completed for Final CO approval Some items below could already have been corrected, in order for the Final CO approval, all the disciplines below must request their Final inspection and obtain a Final approval. November 3, 2005 Miami Shores Charter School Permit No. 04 -1066 Contractor: James A. Cummings, Inc. Electrical: 1. Final Inspection approval on Low Voltage system. Plumbing: 1. Obtain Final Inspection for Lift Station. 2. Obtain Final Inspection on Irrigation system. 3. Installation of all vacuum breakers at all exterior bibs. Mechanical: 1. ,Submittal of Test and Balance Report to Building Department. Planning & Zoning: 1. Pending Completion of Landscaping & Site Plan Deficiencies. • Pink tabs are all undersized (10' min.) • Mahogany trees missing (none on perimeter or interior site) • Poinsettia trees undersized. (min.12') • Coco plum hedges & Street trees are missing. • No roof on open activity area, courtyard not according to plans and AC units on the roof, not on elevation drawings, they protrude above the roof. • Plans revisions required for Final CO. Building: 1. Complete Final inspection on metal canopy at Building 2 and 3. r,. Revise approved drawings showing all deleted items from the plans. 0. Obtain Final approval for CO from Metro -Dade Fire Rescue Department. 4. Submittal of Final as Built Surveys. mss°. Submittal of Certificate of Elevation. 4. Submittal of Certificate of Insulation. Submittal of Final Certificate of Soil Treatment. (as per FBC 104.2.6 & 1816.1.7) Acknowledged by: • .w..14{.JL.L..Ll N .11V1 V 1.3 * 1d..l6�i+fir,V Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED PERMIT APPLICATION a . 1 FBC 2001 m+ aster Permit No �� Permit No. BR l7f Permit Type (circle): Banding E ecti ical Owner's Name (Fee Simple Titleholder) MIAMI SHorz.e5 \ILLAeIE Phone # (305) 195 -2209 g Mechanical Roofing Owner's Address 10050 -1\t 2444 Av.. City MIAMI 5t4or.z.5 State F., Tenant /Lessee Name Zip 31 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES IV)1 NW 51-14 Ate. County Miami -Dade NO i Contractor's Company Name 'JAMES A. • C.UM ItNCS� 1N - • Contractor's Address 35`15 14W rJ a City: - AUbDAI-e. ° State �L Quniitier VIIL.LIAM R. 1el? tz. Zip (Coe) 5-- —75q.-34 15 . Phone # (<1-.) `733 -' 4211 Sr Zip State Certificate or Registration No. Certificate'' of Competency No. Architect/Engineer's Nance (if applicable) , $ Value of Work For this Permit APPteo %. ' 1 MilvL IOM Square Footage Of Work: 000 Type of Work: ❑Addition ❑Alteration XNew ❑ Repair/Replace ❑ Demolition Describe Work: PieeC..A ' At1t TILT -OP C.c>NC- tae"rr 5-teucTUti g. c 4A r • i-t1GH At■D kDPt -E. 5�t-1oo1.... Submittal Fee $ Notary $ Scanning $ Radon $_ t ** ***********************Fees* *** * *** * *, ***Fees* Permit Fee $ * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ Code Enforcement $ Total Fee Now Due $ CCF $ b (1(1 CO /CC Technology Fee $ Zoning $ond $ °"� Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name (if applicable) SA -sC,.p e_o IVtPAi4Y a Arvi a%aA Bonding Company's Address City 6tL -i t AL . N. R>gaN>7 liN..vn) IO-n -t FLoote State CA Zip Q 12.03 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r ■ Signature Signatlu Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befo j�e �me this 10 day of , 20 , by `T` day of Feb , 20() by`IV 1 ( 1, Q q .r re who is personally known to me or who has produced who ' : pe Rona known to me or who has produced MCI As identification and who did take an oath. t * `!► • • �, s identification and who did take an oath. NOTARY PUBLIC: NOT • ' Y PUBL Sign: Sign: Print: Print: My Commission Expires: � ires a _ s2007 p.t(antic Bonding Co..,Inc My Commission * * * * * * * * * * * * * * * * * *: * * ** * * ** * * * * * * * * ** * *** * * * * * * * * * * * * * * *** ** :** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: Cho 05/13/03 APR 252a Plans Examiner Engineer Zoning RECEHV Au3 0 2004 Miami Shores Village Building Department, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ® PERMIT APPLICATION FBC 2001 Permit No. Master Permit No:, Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) MI c� reS Y 1 11oL e, Phone # Ownepr's Address 1t COSO \\1E �,Y' f )J1f 1l e City 1' 11 Q!(Y11 �V 0r State - q.s - aao7 Zip 33(38 Tenant/Lessee Name Phone # Job Address (where the work is being done) ` e _ f� `✓ City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X. Contractor's Company Name Goole Pt.. CutAnYis £l,C Phone # 3OS - Cj 4 S 1'( (p Contractor's Address 357s N l),) SY0 572e City FA' La erC a [i State FL Zip 3330cl Qualifier State Certificate or Registration No. ` Certificate of Competency No. Architect/Engineer's Name (if applicable) 50 (`115de�� Dpuvl Phone # 8 -3o& y, 41..3433 $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ['Alteration New 0 Repair/Replace ' ❑ Demolition Describe Work: C C ®( . oth'r t ddi e t+Sc V"im. ****************************Fees**,***** * , *** ** ********** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ d OC, ore `t /Oth. ec -F 50 vn ' X2 5-0' co Total Fee Now Due $ (Continued on opposite side) F-401,0 1) aI36- 600 -0066 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ` d ofd Owner or Agent The foregoing instrument was acknowledged before me this day of i Kquse- , 20 Oki , by TOM 8 16 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** Barbara A Estep Signature Contractor The foregoing instlument was acknowledged before me this 13 day of i CIO who is personally known to me or who has produced id identification and who did take an oath. 203, by u 111 r! NOTARY PUBLI Sign: Print: 78470 0,,,,o44 Expires March 29, 2008 My Commission • Expires: 'i�AP Pti' * * * * * * * * * * * * * * * * * * * * *> ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *rte. *I * * * * * ** n#DD231984 ru ng Co., Inc. ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** APPLICATION APPROVED BY: Chc 05/13/03 -1/145" 3'/1-44 GT • Plans Examiner V i Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): 41- Permit No. J.r Permit No. 0(J-1- - I OG(4) Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) M CAM e5hOreS ; I (Q3e. Phone # (.7Z,Z)).--795 - Owner's Address t O3O LE ecr A. Aeroe.. City 1--Y,cov\°‘ ,31-\12)re. State L. Tenant/Lessee Name fl Zip Phone # Job Address (where the work is being done) 1 k b.0 Lo 5-vh, r qe_r.,0e City Miami Shores Vill County Miami-Dade Zip 31 (ob Is Building Historically Designated YES NO X. Contractor's Company Nameacet-rse R tr, I.rc. Phone # C34 73- (--tQ I Contractor's Address 3515 ree City F4 . Lcx.,utthe,(-ckcxkQ. State F L. Zip 3 (IA Qualifier O.% '1/4‘ arc\ R. C State Certificate or Registration No.C.GQ.— O t 5 ER eD, Certificate of Competency No. Architect/Engineer's Name (if applicable)5p; t eckivz\e‘cx, Phone # .(306)14z-3rt-k- 14--(0Ci 1 $ Value of Work For this Permit 101/4-r\ Re' or Square Footage Of Work: Type of Work: DAddition ['Alteration EgiNew 0 Repair/Replace 0 Demolition Describe Work: cxn '; (:)r\S Ceck 0-C_thecA, E.■( '■ r+. -1Z1 ° 0 • Submittal Fee $ Notary $ Scanning $ Code Enforcement $ **************************** ** Fees** ************** ****** • Permit Fee $ CO/CC CCF $ Training/Education Fee $ Radon $ Technology Fee $ Zoning Bond $ Structural Plan Review. $ 50 Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) SDLPseco M5oicknce. QM (NI <DC (d cr.ec ; Bonding Company's Address �� , �C'©.r . 1 ®h -Floor City dc..ke,_ State �,(�i . Zip C 1 ,Q` Mortgage Lender's Name (if applicable) tr■ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 ' by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: As identification and who did take an oath. * * * * * * * * * * * * *** * * * * ** JAMES A ? C s a S, Signa R. De er, President Contractor The foregoing instrument was acknowledged before me this day of December , 2005 , by who is personally known to me or who has produced 9th as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir ri�Y .t __Notary Public State of Florida "kistine Pollack �▪ 0 tvly Commission DD404964 s. of FL• ° Expires 04/15/2009 * **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 %7 n/2-0/;,c Plans Examiner Engineer Zoning Issue Date: 12/27/2005 Owner's Name: CHARTER SCHOOL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/27/2006 Permit Type: Commercial Construction Work Classification: New Job Address: 11301 5 Avenue NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor Comments: PLAN REVISIONS REQUESTED BY MIAMI SHORES BUILDING DEPARTMENT FOR C.O. Additional Information Type of Construction: NEW SCHOOL Stories: Front Setback: Left Setback: Plans Submitted: Certification Date: 12/27/2005 Bond Retum : Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1066 Phone: PARC2004 -27 1121360000060 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 0.00 Footer Column Pads Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Final Final Building Fees Due Miscellaneous Fee Plan Review Fee (Engineer) 14 c_44- Total: Amount $75.00 $50.00 ($125.00) $0.00 Building Department File Copy Applicant Signature Invoice Number CC -12 -05 -23258 Total: Amt Due $0.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village Building Department Permit No. Page 1 of 1 4/12/05 THIRD CRITIQUE MIAMI SHORES CHARTER SCHOOL BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1066 1. Need two sets of civil plans approved by WASA and DERM. 2. Provide design pressures for all openings. Design pressures must be provided for each specific opening, a formula to calculate the pressures is not sufficient (S1.0.00). FBC 2411.3.1.4 The following can be submitted after plan approval: two sets of NOA's for all openings, electrical, mechanical, plumbing, roofing permits. CURTIS CRAIG 4/12/05 305 - 795 -2204 C41 Led v\TIAA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Page 1 of 2 3/14/05 SECOND CRITIQUE MIAMI SHORES CHARTER SCHOOL BUILDING CRITIQUE SHEET Plans must be approved by DERM. .Indicate on the plans if you are choosing to comply with any OK of the requirements of FBC section 423 Public Education Occupa i c . If yes, note which ones. If not, add statement on plan . f.4a.0 f 3 Submit permit applications for electrical, mechanical, plumbing, roofing, site work (civil). 4. Submit letter of intent from engineer that will inspect and certify the structural components of the buildings. Provide lumber grade and species of fascia board and fascia br- attachment to metal trusses and 3 "x 8" cedar truss tail attachment to metal truss section 3/S5.0.03 c h5 -p. of `Submit two sets of NOA's for all openings. FBC 1626.1 Provide design pressures for all openings. FBC 2411.3.1.4 *1.0. 00 uilding 1 is a type IV protected building. State on plans the 1 hr fire protection system for floor, floor /ceiling, roof, roof/ceiling and column protection. FBC table 600, FBC 104.3.1.1. 1.S.o( BP 04 -1066 1 Page 2 of 2 Provide details and fire protection system for 1 hr shaft in bathroom or provide fire rated penetration assembly th ugh second floor. FBC 104.3.1.1 rovide fire stopping details for penetrations in 1 hr ceiling /floor assembly. FBC 705.5 Vtj Y'Ce OP A 5‘ e'r0) PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECT 2. REMOVE OLD PAGES FROM SUBSTITUTE WITH CORRECTED A.MARK OLD PAGES "VOID" FACE OF EACH SHEET. IONS. ALL PLANS AND PAGES. ON THE ON THE B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/14/05 305 -795 -2204 Miami Shores Village Building Department Permit No. Page 1 of 3 8/12/04 MIAMI SHORES CHARTER SCHOOL BUILDING CRITIQUE SHEET AirzAiLetA 8 \Y 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1066 1. Submit a soil boring report. 2. Plans must be approved by Miami -Dade Office of Elevator Safety. 3. Plans must be approved by Miami -Dade Fire Department. 4. Plans must be approved by DERM. 5. Indicate on the plans if you are choosing to comply with any of the requirements of FBC section 423 Public Education Occupancy. If yes, note which ones. If not, add statement on plans. 6. Submit permit applications for electrical, mechanical, plumbing, roofing, site work (civil). 7. Submit letter of intent from engineer that will inspect and certify the structural components of the buildings. 8. Provide an accessible route from the public sidewalk to an accessible building entrance sheet A1.1.01. FAC4.1.2(1) 9. Provide lumber grade and species of fascia board and fascia attachment to metal trusses and 3 "x 8" cedar truss tail attachment to metal truss section 3/S5.0.03 10. Submit two sets of NOA's for all openings. FBC 1626.1 11. Provide design pressures for all openings. FBC 2411.3.1.4 Page 2 of 3 12. Address structural comments. 13. There is no cut section 5/5509 as noted on S2.2.13. 14. S2.2.11 denotes a column 7, there is no column 7 on column schedule. 15. Provide a foundation (column and roof framing plan) for canopy walkway areas on structural plans. FBC 104.3.1.1 16. Provide dimensions on structural plans. MD Sec. 8 -10 17. Provide a bond beam /tie beam on dumpster wall. Also provide wall height on structural plans. FBC 104.3.1.1 18. Plans are missing sheet A2.2.11, A2.2.21, A2.2.31, 1st floor plans for buildings 1, 2, 3. This is required for a complete review. FBC 104.3.1.1 19. Building 1 is a type IV protected building. State on plans the 1 hr fire protection system for ceiling /floor, ceiling /roof and column protection. FBC table 600, FBC 104.3.1.1. 20. Provide framing details for suspended gypsum ceiling. FBC 104.3.1.1 21. State on plans the 1 hr fire protection system for ceiling of janitor closet as noted on plans. FBC 104.3.1.1 22. Submit floor and roof shop drawings. FBC 104.3.1.1 23. Provide details and fire protection system for 1 hr shaft in bathroom. FBC 104.3.1.1 24. Provide a cut section and show roof of star well #2 on S2.2.13 that was left blank. FBC 104.3.1.1 Follow the procedures on page 3 for the re- submission of corrected plans, including providing an errata sheet with corrected plans. Page 3 of 3 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 8/12/04 305 - 795 -2204 a Miami Shores Village Building Department SZci9 STRUCTURAL CRITIQUE SHEET )74 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0* /Do Cv Job Name 464rr School 1/30) ma 5 Ave_- X15- / irci ki e(71 s G),211 /71e ce, See ',tem 6 of f / 6/'4 Reu `e W. $/2 W 1124/ CO/S, �'%2umen f G �� G�'o o r.f751 �i rs�°r3 :�� � A A ce'e oca�I✓lgf MI-aril eve #4/41-Aii /"s ref;Sled b memen 1A141/ rJak7e /5. Prod-/ �1lvrni` 5 4 6clind -9- mss/ fr 4411l0us( dOdrs 57 I' n4. fh/h ev-5 fa 5ei6 r74fcdo filay 4-6 car -Her inn/r -i-4 evve, ` . ' r , Miami Shores Village Building Department 0 MHO 5kms Pours C1444,A,5d/wE9-e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 4 s ®6 4 Job Name OOc /i -s Gh &v /er fc -A, FTv70044 27.4. � STRUCTURAL CRITIQUE SHEET PAY-ed -* C°44 Feed ainr1 -e- c ira---thic4,/ /e-9 / 71) ®f 5 6) No es ¢ oy2 $L 2, // drre, incon'!ifof� fie., i1e ed Soy`/ Awe av /oK Wiz / Rep -er ✓ g Orz faun dam. - ,-4 fm) 6 //jer /--®I AIh2ens /er2s- Ex/rrior Avf -iny Cs3eo60o) - ,p of Tf'e/ 1T .1140/41d be fneja, /(er be / Pig►, (ne,/ /1° r �av�e t evi 51,2-//), • LUi M (" mile p/u. " e-ort-e , cory e-r-1 ea i- e le exec S-eel tv i "ni vi , s'f - a e x /ri sr r de,LL 7 is chanle 4u.eatel oL (fmac/ mil r t4el Sec c, �7 /55-act/ -shear Mai beg In CofC. ,d-5/in dude p'es1s faP)ct!, h®r j ` fl%rusi ®r floped V J do 2, 2 , 2 z , s heidv- yr6ua G2p // �J�' /a°?c s tzT 7 `yid i c a � g%P reitchi€n poinf5 1. T7eits4 chop a / V/e.cveet acid ap r ed ''6ts v Layout Oestn .II ieri�" by 6n a oF- rd 1\61C ie I i ear 5-2,z iLe. U o V /On cli s I/-e-r play), n o & see, a "F Show f/an where S 'ee, g/$5, e4-- / cu f 5640441' 171-adu-c- Appre a /'z- 21I Oodrs, (alii4 docus, ryru /IrMhs,, Sha#ers, e/, day he Amer Cron, vz /s at/et /--evicti of a6ove, Miami Shores Village Building Department i i�M PeiA, dbl �- 48S` 6486 FAI,J2S 4.0 ecovv4A-ckt_ tWAf- MIAMI SHORES CHARTER SCHOOL BUILDING CRITIQUE SHEET Ac PRO ceiw Permit No. Page 1 of 4 8/12/04 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1066 1. Submit a soil boring report. 2. Plans must be approved by Miami -Dade Office of Elevator Safety. 3. Plans must be approved by Miami -Dade Fire Department. 4. Plans must be approved by DERM. 5. Indicate on the plans if you are choosing to comply with any of the requirements of FBC section 423 Public Education Occupancy. If yes, note which ones. If not, add statement on plans. 6. Submit permit applications for electrical, mechanical, plumbing, roofing, site work (civil). 7. Submit letter of intent from engineer that will inspect and certify the structural components of the buildings. 8. Provide an accessible route from the public sidewalk to an accessible building entrance sheet A1.1.01. FAC4.1.2(1) 9. Provide lumber grade and species of fascia board and fascia attachment to metal trusses and 3 "x 8" cedar truss tail attachment to metal truss section 3/S5.0.03 10. Submit two sets of NOA's for all openings. FBC 1626.1 11. Provide design pressures for all openings. FBC 2411.3.1.4 Page 2 of 4 12. Address structural comments. 13. There is no cut section 5/5509 as noted on S2.2.13. 14. S2.2.11 denotes a column 7, there is no column 7 on column schedule. 15. Provide a foundation (column and roof framing plan) for canopy walkway areas on structural plans. FBC 104.3.1.1 16. Provide dimensions on structural plans. MD Sec. 8 -10 17. Provide a bond beam /tie beam on dumpster wall. Also provide wall height on structural plans. FBC 104.3.1.1 18. Plans are missing sheet A2.2.11, A2.2.21, A2.2.31, 1st floor plans for buildings 1, 2, 3. This is required for a complete review. FBC 104.3.1.1 19. Building 1 is a type IV protected building. State on plans the 1 hr fire protection system for ceiling /floor, ceiling /roof and column protection. FBC table 600, FBC 104.3.1.1. 20. Provide framing details for suspended gypsum ceiling. FBC 104.3.1.1 21. State on plans the 1 hr fire protection system for ceiling of janitor closet as noted on plans. FBC 104.3.1.1 22. Submit floor and roof shop drawings. FBC 104.3.1.1 23. Provide details and fire protection system for 1 hr shaft in bathroom. FBC 104.3.1.1 24. Provide a cut section and show roof of star well #2 on S2.2.13 that was left blank. FBC 104.3.1.1 Page 3 of 4 Continued Critique when missing pages inserted. 8/23/04 25. A2.2.21 does not denote door types. 26. Provide fire stopping details for penetrations in 1 hr ceiling /floor assembly. 27. Provide calculations for occupant load figures on A1.3.01. FBC Table 1003.1 requires classrooms to an occupant load of 1 person per 20 SF. Follow the procedures below for the re- submission of corrected plans, including removal of old sheets, inserting new ,corrected sheets and providing an errata sheet with corrected plans. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECT 2. REMOVE OLD PAGES FROM SUBSTITUTE WITH CORRECTED A.MARK OLD PAGES "VOID" FACE OF EACH SHEET. IONS. ALL PLANS AND PAGES. ON THE ON THE Page 4 of 4 B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 8/23/04 305 - 795 -2204 Miami Shores Village Building Department STRU*RAL 5./r/A-ciaral c494.-al (2) See fit 6 of efe1/41/44 moment eze,,a,e;4, Mats/ ar- pai4c 1 5 . P,-ad +fp- Sha,#* &PI frz4 i4a'y I tar (17/15' 10 r'e 5 is re5/ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No 04 - /Dodo Job Name 6/7,4rie-r c h efo //3 A,14il 5 Avc„ TIQUE SHEET " 1f) er 71 544. iv11;/2/e.d1 Iv, show' Med ceils,f 17 a tie 4144 6.6 hag' 51 her/34'1-1'17J e-d by Me i e n i fh-e w1nek-k-)5, s.4a,p)427qed, er cemmedih rev; a//.67;-e s,. de,Ori "744 • Miami. Shores Village Building Department Szc(9,/v•Ci STRUCTURAL CRITIQUE S H EMT )7'54 21'' Sl° ir6 X/-'-f ,r / '/ t /a /i t7745 . all 5.44 in2l e ce • 6) See fleeri C of ff / /jz Revieiv. Jfowr Mete co /sr ,..ka ve in n 1 c fir. c-if4 to re /3"/ h o rr3r. i1 _ 4 f�'6 ,, Mras /r ®r #j7414 Q5 if , e5)51r..i by m irnen 1:4 i-he OPro +fir-tyvi,4 Wiv!41 -0 3 '144e-11/G;(5/ deer-it sAr -ym. fh, Heev-S "et 54-ekili i /Scd, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O4 - /DO d Job Name ,4rbr' School //30./ ,rAJ 5 f✓c-- ii4ay GEC Ap -lher e' 9 2lyr ii7 5 GGNe4" V .)/e- -' d' 4r& , Miami Shores Village Building Department Permit No. Page 1 of 2 3114/05 SECOND CRITIQUE MIAMI SHORES CHARTER SCH 'OL BUILDING CRITIQUE SHEE 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 1. Plans m 2. Indicate of the requ Occupancy. on plans. 3. Submit permit appli plumbing, roofing, site 4. Submit letter of intent fro certify the structural com 5. Provide lumber grade an attachment to metal tru attachment to metal 6. Submit two sets of NO 7. Provide design press 8. Building 1 is a type 1 hr fire protectio roof/ceiling and c 104.3.1.1. st be approved by DERM. the plans if you are cho ments of FBC sectio I' es, note which o BP 04 -1066 sing to comply with any 423 Public Education es. If not, add statement tions fo electrical, mechanical, ork ,'civil). i !engineer that will inspect and of the buildings. spec' of fascia board and fascia es and 3'' :8" cedar truss tail s section 3/S . .03 s for all opening; FBC 1626.1 es for all openings. • C 2411.3.1.4 protected building. S to on plans the system for floor, floor /ce roof, umn protection. FBC table 6 �., FBC Page 2 of 2 9. Provide details and fire protection system for 1 hr shaft in bathroom or provide fire rated penetration assembly through second floor. FBC 104.3.1.1 10. Provide fire stopping details for penetrations in 1 hr ceiling/floor assembly. FBC 705.5 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECT 2. REMOVE OLD PAGES FROM SUBSTITUTE WITH CORRECTED A.MARK OLD PAGES "VOID" FACE OF EACH SHEET. ION S. ALL PLANS AND PAGES. ON THE ON THE B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK TH N, FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHIT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/14/05 305 -795 -2204 Miami Shores Village Building Department Permit No. Page 1 of 4 8/12/04 MIAMI SHORES CHARTER SCHOOL BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1066 bmit a soil boring report. ,2( Plans must be approved by Miami -Dade Office of Elevator Safety. Plans must be approved by Miami -Dade Fire Department. Plans must be approved by DERM. Indicate on the plans if you are choosing to comply with any of the requirements of FBC section 423 Public Education Occupancy. If yes, note which ones. If not, add statement on plans. Submit permit applications for electrical, mechanical, plumbing, roofing, site work (civil). Submit letter of intent from engineer that will inspect and g p certify the structural components of the buildings. & Provide an accessible route from the public sidewalk to an 0 accessible building entrance sheet A1.1.01. FAC4.1.2(1) 9. Provide lumber grade and species of fascia board and fascia attachment to metal trusses and 3 "x 8" cedar truss tail attachment to metal truss section 3/S5.0.03 0) Submit two sets of NOA's for all openings. FBC 1626.1 Provide design pressures for all openings. FBC 2411.3.1.4 Page 2 of . Address structural comments. There is no cut section 5/5509 as noted on S2.2.13. )4. S2.2.11 denotes a column 7, there is no column 7 on column schedule. Provide a foundation (column and roof framing plan) for canopy walkway areas on structural plans. FBC 104.3.1.1 Provide dimensions on structural plans. MD Sec. 8 -10 Provide a bond beam /tie beam on dumpster wall. Also provide wall height on structural plans. FBC 104.3.1.1 Plans are missing sheet A2.2.11, A2.2.21, A2.2.31, 1St floor plans for buildings 1, 2, 3. This is required for a complete review. FBC 104.3.1.1 river I Cher/C4-&-i Building 1 is a type IV protected building. State on plans the 1 hr fire protection system for ceiling /floor, ceiling /roofed f and column protection. FBC table 600, FBC 104.3.1.1. IA:Provide framing details for suspended gypsum ceiling. FBC 104.3.1.1 State on plans the 1 hr fire protection system for ceiling of janitor closet as noted on plans. FBC 104.3.1.1 Submit floor and roof shop drawings. FBC 104.3.1.1 21 Provide details and fire protection syste m for 1 hr shaft in bathroom. FBC 104.3.1.1 o r p to& iC ^z- *led Provide a cut section and show roof of star well #2 on S2.2.13 that was left blank. FBC 104.3.1.1 Page 3 of 4 Continued Critique when missing pages inserted. 8/23/04 2.21 does not denote door e typ s. ;Provide fire stopping details for penetrations in 1 hr WA-1 1 ceiling /floor assembly. 19c- 5. 5 .Provide calculations for occupant load figures on A1.3.01. FBC Table 1003.1 requires classrooms to an occupant load of 1 person per 20 SF. Follow the procedures below for the re- submission of corrected plans, including removal of old sheets, inserting new ,corrected sheets and providing an errata sheet with corrected plans. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. Page 4 of 4 B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY. STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 8/23/04 305- 795 -2204 7".t At lot o ,lt2gwws iFbl s�rv�c- ur4-1 4H0146. hz n�alz.��s t./civdt y .,, Skri N,i � i� ,1.at"eA44if-1 F6C Eo6_ STRUCTURAL CALCULATIONS DOCTORS CHARTER SCHOOL SCP JOB #032113050 SPELL'S, CANDELA & PARTNERS, INC. + 800 Douglas Road Coral Gables, Fl. 33134 305/444 -4691 W. Ronald Hunt, P.E. Florida P.E. #19689 InVED FEB 2 4 2005 JAM ° CUMMINO$, INC. JOg SITE STRUCTURAL CALCULATIONS DOCTORS CHARTER SCHOOL SCP JOB #032113050 SPILLIS, CANDELA & PARTNERS, INC. 800 Douglas Road Coral Gables, Fl. 33134 305/444 -4691 W. Ronald Hunt, P.E. Florida P.E. #19689 7..Gb CG689SGS0E Miami Shores Village Building Department 8t :St 1700E-90 -9f U3 10050 N.E2xzd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Far {305) 756.8972 Permit No. 04- /a 66 Job Name !dc lees aletplieJ 044 .)1iA STRUCTURAL CRITIQUE SHEET V Need `' pM4 s -ra.. zeri / ca/T./Ala // a i s r it leir4 0 e)-1 5'2, 2.1/ Ore. /ila:9'lle2%.Q4e, , iv' ed r`l Star ]te men dyc�, y r. -poi/ Re 1-.1, ('ir an f emze4 ii 46 A-4.11;.7 /r'bf t ys J -512-ow- oat. Celli b /?JI r4rtr7 etz sio/f ® L x u ivr rJV a,a &)/-1;11 l 5 3 0! o) '�' �N al 7601/;11 5. J l u J d be. �l'». G �e e n. r /2 ,•cir .r 2 frri . 2.2,1 einvr�r 11 .. tour Goa dale plus 34 c. , rVe..r j /e w be f zi11'1 TSB 1 I LJ hi- Sec,.. ,7 /55; d e of l _show Ma/ helm 1 cob. d6st4h /1 _elude i-'esis 1Ga.oc,„ liar, L ihra574 0/ ."loped lU #2 $2,2122 „phew' Yli r / C 5 / r e l Ovi 1,o1,1 f 5 , • "runs shop T2415. /a. 6 - revl e• veat.- artd aiprieved �`e s la Lay Pei L%, .I e `" b erL yr, -• oF-12e�ord 1 pryer, v .suhkr/i Ha.l Iv Ol a _Dept vvo C 52.Zs 6 A e a above, ©i1 CI z 1/ r Pla n i n a ke .iz%G. 5/S5'• o, o4 Skew on elan where- Se-e,8/55,4,04- fs Gu l^ 5441'1441. lt�trodc� -/ �•��"l'r.°•vts 1 - Door'$, j, / dowse mullie;n51 jkrrri .Shu 'Aer5, e , ,gay 6e APMer cofrn car./$ after Yevjew of et6o/e, T000 £017.0N E£SELbfS0£6 F dSellIA S3?IOHS I Wti I W 20 : S t b00? 1,'80 p' `scandela DMJM 800 Douglas Entrance North Tower, Second Floor Coral Gables, FL 33134 T 305.444.4691 F 305.447.35 www.scpmiami.com memorandum Date: August 26, 2004 To: Building Department From: Ron Hunt Subject: Responses to structural comments from Structural Critique sheet dated 8 -6 -04 Distribution: Tania Tzamtzis 1- Please see attached calculations. 2- Please refer to drawing S2.2.11 3- Please see attached soil report and soil statement on S.1.000 4- Please refer to drawings 5- Please see foundation plans 6- Resistance to horizontal thrust is provided at top of sloped panel, section 6/S5.0.01 7- Please refer to sheet S2.2.22 8- Please refer to foundation plan 9- Please refer to sheet S2.2.32 10- Contractor to provide when suppliers are selected Spillis Candela DMJM Project Docforls Chorkr• 6clr,aal Subject aL)i )di T'?C;i Location M Q1111 •bre5 \!i 1105 C) rL Contract D3 2,1 3C75 p Cont. no. 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Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:13 AM Checked By: 4111 Reactions, By Combination LC Joint Label X Force (k) Y Force (k) Moment (k -ft) 1 N13 1 N19 -.046 1 N25 -.588 "L 190.404 189.116 162.059 0 0 0 1 Totals: 0 1 COG (ft): X: 99.183 :5 z .3 + 4, 5 41 -rt 1+24-,2..5+ 24x. ) IPNActk'oQ = IZ, I(X ISO /I'.NX 30'x 10+ Ica x24x ISo /IULIX (1-7+1 +2¢,Z ;i-24')c, % z' 1363.86 + 2.16 i58 Z, RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d1 Page 1 Company : SpiIlls Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:14 AM Checked By: al) Reactions. By Combination LC Joint Label 2 2 2 2 2 2 N1 N7 N13 N19 N25 Totals: X Force (k) COG (ft): X: 99.125 Y Force (k) 21.535 79.889 78.516 77.966 =a,p 66.439 648.278 Moment (k -ft) 0 0 0 0 0 Y: Z1 31' (2 , Q * 1, 24 )( Il +1 648 24-, ?.5 24' ) RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 2 16 RE24X16 ' ' m _X O' RE24X16 m S< °i RE24X16 '912 m X °' RE24X16 m X O1 RE24X16 115 m X °' RE24X16 1418 m X ° RE24X16 14? 1 m to y O1 RE24X16 4 m Ki °' RE24X16 1126 7 m 13 X ¶E24X16 p W a 2E12X16 .2 RE12X16 .�F 1v2 'N5 m X 0) m m 'J8 m X et X111 m X 0) '1\114 m m 1\117 m X 0) 1120 m rn 1\123 m X et m X w Results for LC 8, 1.4DL +1.7LL Spillis Candela & Partners , Inc Suramy Cabrera 032113050 dOCTOR'S cHARTER sCHOOLS July 6, 2004 11:54 AM Frame grid lin c.r2d - 2.3k/ft - 4.58k/ - 2.3k/ft - 2.3k/ft - 2.3k/ft - 2.3k/ft - 2.3k/ft - 2.3k/ft - 2.3k/ft - 2.3k/ft Loads: BLC 1, DL Results for LC 2, LL 30 29 k g}28 Spillis Candela & Partners , Inc Suramy Cabrera 032113050 dOCTOR'S CHARTER sCHOOLS June 30, 2004 9:14 AM Frame grid lin c.2d i I∎ � ! � I I i ■ � ; 1 I !]A'1! I i!i!fl11!i!iIuiII!HiIII!HiUINfli0!0111113H111!IMflI 26 cn v ro w <n v ♦ ♦.♦ i ♦.` u._ •1♦ , w Loads: BLC 1, DL Results for LC 2, LL 30 29 k g}28 Spillis Candela & Partners , Inc Suramy Cabrera 032113050 dOCTOR'S CHARTER sCHOOLS June 30, 2004 9:14 AM Frame grid lin c.2d - 1.24k/ft -2.03 - 1.24k/ft - 1.24k/ft - 1.24k/ft - 1.24k/ft - 1.24k/ft - 1.24k/ft - 1.24k/ft - 1.24k/ft I 1 I II I j '; II 3 - 2.03k/ 6 - 2.03k/ 9 -2.03 12 - 2.03k/ 15 - 2.03k/' 18 - 2.03k/ 21 - 2.03k/ 24 - 2.03k/ L- V ! . I ` ^ i y 2 1J i gl ! JJIThJHJ 20 W 23 V1 Loads: BLC 2, LL Results for LC 2, LL 30 29 O 28 Spillis Candela & Partners , Inc Suramy Cabrera 032113050 dOCTOR'S CHARTER sCHOOLS June 30, 2004 9:15 AM Frame grid lin c.r2d Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS July 6, 2004 1:28 PM Checked By: �I Reactions. By Item LC Joint Label X Force (k) Y Force Moment (k) (k -ft) 'Re0c 56.586 0 Dcs AA a' CV [. sr •t.E AAN t,,sz,K Go a Art•Iaw. Solt & &-A 1NG ,A $SvM e 0 2 rip P5 1c I 11-01 u s '18/10.0e1 1 6ct k s r"' te.t'clo' asZ. Ali: ZG37/,v,r R � 1•4t; +1}::: 2ar/ttz= 1 *7 201.647 224.11 190.404 268.92 229.61 WAIrA 239.722 0 2,80;411 f 2"0 t 47rsr rt r, it. ►�� 74,./11 1: wit: �(F `._. -_--- y-to, i1,ll.s.t i��:I�a2•. - DL- �nEcs:�147, +. /X/, 1. 72- WIF RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 1 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS July 6, 2004 1 :28 PM Checked By: IRLC Joint Label X Force - k Reactions, By Item, (continued) -.588 -.829 Y Force Moment k kft 1-5%...£raN 283.388, 162.059 228.499 -1.028 210.668 -.889 233.68 -.103 -.186 13.836 60.017 32.447 Totals: X: 99.183 X: 99.125 1582.56 2230.838 1897.298 2018.288 Y: 20.697 Y: 21.309 X: 98.829 X: 98.014 Y: 20.804 Y: 20.832 ' 1 (Z3+ ¢'!() / /o? O lO re-. iO RISA -2D Version 5.5 [K : \S_Cabrera \Projects \Doctor's Charter Schools\Frame grid lin c.r2d] Page 2 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: Envelope Member Section Forces g,_cuy Deetcsr1. Member Label Section M21 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min 7 max min 8 max min 9 max min 10 max min Axial Lc (k) Shear (k) Lc Moment Lc (k) -2.019 10 74.18 9 66.65 -4.486 9 . 39.704 10 28.097 -2.019 10 54.493 9 - 34.461 - 4.486 9 26.534 10 - 54.875 -2.019 10 34.805 9 - 72.143 10 -4.486 9 13.365 10 - 139.211 9 9 1 1 0 0 9 -2.019 j 10 15.117 9 -84.95 10 -4.486 19 .196 10 - 186.36 9 -2.019 10 -4.571 9 - 72.882 10 -4.486 9 - 12.974 10 - 196.319 9 -2.019 10 - 24.259 9 - 35.939 10 -4.486 9 - 31.259 11 - 169.091 9 -2.019 10 - 37.968 12 25.88 10 -4.486 9 - 50.947 11 - 104.674 9 -2.019 10 - 51.137 12 112.575 10 -4.486 9 - 70.635 11 -3.07 9 -2.019 10 - 64.307 12 229.787 11 -4.486 9 - 90.323 11 135.723 9 -2.019 10 - 77.476 12 418.991 11 -4.486 9 -1 10.011 11 311.705 9 71)fe304 ° o,i6 .44s 2 B Mt �vuksc. 2¢ "Alc. $M.. 0 (c CC x ).as' -r 7C1 � 240 v e 'Ye` ,_h \Jo ` t2Cn x 132n -4#P Z t�3 M23 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min max min 8 max 7 min -2.398 10 130.177 12 540.551 12 -6.494 9 83:834 10 394.485 11 -2.398 10 102.382 12 230.473 12 -6.494 9 65.242 10 159.433 9 -2.398 10 74.587 12 48.477 10 -6.494 9 46.65 10 - 65.158 9 -2.398 10 46/93 12 - 51.134 10 -6.494 9 28.058 10 - 215.631 9 -2.398 10 18.998 12 - 101.167 10 -6.494 9 9.466 10 - 291.984 9 -2.398 10 -8.562 11 - 101.621 10 -6.494 9 - 13.294 8 - 294.218 9 -2.398 10 - 27.154 11 - 52.497 10 -6.494 9 - 41.088 8 - 222.334 9 -2.398 10 - 45.746 11 46.206 10 -6.494 9 - 68.883 8 -76.33 9 �- =310 ►.as .32iri.-(K 4'54 1,6P �'~_ r � Q0i0ef aft ct.. c o d.alurnn �zrlc1 11' -face 04 hec.k-m-r1). Mot' =300 I.asr'- .31 RISA -2D Version 5.5 jK: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 4 Company : SpiIlls Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9 :23 AM Checked By: AEnvelope Member Section Forces, (continued) 1, IOW Member Label Section Axial Le Shear Lc Moment Lc (k) (k) (k) 9 max -2.398 10 - 64.338 11 202.7 8 min -6.494 9 - 96.678 8 135.262 12 10 max -2.398 10 -82.93 11 497.566 8 min -6.494 9 - 124.472 8 376.862 11 max min max min max min max min max min max min max min max min max min max min -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 -2.259 -6.308 10 129.877 9 83.609 10 102.082 9 65.017 10 74.287 9 46.425 10 46.493 9 27.833 10 18.698 9 8.958 10 -9.097 9 - 18.836 10 - 27.943 9 - 46.631 10 - 46.535 9 - 74.426 10 - 65.127 9 - 102.22 10 - 83.719 9 - 130.015 11 10 11 10 11 10 11 10 11 12 11 12 10 12 10 12 10 12 10 12 535.495 392.482 226.217 135.362 45.724 - 76.741 - 53.286 -224.754 - 102.719 - 298.648 - 102.572 - 298.423 - 52.847 - 224.078 46.457 - 75.615 227.558 136.601 537.206 393.8 11 10 11 12 10 9 10 9 10 9 10 9 10 9 10 9 12 11 12 10 1.31,''t.4+be 25 -k * = 300 Am:. s� 3ts 138 Mo- = 540 App Z$ -5- MQ-1- 4 �° its K... j, r> 3'" t3 7 4 My = 300 ,& l .Q3 ,' ► s RISA -2D Version 5.5 [K : \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 5 Company : SpiIlis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc k k Moment k Lc M27 2 3 4 5 6 8 9 10 max min max min max min max min max min max min max min max min max min max min -2.181 -6.091 -2.181 -6.091 -2.181 - 6.091 - 2.181 - 6.091 -2.181 -6.091 -2.181 - 6.091 -2.181 -6.091 -2.181 -6.091 - 2.181 -6.091 -2.181 -6.091 10 9 10 9 10 9 10 9 10 9 10 9 0 9 10 9 10 9 10 9 123.658 8 492.399 8 82.136 12 95.864 8 63.544 12 68.069 8 44.952 40.274 12 26.36 12 12.48 7.768 8 12 - 10.042 10 - 19.594 11 - 28.634 10 - 47.389 11 - 47.226 10 - 75.184 11 -65.818 10 - 102.978 11 -84.41 10 - 130.773 11 371.944 12 199.702 8 133.002 11 45.675 10 - 77.178 9 - 51.492 10 - 221.093 9 -99.08 10 - 290.889 9 - 97.089 10 - 286.566 9 -45.52 10 - 208.124 9 55.628 10 - 55.563 9 239.346 11 171.118 9 551.014 11 406.66 10 (�1v ✓ � 4otcc, X`.i ZE, -1 M r ?W 4 1,nr -1. 3 orl+c V Mu- »> 1411c,zo. 4-4'8 • NvZ re.z ►-tc PAcC of B -8 h Mor MS 04 ).° 5-` 34-1 M29 min - 2.309 9 68.2 11 2 max -.956 10 78.715 12 min -2.309 9 58.129 11 3 max -.956 10 63.66 12 min -2.309 9 48.058 11 4 max -.956 10 48.604 12 min -2.309 9 37.988 11 5 max -.956 10 33.549 12 min -2.309 ' 9 23.533 9 361.638 1 240.528 9 Zs��,vs� 444 :04.:rtii: u=125 238.538 10 130.422 9 159.027 10 42.063 9 94.063 10 -24.55 9 43.646 - 69.415 10 9 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 6 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: • Envelope Member Section Forces, Member Label Section Axial Lc (k) -.956 (continued) Shear (k) 19.798 Lc Moment Lc (k) 0 7.775 min -2.309 9 8.478 9 - 92.534 9 7 max -.956 10 9.728 10 -13.55 10 min -2.309 9 -6.578 9 - 93.906 9 8 max -.956 10 -.343 10 - 20.327 10 min -2.309 9 - 21.633 9 - 73.532 9 9 max -.956 10 - 10.414 10 - 12.559 10 min -2.309 9 - 36.689 9 -31.41 9 10 max -.956 10 - 20.484 10 32.458 9 min -2.309 9 - 51.744 9 9.756 10 M)9os MIN a iso"Pl. max min max min max min max min max min max min max min max min max min max min 8.271 5.225 8.271 5.225 8.271 5.225 8.271 5.225 8.271 5.225 8.271 5.225 8271 5.225 8.271 5.225 8.271 5.225 8.271 5.225 11 9 11 9 11 9 11 9 11 9 11 9 11 9 11 9 70.605 42.38 54.904 32.3 39.203 22.22 23.501 12.14 7.8 2.06 -7.901 - 11.688 -18.1 - 27.389 - 28.18 -43.09 -38.26 - 58.792 -48.34 - 74.493 11 9 11 9 11 9 11 9 11 9 11 12 9 12 9 12 9 12 9 12 247.893 161.852 80.547 56.6 - 10.414 - 60.659 - 56228 - 141.654 - 75.161 - 180.779 - 67.215 - 178.033 - 32.388 - 133.417 29.319 - 46.931 128.224 81.425 305.936 233.372 11 9 11 12 9 10 9 10 9 10 9 10 9 10 9 10 12 10 12 9 INeA-1-ed T be am, 11,12-e: it 4¢" lskA. Rik q cool Nt� rns = Prt 21-et Mower' 119". Vvcdx I•-I "'r 1 Vo e d 74.4 .s -' S z Gv, 04. 2 ter co,,z1 _ 141.):3251' 1 17$ 1-c. vjv d 7 +0 s Gs 4-3aBu C f zit- et G RISA -2D Version 5.5 [K: \S_Cabrera •Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 7 Company : SpiIlls Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear k k Lc Moment k Lc max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 miri 3.453 max 7.393 min 3.453 max 7.393 min 3.453 max 7.393 min 3:453 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 70.594 45.23 54.893 35.15 39.192 25.07 23.49 14.99 7.789 4.91 -5.096 - 10.697 - 15.176 - 26.398 - 25.256 -42.1 - 35.336 - 57.801 - 45.416 - 73.502 10 9 10 9 10 9 10 9 10 9 12 11 12 11 12 11 12 11 12 11 280.657 211.023 113.487 72.696 28.319 - 47.713 - 25.094 - 131.29 - 51.627 - 172.995 -51.28 - 172.831 - 24.053 - 130.797 30.054 - 46.892 125.824 78.883 300.895 212.357 8 12 8 11 9 10 9 10 9 10 9 10 9 10 9 10 11 10 11 12 M35 1 max 7.272 10 73.514 12 300.592 12 min 3.511 11 45.413 11 211.99 11 2 max 7.272 10 57.813 12 125.489 12 min 3.511 11 35.333 11 78.646 10 w se a iPic � Q c 2 4-q a°r. #-3e13 zi R C RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d1 Page 8 Company : Ills Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear (k) (k) 3 max min 7.272 3.511 4 max 7.272 min 3.511 5 max 7.272 min 3.511 6 max 7.272 min 3.511 7 max 7.272 min 3.511 8 max 7.272 min 3.511 9 max 7.272 min 3.511 10 max 7.272 10 42.112 Lc Moment Lc (k) 12 29.568 9 11 25.253 11 10 26.41 12 11 15.173 11 10 10.709 12 11 5.093 11 10 -4.926 9 11 -7.778 10 10 - 15.006 9 11 - 23.479 10 10 - 25.086 9 11 -39.18 10 10 - 35.166 9 11 - 54.882 10 10 - 45.246 9 11 - 70.583 10 - 47.159 10 - 24.495 9 - 131.094 10 - 51.678 - 173.158 10 - 51.981 9 - 173.353 10 - 25.404 9 - 131.677 10 28.053 9 - 48.131 10 113.062 8 72.131 12 280.237 8 210.726 11 M37 2 3 4 5 6 7 8 9 10 max min max min max min max min max min max min max min max min max min max min 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 7.975 4.934 12 9 12 9 12 9 12 9 12 9 12 9 12 9 12 9 12 9 12 9 75.918 11 50.193 9 60.053 11 40.008 9 44.188 11 29.823 9 28.323 11 19.638 9 12.458 11 9.286 12 -.732 9 -6.579 12 - 10.917 9 - 22.444 12 - 21.102 9 - 38.309 12 - 31.287 9 - 54.174 12 - 41.472 9 - 70.039 12 313.355 242.129 130.173 83.671 26.529 - 49.274 - 40.106 - 139.473 - 79.299 - 186.924 - 91.049 - 191.628 - 75.356 - 153.586 - 32.219 - 72.796 59.254 38.36 226.595 136.381 11 9 11 10 9 10 9 10 10 9 10 9 10 9 10 12 12 9 2k $0 1 S 2.-41- r I 2ft C lam- 6 3#R S' 3 E: 3 RT + I4et G RISA -2D Version 5.5 [K: \S Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 9 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:23 AM Checked By: Enve lope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc k k k zik q Sal 3 Icy 2 11 - . 34- 7 rtm RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 10 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By Item LC Member Label Section Axial k Shear k Moment k -ft 8 M1 1 3 5 7 9 9 M1 1 3 5 7 115.829 114.834 113.838 112.843 111.847 125.117 124.122 123.126 ' 122.131 121.135 -1.191 -1.191 - 1.191 -1.191 -1.191 -1.407 -1.407 -1.407 -1.407 -1.407 0 4.236 8.472 12.708 16.944 0 5.001 10.002 15.003 20.004 3 68.937 -.58 2.063 7 9 11 M1 1 3 5 7 9 M1 3 5 7 9 8 M2 66.946 65.95 114.251 113.255 0 112.26 111.264 110.269 71.873 70.878 69.882 68.887 67.891 1 43.091 3 5 42.22 -.58 -.58 -1.142 11 -1.142 -1.142 -1.142 -1.142 -.64 -.64 -.64 -.64 -.64 41.349 -5.121 -5.121 -5.121 6.19 8.253 4.059 8.118 12.177 16.236 0 2.277 4.554 6.83 9.107 - 37.879 - 21.946 - 6.013 Caluvnr� L�es1n. Co \urns care I2." Co" RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 11 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces, By Item, (continued) LC Member Label Section Axial k Shear k Moment k -ft 7 9 9 M2 1 3 71u 5 7 40.478 wl 39.607 46.457 45.586 44.715 43.843 -5.121 -5.121 -5.893 -5.893 -5.893 -5.893 9.92 25.853 - 44.145 - 25.812 -7.478 10.855 9 -5.893 29.188 10 M2 1 3 5 7 9 11 M2 1 7 9 12 M2 1 5 8 M3 7 25.749 24.878 24.007 23.136 22.264 42.591 41.72 40.849 39.978 39.106 26.345 25.474 24.603 1 3 7 9 9 M3 1 23.732 22.861 367.937 366.942 365.946 3 364.951 363.955 -2.599 -2.599 -2.599 -2.599 -2.599 -4.973 -4.973 -4.973 -4.973 -4.973 -2.787 - 18.812 - 10.726 -2.639 5.447 13.534 - 36.664 - 21.192 -5.721 9.751 25.223 -20.36 -2.787 - 11.689 -2.787 -2.787 - 2.787 a -.661 -.661 290.215 per== -.661 -.661 289.219 kit -.661 -3.018 5.653 14.324 0 2.351 4.702 .136 7.053 9.404 .136 -.482 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 12 Company : Spiilis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear k k Moment k -ft 10 M3 7 287.228 9 3 5 7 9 11 M3 1 3 12 5 7 M3 1 5 8 M4 7 1 3 286.233 323.123 322.128 321.132 320.137 319.141 376.062 375.067 374,071 373.076 372.08 313.239 312.243 311.248 310.252 309.257 133.065 132.194 131.322 .136 .136 -1.237 -1.237 -1.237 -1.237 -1.237 -.79 -.79 -.79 -.79 -.79 -1.075 -1.075 -1.075 -1.075 - 1.075 - 2.762 -2.762 h -2.762 -1.446 -1.928 0 4.4 8.8 13.199 17.599 0 2.807 5.614 8.422 11.229 3.823 7.647 11.47 15.294 - 20.499 - 11.907 -3.315 101.246 .668 -1.077 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 13 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces, By item, (continued) LC Member Label Section Axial Shear k k Moment k -ft 10 M4 1 3 115.978 115.106 -5.248 -5.248 - 39.224 ti - 22.898 9 11 M4 1 3 7 9 12 M4 1 s'[ 113.364 -5.248 lw; 112.493 135.951 135.079 134.208 133.337 132.466 112.574 111.702 -5.248 -3.298 -3.298 -3.298 -3.298 -3.298 - 4.598. -4.598 9.755 26.082 - 24.645 - 14.386 - 4.126 6.134 16.394 - 34.159 - 19.854 109.96 -4.598 8.755 M5 1 3 7 9 406.88 405.884 404.889 403.893 402.898 .157 .157 .157 k .157 .157 0 -.559 -1.118 -1.676 -2.235 7 339.232 338.237 -.822 -.822 8.764 11.685 5 7 333.739 332.743 1.084 1.084 -7.71 - 11.565 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 14 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: 4111Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear Moment (k) k (k -ft) 331.747 1.084 332.808 331.812 330.817 -15.42 0 -3.53 -7.059 - 10.589 - 14.118 418.046 " 417.05 9 416.055 0 -.228 -.455 / 415.059 -.683 148.028 147.157 .816 5.971 3.432 ,;rr n =Ss 146.286 145.415 123.362 122.491 z 121.62 .816 -3.362 .893 -1.645 - 4.184 - 25.441 120.749 119.878 121.109 120.238 119.367 Yprmrq -3.362 -3.362 -3.362 - 14.981 -4.522 5.938 -3.362 4.715 16.398 118.496 117.624 120.394 119.523 4.715 Yfr 4.715 4.715 4.715 4.409 4.409 35.359 20.689 6.02 -8.649 - 23.318 32.826 19.11 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 15 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces. By Item. (continued) ' LC Member Label Section Axial k Shear k Moment k -ft 5 7 9 12 M6 1 3 5 7 9 8 M7 3 5 7 9 M7 3 5 118.652 117.781 116.91 151.946 151.075 150.204 149.333 148.462 sZ a � � 398.594 397.599 396.603 395.608 394.612 331.506 330.51 329.515 328.519 4.409 4.409 l 4.409 .394 .394 .394 .394 .394 .003 .003 .003 .003 .003 1.018 1.018 1.018 1.018 5.393 75. -8.324 -22.04 2.832 1.607 .382 -.843 -2.068 0 -.01 -.019 -.029 -.038 -3.621 - 7.242 - 10.863 3 11 M7 1 3 5 331.705 330.709 329.713 7 12 M7 sj 1 328.718 324.07 323.075 322.079 -1.014 - 1.014 - 1.014 -1.014 -.798 321.084 320.088 -.798 325.047 -.798 -.798 3.604 7.209 k MS 10.813 14.417 -.798 .805 2.839 23S 5.678 8.516 11.355 0 RISA -2D Version 5.5 [K: \S_Cabrera\Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 16 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces, By Item, (continued) { LC Member Label Section Axial k Shear k Moment k -ft 324.051 323.056 322.06 -2.861 -5.722 -8.583 PU • .'�s'd' • y -n, -" r r i..b S. �" z rtq.. 321.065 144.756 143.884 143.013 142.142 141.271 119.36 - 11.445 -.251 AelER, '00 118.488 117.617 116.746 115.875 119.731 118.86 117.989 117.118 116.247 116.682 115.811 se 114.94 4.388 4.388 4.388 4.388 4.388 -4.261 -4.261 -4.261 -4.261 -4.261 32.933 19.281 5.628 -8.024 - 21.677 - 32.168 - 18.911 -5.654 7.604 20.861 -3.41 -3.41 - 25.576 - 14.968 114.069 113.198 117.003 116.132 115.261 114.39 -3.41 -3.41 :SY Mk -3.41 -4.361 6.247 16.854 3.538 3.538 3.538 26.355 15.348 3.538 4.341 -6.666 RISA -2D Version 5.5 [K: \S_Cabrera\Projects \Doctor's Charter Schools \Frame grid in c.r2d] Page 17 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By Item, (continued) LC Member Label Section Axial k Shear k Moment k -ft 9 8 M9 1 3 5 7 9 M9 1 3 113.519 9 t 400.043 399.048 398.052 397.057 396.061 333.394 tt 5 9 10 M9 1 3 5 7 sw 332.398 331.403 330.407 329.412 333.216 332.22 331.225 330.229 3.538 .041 .041 .041 .041 .041 -.982 -.982 -.982 -.982 -.982 w:r 1.05 1.05 1.05 1.05 - 17.672 0 -.144 -.289 -.433 -.577 0 3.492 6.984 10.476 13.968 -3.734 -7.468 - 11.202 329.234 M9 1.05 .046 - 14.936 0 3 414.287 .046 -.165 12 M9 1 3 7 9 8 M10 1 3 5 325.603 324.608 323.612 322.617 321.621 145.305 144.434 1? -.781 -.781 -.781 -.781 143.563 -.781 .164 .164 2.776 1 5.552 8.327 .164 11.103 1.16 .65 .141 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 18 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear k k Moment k -ft 7 9 9 4r M10 1 3 5 7 142.692 141.821 120.022 119.151 118.28 117.409 .164 .164 -4.166 -4.166 -4.166 -4.166 -.369 -.879 - 31.461 - 18.501 -5.541 7.419 7 11 M10 119.099 118.228 q�7 117.357 116.486 150.752 4.438 4.438 4.438 4.438 .186 19.582 5.776 -8.03 - 21.835 1.317 7 9 149.01 148.139 147.268 .186 .186 .186 .158 -.421 -1.001 12 M10 1 3 5 7 9 M11 1 3 5 7 9 117.247 116.376 -3.407 -3.407 115.505 - 3.407 114.634 113.762 400.325 399.33 398.334 397.338 396.343 -3.407 -3.407 .027 .027 .027 .027 .027 - 25.454 - 14.854 - 4.255 6.344 16.944 0 -.095 -.191 -.286 -.382 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 19 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By item, (continued) LC Member Label Section Axial k Shear k Moment k -ft 3 5 7 10 M11 1 3 5 9 11 M11 3 7 12 M11 3 9 332.658 331.662 V.: 1.049 1.049 330.666 1.049 329.671 333.424 332.428 331.432 330.437 329.441 325.822 324.827 323.831 322.836 321.84 415.553 414.557 413.562 412.566 411.571 1.049 -1.004 -1.004 -1.004 -1.004 -1.004 .838 .838 .838 .838 .838 .009 .009 .009 .009 .009 -3.729 -7.458 - 11.187 - 14.916 0 3.569 7.139 10.708 14.278 0 -2.981 -5.962 -8.943 - 11.924 -.033 -.067 -.133 3 7 9 9 M12 1 3 5 7 9 144.519 143.648 142.777 141.906 120.093 119.222 118.351 117.48 116.609 .046 .046 .046 .046 4.392 4.392 4.392 4.392 4.392 .13 -.012 -.154 -.296 33.014 19.348 5.683 -7.983 - 21.648 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 20 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear Moment k k k -ft 120.037 119.165 -4.316 - 4.316 - 32.563 - 19.134 4u ; 118.294 117.423 116.552 117.315 116.444 115.573 114.701 113.83 -4.316 -4.316 -4.316 3.574 3.574 3.574 3.574 -5.705 7.724 21.153 4. 26.601 15.481 -6.76 3.574 - 17.881 150.835 149.964 149.093 148.222 147.351 397.305 -.023 -.023 -.023 -.209 -.136 -.063 -.023 -.023 396.309 395.314 394.318 393.322 330.316 329.32 328.325 327.329 326.334 331.751 330.756 329.76 -.338 :095 -.677 -1.015 -1.353 -.923 -.923 3.281 -.923 -.923 -.923 6.562 9.844 13.125 1.082 1.082 1.082 -3.847 -7.693 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools\Frame grid lin c.r2d] Page 21 Company : Sp!Ills Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: • Member Section Forces. By Item, (continued) LC Member Label Section Axial Shear k k Moment k -ft 7 9 11 M13 1 3 5 7 9 12 M13 3 328.765 327.769 324.104 1.082 1.082 -.725 F,f 323.108 ayn .. T3 322.113 321.117 320.122 322.776 H 321.781 -.725 E`v -.725 -.725 -.725 .885 .885 -11.54 - 15.387 0 2.579 5.158 e -. 7.737 r3, 10.316 0 -3.146 8 M14 9 1 318.794 144.31 .885 .255 - 12.584 1.912 5 142.567 .255 .328 sT 5 9 10 M14 1 117.23 116.359 115.488 119.39 -4.05 -4.05 -4.05 4.472 -5.302 7.296 19.895 33.68 7 9 11 M14 1 3 116.777 4.472 -8.058 115.906 116.669 115.798 4.472 -3.284 -3.284 -21,97 - 24.542 - 14.325 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d1 Page 22 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: goMember Section Forces, By Item. (continued) LC Member Label Section Axial k Shear Moment k -ft 114.927 114.056 113.185 116.231 115.36 -3.284 -3.284 -4.108 6.109 -3.284 3.697 3.697 16.326 27.647 16.146 114.488 113.617 112.746 413.504 412.508 411.513 410.517 409.521 348.506 3.697 3.697 3.697 -.221 -.221 -.221 -.221 -.221 4.644 -6.858 - 18.359 1.573 3.147 347.51 .763 346.515 345.519 -2.714 -5.427 -8.141 344.524 .763 340.43 339.434 338.439 337.443 336.448 422.738 421.743 420.747 419.752 418.756 - 10.854 - 1.133 -1.133 -1.133 -1.133 4.027 8.054 12.081 -1.133 -.101 -.101 16.108 1.077 -.101 1.437 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 23 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By Item, (continued) Shear k LC Member Label Section Axial k Moment k -ft 12 M15 1 3 5 7 8 M16 1 3 5 7 9 M16 1 3 10 5 340.433 339.437 338.442 337.446 336.451 150.49 149.619 148.748 147.877 147.006 125.619 124.748 123.877 9 M16 1 3 11 7 9 11 M16 3 5 7 9 12 M16 1 3 5 7 123.006 -1.068 -1.068 -1.068 -1.068 -1.068 -1.149 -1.149 -1.149 -1.149 -1.149 3.087 3.087 3.087 3.087 0 3.799 7.598 11.396 15.195 -8.657 -5.081 -1.504 2.072 5.648 23.149 13.544 3.938 -5.667 122.135 3.087 122.891 122.02 121.149 120.278 119.407 153.708 152.836 151.965 151.094 150.223 122.872 122.001 121.13 120.259 -4.993 -4.993 -4.993 -4.993 -4.993 -.625 -.625 -.625 -.625 -.625 -4.789 -4.789 -4.789 -4.789 - 15.272 - 37.539 - 22.005 -6.471 9.064 24.598 -4.698 -2.752 -.806 1.139 3.085 - 35.827 - 20.929 -6.031 8.867 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 24 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: 411 Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear k k Moment k -ft 8 M17 4r. 9 1 3 7 9 M17 1 3 5 7 9 10 M17 1 7 9 3 119.388 339.83 338.834 337.839 336.843 335.847 257.194 256.199 255.203 254.208 253.212 309.518 307.527 306.531 305.536 297.814 -4.789 F 1.232 1.232 1.232 1.232 1.232 .485 .485 .485 .485 .485 1.57 1.57 1.57 1.57 1.436 23.764 0 -4.382 -8.764 - 13.146 - 17.528 0 -1.725 -3.45 -5.174 -6.899 0 - 11.167 - 16.751 - 22.335 -5.107 12 M17 1 3 5 9 8 M18 1 3 294.827 348.638 347.642 346.647 345.651 344.656 122.439 121.568 1.436 1.336 1.336 1.336 1.336 1.336 5.186 5.186 - 20.428 -4.749 -9.498 - 14.248 - 18.997 38.424 22.29 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 25 Company : Spillis Candela & Partners , Inc Designer : Suramy Cabrera Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS June 30, 2004 9:25 AM Checked By: Member Section Forces, By Item. (continued) ) LC Member Label Section Axial k Shear k Moment k -ft 5 HOB 7 9 9 M18 1 3 5 120.697 119.825 118.954 91.598 90.727 89.856 88.985 88.114 5.186 �lE 5.186 5.186 1.944 1.944 1.944 1.944 1.944 6.157 -9.977 - 26.111 14.299 8.253 2.206 -3.841 -9.887 M18 3 7 9 1. 110.777 109.906 109.035 11 M18 3 12 M18 8 M19 3 5 108.164 107.293 107.15 106.279 105.407 104.536 103.665 125.519 124.648 123.777 122.905 122.034 77.408 76.413 75.417 6.657 6.657 6.657 6.657 6.657 6.105 6.105 6.105 6.105 6.105 5.634 5.634 5.634 5:634 5.634 28.85 8.14 - 12.569 - 33.279 45.251 26.258 7.266 - 11.726 - 30.719 41.897 24.371 6.844 - 10.683 - 28.209 .519 0 .519 .519 -1.845 -3.691 9 9 M19 1 73.426 90.482 .519 .682 -7.381 0 4 Gov' RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 26 Company : Spillis Candela & Partners , Inc June 30, 2004 Designer : Suramy Cabrera 9:25 AM Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS Checked By: Member Section Forces, By Item, (continued) LC Member Label Section Axial Shear Moment 89.486 88.491 87.495 -2.425 -7.276 -9.701 40.813 39.818 38.822 37.826 36.831 43.613 42.618 41.622 40.627 -1.288 -1.932 -2.577 -1.721 -2.582 39.631 -3.443 75.112 .466 73.121 -3.315 72.126 71.13 29.623 - 4.972 -6.63 17.116 2.49 9.37 'aa 27.88 27.009 1.623 -6:123 26.138 34.258 33.387 32.515 2.49 -13.87 2.991 21.545 2.991 2.991 12.24 2.936 31.644 2.991 -6.368 RISA -2D Version 5.5 [K: \S_Cabrera \Projects\Doctor's Charter Schools \Frame grid lin c.r2dj Page 27 Company : Ills Candela & Partners , Inc June 30, 2004 Designer : Suramy Cabrera 9:25 AM Job Number : 032113050 dOCTOR'S cHARTER sCHOOLS Checked By: • Member Section Forces. By Item, (continued) 410 LC Member Label Section Axial k Shear k Moment k -ft 9 10 M20 1 3 5 7 9 11 M20 1 3 5 7 9 12 M20 1 30.773 15.849 14.978 14.107 13.236 12.364 16.697 15.826 14.955 14.084 13.212 28.904 2.991 1.137 1.137 1.137 1.137 1.137 �tY 1.316 1.316 1.316 1.316 1.316 2.342 - 15.673 � F 6.858 3.321 -.215 -3.752 -7.288 8.333 4.24 .147 -3.946 -8.039 15.908 7 9 27.162 26.29 25.419 2.342 2.342 2.342 1.337 -5.948 - 13.234 c'V &I toad '4-Wk- ti w 43c" m Or - •Ica rte 115-u- --42 (441)L-‘4 `O r,',n , (or I2"'), conc., col, w) {�,' 4 ksr 0171 = 4-6101c a- 41.04' 'ok n� U62 12" c I0" Calumny -FG' = 4-boors 4..* , to n8i-h d; not i Inca (.5 RISA -2D Version 5.5 [K: \S_Cabrera \Projects \Doctor's Charter Schools \Frame grid lin c.r2d] Page 28 Spillis Candela MUM Subject 7Lbi (ding 1 Project DOc,4 o ' Gha r-fe r 666..110o Location MjQry11 -5hQY 5 }IGr1P_ FL Contract 032113OSQ. Cont. no. Page no. of Comp. by , Date Q' - Q - o4 Subject Page no. O of Check by Date Spillis Candela DMJM Subject E5Ui OS 1 Project Docior 's Cho rfer Sc,koo Is Location K/ticArn't 6kores Vi ila rL Contract z o o Cont. no. Page no. of Subject Page no. 01 of Comp. by 6 , Date b1 - Co - Check by Date 2 -52 . c .. • rc F17 c .5 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... Concrete Structures, Inc. Load Span 'rabies Loads are superimposed only, In PISA 4,4 tA ad — R c#. I .it,i�ri,i� ? . ,. 1_, :1. iii III "a Rey,,: �3 ' r. ■Y � r i1� .Sw ' rr t s l ��r4 «. , r e r E N yk .�.sl� �'I� TTT 1 11 �I Spacing J� i '� �iK. 1 i • i [ iiiid ♦ r , ,rl WV-kith 38 14' #I mill i:F #'. i' T••a'.y4 S+*�i.'iL7iGii 43 44 45 46 11.L 17 41101 i:1 50 : . . 3 O 3 1 3 2 3 3 3 4 3 & 3 6 3 7 3 8 3 9 4 � 4 1 181 169 4 4 4 5 4 6 4 7 4 8 4 9 5 � l'.5 260 265 250 235 220 205 191 177 165 153 142.133 160 123 115 107 99 92 86 80 74 69 82 8' -8" 202 195 180 166 156.143 135 126 117 111 104 96' 91 85 80 75 69 64 59. 55 10'•5" 142 135 124 113 102 93 84 80 74 66 59 54 51 r 4'-6 - 36 216 196 178 160 148 137 127 118 109 101 94 87 80 74 69 63 58' 54 49 5`-6 518 178 163 151 140 130 122 114 1.06 97 90 83 76 70 64 59 54 50 614 150 139 127 117 107 98 91 84 77 70 64 59 54 .49 ' r-6 123 1117 106. 95 85 77 69 61 54 48 ' *No'ta: B' sn,,.,acing requires minimumlij2" crab. s t Jr . . :, M ^ F i f i 0 _ J4 t { �7R 5 S i 2.�a rIl:iY' t ili i- Y PI SP feet) Spacing 34 35 36 37 38 39 I� 40 41 42 43 44 45 46 47 48. 49 50 51 5 53 4' .8" 299 282 269 255 240 225 205 192 181 169 160 151 142 (13 125 118 109 101E 94 6' • 8" 282 261 253 235 219 203 189 185 172 160 149 r --, 139'135 127 110 102 94 88 82 8' -8" 202 195 180 166 156.143 135 126 117 111 104 96' 91 85 80 75 69 64 59. 55 10'•5" 142 135 124 113 102 93 84 80 74 66 59 54 51 Strand Pattern Designation No. of strand (10) S = straight D = depressed 0108-D1 No. of depression points Diameter of strand in 16ths Safe loads shown Include dead load of 10 psf for untopped members and 15 psf for topped members. Remainder is live toad. Long -time cambers include superimposed dead load but do not include five load. Key 186 - Safe superimposed service load, psf 0.1 - Estimated camber at erection, in. 0.2 - Estimated long -time camber, in. DOUBLE TEE 8' -0" x 18" Normal Weight Concrete f, = 5,000 psi fp„ = 270,000 psi Table of safe superimposed service load (psf) and cambers A= I = Yb = Yt = 4 = 7t = wt = v/s = Section Properties Untopped Topped 344 9,300 13.27 4.73 701 1,966 358 45 1.32 In! - In.` 12,749 in. 15.00 in. 5.00 In' 850 In' 2,550 pif 558 psf 70 in. in.' in. in. i n.3 in.3 pif psf 8DT18 No Topping Strand Pattern 28-S 48-S 68-S 68-D1 88-D1 108-D1 ee e� 11.27 11.27 10.27 10.27 7.27 7.27 7.27 10.77 5.27 10.52 3.27 10.27 Span, ft. 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 186 144 110 85 65 51 39 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 187 152 124 102 85 70 58 48 39 32 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6 186 153 127 107 89 75 6 3- 45 37 31 0.5 0.6 0.7 0.7 0.8 0.8 OS 0:8- 0.8 0.7 ' 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 79 68 58. 50 43 36 31 1.3 1.4 1.4 1.4 1.3 1.3 1.2 1.5 1.5 1.5 1.4 1.2 1.0 0.7 Table of safe superimposed service load (psf) and cambers 8DT18 + 2 2" Normal Weight Topping Strand Pattern 28-S 48-S 68-S 68 -D1 88 -D1 ee ec 11.27 11.27 10.27 10.27 7.27 7.27 7.27 10.77 5.27 10.52 Span, ft. 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 193 146 107 79 58 41 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 196 156 124 100 80 64 50 39 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.2 162 133 108 89 72 .58 47 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.6 0.6 0.6 0.5 0.4 0.3 0.1 73 61 50 41 1.3 1.4 1.4 1.4 0.8 0.6 0.4 02 illStrength based on strain compatibility; bottom tension Limited to 12 )f,' ;see pages 2-3-2-6 for explanation. } Shaded values require release strengths higher than 3500 psi. PCI Design Handbook /Fourth Edition 2 -13 • • Strand Pattern Designation No. of strand (10) S = straight D = depressed 111108 -D1 "- No. of depression points Diameter of strand in 16ths Safe loads shown include dead load of 10 psf for untopped members and 15 psf for topped members. Remainder is live load. Long -time cambers include superimposed dead load but do not include live load. Key 175 - Safe superimposed service load, psf 0.4 - Estimated camber at erection, in. 0.6 - Estimated long -time camber, in. DOUBLE TEE 8'4" x 20" - Normal Weight Concrete = 5,000 psi fpu = 270,000 psi Table of safe superimposed service Toad (psf) and cambers Section Properties Untopped Topped A = 363 in' - I = 12,551 in.' 16,935 in.4 Yb = 14.59 in. 16.45 in. y, = 5.41 in. 5.55 In. 4 = 880 in.3 1,029 in.3 Zt = 2,320 in.3 3,051 in.3 wt = 378 plf 578 pif 47 psf 72 psf V/S = 1.35 in. 8DT20 No Topping Strand Pattern 48-S 68-S 68-D1 88-01 108 -01 128 -D1 ee ec 11.59 11.59 8.59 8.59 Span, ft. 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 175 144 119 99 82 69 57 48 39 32 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0 8.59 12.09 6.59 11.84 4.59 11.59 2.92 11.34 184 153 129 109 92 78 66 56 47) 40 33 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.8 in ; 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7• 1.4 37 32 2.0 1.8 1.2 0.7 Table of safe superimposed service load (psf) and cambers 8DT20 + 2 2" Normal Weight Topping Strand Pattern 38 -S 68-S 68 -01 88-D1 108 -D1 ee 11.59 11.59 8.59 8.59 8.59 12.09 6.59 11.84 4.59 11.59 Span, ft. 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 179 144 115 94 76 61 48 37 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.1 193 158 131 108 89 73 60 49 39 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.3 0.2 0.0 122 103 87 73 60 50 41 1.0 1.1 1.2 1.2 1.1 1.3 1.2 0.9 0.9 0.8 0.7 0.6 0.4 0.2 • Strength based on strain compatibility; bottom tension limited to 12V f f ; see pages 2-3-2-6 for explanation. Shaded values require release strengths higher than 3500 psi. PCI Design Handbook /Fourth Edition 2 -15 DATE, 08/05/96 FLASHING BY G.C. T /PANEL Y T /D.T. #tsGv ''/G <E70 BY ERECTOR (TYP.) 1yx3x0' -4" AT EACH STEM) cV ROOFING BY G.C. S � 8" 5 /2. D.T. BEARING ON PANEL WITH LEDGER 502 ROF PAD FOR SPANS UP TO 60' -0" - y x 5 x 0' -5" 504 ROF PAD FOR SPANS OVER 60' -0" - i x 5 x 0' -5" DRAWN BY AAS CHK'D BY1 ISSUE DATE, JOB NO STANDARD CO=DE NO 67 Spillis Candela DAM Subject GkNiO ry 24 a 4 24 3 a F Project p acrp.+G f 5 %fOr-,riTO*. SG -100L Location Contract c'3z►tspro Cont. no. Page no. of Subject Page no. t of Comp. by Check by J try Date —7— 4 —O4- Date n R nt t= _ .. .tro ;ea 4;t'4. ft.. Pew 4*7 • /1 v. )rosB 4.41° t1 ._.e..ct: 6. 4) Ate Cri 06 ts;•pr6"" • Spillis Candela DMJM Subject GAP'gc1'c -! �Grc 2¢11 Project Location OVIT)SL`S GGfkit-Ffe'K. Ze,ActaL Contract c'3.211 3c ro Cont. no. Page no. of T.N Vcn,T YJ Tea € 4M Subject Page no. / of Comp. by J AM Check by Date 7 -7,3 -cad Date Moment Capacity of Rectangular Section A, for single bar Number of bars b Oor calculating 4Mn) )stance from tension face to centroid of bars fy s ksi fo s.,,zksi in 13.1 0.85 p 0.0060 P bat 0.0285 P max 0.0214 P min 0.0033 a 2.21 in Mn 198.97 kip-ft (1)Mn 179.07 kip -ft A for calculating z 48.00 Z (crack width) 149.77 (concrete cover) See ASCE 7-95, 10.6.4 ASCE 7 -95, 10.2.7.3 A, /bd Per ASCE 7 -95, 8.4.3 0.75 "p bm Whitney stress block 4 = 0.85 for flexure Per ASCE 7 -95, 10.8,4. z must be less than 175kips/inch for interior exposure; less than 145kips/inch for exterior exposure Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating 4Mn) do distance from tension face to centroid of bars fy tc R, P P hal P max P min a Mn 4Mn A for calculating z Z (crack width) In in in in ksi ksi (concrete cover) See ASCE 7 -95, 10,6.4 0.85 ASCE 7 -95, 10.2.7.3 0.0089 A./ad 0.0285 Per ASCE 7 -95, 8.4.3 0.0214 0.75 "p bm 0.0033 3.31 in Whitney stress block 290.18 kip -ft 261.17 kip -ft 4 = 0.85 for flexure 32.00 Per ASCE 7 -95, 10,6.4. z must be less than 175kips/inch for interior exposure; less than 145kips/inch for 130.83 exterior exposure Shear Capacity of Rectangular Section b d fy fo 4Vc 50bwffy= 16 in 21 in ksi 4 ksi 36.12586 kips 0.013333 Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating 4Ma) do distance from tension face to centroid of bars fy fc • max P min a Mn 4Mn A for calculating z Z (crack width) 0.85 0.0119 0.0285 0.0214 0.0033 4.41 375.88 338.29 24.00 118.87 (concrete cover) See ASCE 7 -95, 10.6.4 ksi ksi ASCE 7 -95, 10.2.7.3 A,/bd Per ASCE 7 -95, 8.4.3 0.75 "p bm in Whitney stress block kip -ft kip -ft 4= 0.85 for flexure Per ASCE 7 -95, 10.6.4. z must be less than 175kips/inch for interior exposure; less than 145kips/inch for exterior exposure Moment Capacity of Rectangular Section An for single bar Number of bars b d (for calculating 4Mn) do distance from tension face: to centroid of bars fy fo n n (concrete cover) in See ASCE 7 -95, 10.6.4 R1 0.85 p 0.0149 P bet 0.0285 P max 0.0214 P min 0.0033 a 5.51 Mn 456.07 4)M,, 410.46 kip-ft 4 =0.85 for flexure ASCE 7 -95, 10.2.7.3 A,Pod Per ASCE 7 -95, 8.4.3 0.75 "p bd in Whitney stress block kip-ft A for calculating z 19.20 Z (crack width) 110.35 Per ASCE 7 -95, 10.6.4. z must be less than 17514os cinch for interior exposure; less than 145kips/inch for exterior exposure Shear Capacity of Rectangular Section b d fy fo 4,Vc 50bn/fY 1w;6 in 2 * in 0 ksi ksi 40.38994 kips 0.013333 Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating 4Mn) do distance from tension face to centroid of bars fy fo R, P P bai P max P min a r calculating z Z (crack width) in2 in in in (concrete cover)' See ASCE 7 -95, 10.6.4 ksi ksi 0.85 ASCE 7 -95, 10.2.7.3 0.0179 Adbd 0.0285 Per ASCE 7 -85, 8.4.3 0.0214 0.75"p b, 0.0033 6.62 in Whitney stress block 530.74 kip -ft 477.66 kip -ft 4 = 0.85 for flexure 16.00 103.84 - Per ASCE 7 -95, 10.6.4. z must be less than 175kips/inch for interior exposure; less than 145kips/inch for exterior exposure Moment Capacity of Rectangular Section An for single bar Number of bars b d (for calculating 4Mn) do distance from tension facer to centroid of bars In in fy R, P P bal P max P min a Mn (I)Mn A for calculating z Z (crack width) ksi ksi (concrete cover) See ASCE 7 -95, 10.6.4 0.85 ASCE 7 -95, 10.2.7.3 0.0208 A/bd 0.0285 ' . Per ASCE 7 -95, 8.4.3 0.0214 0.75 "p bm 0.0033 7.72 in Whitney stress block 599.89 kip -ft 539.90 kip -ft 4 = 0.85 for flexure 13.7i Per ASCE 7 -95, 10.6.4. z must be less than 175kips/inch for interior 98.64 exposure; less than 145kips/inch for exterior exposure Shear Capacity of Rectangular Section b d fy fo 4Vc 50bWffy= in in ;60 ksi 4 ksl 0 kips 0 Moment Capacity of Rectangular Section A, for single bar Number of bars b r calculating $Mn) stance from tension face to centroid of bars fy fc P P bat P max P min a Mn 4)Mn A for calculating z 2 In in in (concrete cover) In Sae ASCE 7-95, 10.6.4 ksi ksi 0.8 ASCE 7 -95, 10.2.7.3 0.0060 AJbd 0.0335 Per ASCE 7 -95, 8,4.3 0.0252 0.75 *pbd 0.0035 1.76 in Whitney stress block 20118 kip -ft 181.06 kip -ft $ = 0.85 for flexure 48.00 Z (crack width) 149.77 Per ASCE 7 -95, 10.6.4. z must be less than 175kipsfinch for interior exposure; less than 145kips/inch for exterior exposure Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating 4rMn) do distance from tension face to centroid of bars fy fo Pi P P bai P max P min a AMn WMn A for calculating z Z (crack width) In in in (concrete cover) in See ASCE 7 -95, 10.6.4 ksi ksi 0.8 0.0089 0.0335 0.0252 0.0035 2.65 in ASCE 7 -95, 10.2.7.3 AJbd Per ASCE 7 -95, 8.4.3 0.75 "p bm Whitney stress block 295,15 kip -ft 266.63 kip -ft 4=0,85 for flexure Per ASCE 7 -95, 10,6.4. z must be less than 175kips/inch for interior exposure; less than 145kips/inch for exterior exposure 32.00 130.83 Shear Capacity of Rectangular Section b d fy fx 4tVc 50b„ Jfy= =16 in 21 in 0 ksi A, ksi 36.12586 kips 0.013333 Moment Capacity of Rectangular Section r.. A, for single bar .<fr, Number of bars b d (for caiculating.4Mn) do distance from tension face to centroid of bars fy fa • el P Max P min a Mn OMn A for calculating z . Z (crack width) n In in (concrete cover) in See ASCE 7 -95, 10.6.4 ksi ksi 0.8 ASCE 7 -95, 10.2.7.3 0.0119 AJbd 0.0335 Per ASCE 7-95, 8.4.3 0.0252 0.75 "p ba 0.0035 3.53 in Whitney stress block 384.71 kip -ft 346.24 kip -ft 1= 0.85 for flexure 24.00 Per ASCE 7 -95, 10.8.4. z must be less than 175kipsltnch for interior 118.87 exposure; less than 145kips/inch for exterior exposure Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating OMn) do distance from tension face to centroid of bars fy fc at P P bal Pmax P min a Mn OMn A for calculating z n2 In in (concrete cover) in See ASCE 7 -95, 10.6.4 ksi ksi 0.8 ASCE 7 -95, 10.2.7.3 0.0149 AJbd 0.0335 Per ASCE 7 -95, 8.4.3 0.0252 0.75 "p by 0.0035 4.41 in Whitney stress block 469.85 kip-ft 422.87 kip -ft 4= 0.85 for flexure 19.20 Per ASCE 7 -95, 10.6.4. z must be less Than 175kips/inch for interior exposure; less than 145kips/inch for exterior exposure Z (crack width) 110.35 Shear Capacity of Rectangular Section b d fy fc +Vc 50b„/fy= 40.38994 kips 0.013333 Moment Capacity of Rectangular Section A, for single bar Number of bars . b d (for calculating fMn) do distance from tension face to centroid of bars fy fs 01 P P bal P max P min a on calculating z (concrete cover) See ASCE 7 -95, 10.6.4 0.8 ASCE 7-95, 10.2.7.3 0.0179 AJbd 0.0335 Pet ASCE 7.95, 8.4.3 0.0252 0.75 *pbm 0.0035 5.29 in Whitney stress block 550.59 kip -ft 496.53 klp -ft 1= 0.85 for flexure 16.00 Z (crack width) 103.84 Per ASCE 7 -95, 10.6.4. z must be less than 175kips/inch for Interior exposure; less than 145kips/iinch for exterior exposure Moment Capacity of Rectangular Section A, for single bar Number of bars b d (for calculating CMn) do distance from tension face to centroid of bars fy fx PI P P bal P max P min a Mn OMn A for calculating z 13.71 Z (crack width) 98.64 n n n n ksi 2 (concrete cover) See ASCE 7 -95, 10.6.4 0.8 ASCE 7 -95, 10.2.7.3 0.0208 A,tbd 0.0335 Per ASCE 7 -95, 8.4.3 0.0252 0.75 "pbv 0.0035 6.18 in Whitney stress block 626.91 kip -ft 664.22 kip -ft $ = 0.85 for flexure Per ASCE 7 -95, 10.8.4. z must be less than 175kipsrinch for Interior exposure; less than 145kipsfinch for exterior exposure Shear Capacity of Rectangular Section b d fy fa +Vc 50bwJfy= 0 kips 0 • Shear Friction Capacity be do f'c fy µ, X, Number of bars Area of single bar Vr, 4Vn Max V„ be do fc fy µ Number of bars Area of single bar V, (I)Vn Max V„ be do fc fy Number of bars Area of single bar V„ 4Vn Max V„ in be = g in be in in doh ,3 in d, in psi f , 3v� P ' o � � psi f � ���F � � , d � � psi ksi f,, a ksi fy ksi ksi fy IA µ F 4 Number of Number of bars F bars Area of Area of in2 single bar in single bar J.° V gxin2 52.08 kips V, 73.92 kips V„ 100.8 kips 44.268 kips •Vn 62.832 kips On 85.68 kips 179.2 kips Max V, 179.2 kips Max V„ 179.2 kips in be in bc 3 in in dc P =in do in psi psi fc psi fc�� �� Psi ksi fy� ksi fy ksi IA il 4) 4) Number of ' r Number of bars bars Area of Area of in2 single bar in single bar ®'� in 78.12 kips V, 110.88 kips V, 151.2 kips 66.402 kips 4,Vn 94.248 kips 4Vn 128.52 kips 179.2 kips Max V„ 179.2 kips Max V„ 179.2 kips in bc ` ©' in b, in in do in do in psi fc s�3 psi fc psi ksi f ksi f ksi 4 Number of Number of bars bars Area of Area of in2 single bar A ag in single bar fi... `$ din` 104.16 kips V, 147.84 kips V„ 201.6 kips 88.536 kips On 125.664 kips 4Vn 171.36 kips 179.2 kips Max V„ 179.2 kips Max V„ 179.2 kips CONCRETE. COLUMN ANALYSIS by ACI 318.83. Copyright (C) 1987 by Concrete Reinforcing Steel Institute c umn 16 "x 12" w/ 4 # 9 #3 Ties @ 12" o.c. f'c 4 ksi Fy 60 ksi @ OOo Bar Coordinates: in. from origin Bar 1 2 3 4 X -5.40 -5.40 5.40 5.40 Y -3.40 3.40 3.40 -3.40 ♦ \P1nOk ♦ \Mln'Ok C" E" 0 0.00 74.65 2.60 0.00 Mo 1 17.61 76.07 2.86 51.84 2 36.59 77.38 3.11 25.38 3 52.21 78.30 3.37 18.00 4 65.41 78.92 3.62 14.48 5 76.80 79.28 3.88 12.39 10% of f'c *Ag 6 91.40 82.80 4.16 10.87 7 105.30 85.94 4.44 9.79 8 118.62 88.74 4.72 8.98 9 131.47 91.22 5.00 8.33 10 143.92 93.41 5.28 7.79 156.03 95.32 5.56 7.33 Balanced 196.97 93.10 6.10 5.67 234.10 90.81 6.65 4.66 14 268.27 88.33 7.19 3.95 15 300.11 85.54 7.73 3.42 16 330.08 82.38 8.28 2.99 17 356.68 78.26 8.82 2.63 18 381.78 73.60 9.36 2.31 19 401.29 69.85 9.90 2.09 20 424.87 64.27 10.45 1.82 21 447.85 58.19 10.99 1.56 22 470.32 51.57 11.53 1.32 23 492.35 44.40 12.08 1.08 Pmax 24 492.35 0.00 0.00 0.00 CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute A 1 6 " x *les @ 16" o.c. t ! 4 ksi Fy 60 ksi @ 000 Bar Coordinates: in. from origin Bar 1 2 3 4 X -5.44 -5.44 5.44 5.44 Y -5.44 5.44 5.44 -5.44 ♦ \PlnOk ♦ \Mln'0k Cu E" 0 0.00 89.60 2.33 0.00 Mo 1 27.30 97.18 2.70 42.72 2 51.83 103.63 3.07 23.99 3 71.59 108.50 3.44 18.19 4 88.15 112.23 3.80 15.28 5 102.40 115.10 4.17 13.49 10% of f'c *Ag 6 130.50 125.71 4.80 11.56 7 156.81 134.59 5.43 10.30 8 181.89 142.01 6.06 9.37 9 206.09 148.11 6.69 8.62 10 229.64 153.01 7.33 8.00 11 252.69 156.77 7.96 7.44 Balanced 12 287.51 153.35 8.62 6.40 319.49 149.24 9.28 5.6.1 1#r 350.06 144.77 9.94 4.96 14x) 379.48 139.82 10.60 4.42 16 407.96 134.30 11.26 3.95 17 435.65 128.14 11.92 3.53 18 462.67 121.29 12.58 3.15 19 489.14 113.69 13.24 2.79 20 511.37 107.01 13.90 2.51 21 536.93 97.82 14.56 2.19 22 562.12 87.80 15.22 1.87 23 587.00 76.93 15.87 1.57 Pmax 24 587.00 0.00 0.00 0.00 CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute uumn 16 "x 16" w/ 4 # 9 #. Ties @ 16" o.c. f'c 4 ksi Fy 60 ksi Q 000 Bar Coordinates: in. from origin Bar 1 2 3 4 X -5.40 -5.40 5.40 5.40 Y -5.40 5.40 5.40 -5.40 ♦ \P1nOk +\Mln'Ok C" E" 0 0.00 110.73 2.66 0.00 Mo 1 29.78 117.18 3.00 47.22 2 53.14 121.96 3.35 27.54 3 72.27 125.57 3.69 20.85 4 88.43 128.31 4.04 17.41 5 102.40 130.37 4.38 15.28 10% of f'c *Ag 6 130.16 140.67 4.97 12.97 7 156.09 149.34 5.56 11.48 8 180.71 156.62 6.15 10.40 9 204.38 162.67 6.75 9.55 10 227.31 167.59 7.34 8.85 11 249.68 171.45 7.93 8.24 Balanced 289.98 166.93 8.61 6.91 1 325.72 161.44 9.28 5.95 1 359.58 155.74 9.96 5.20 15 391.92 149.68 10.64 4.58 16 423.01 143.12 11.31 4.06 17 453.06 135.98 11.99 3.60 18 482.25 128.19 12.67 3.19 19 510.69 119.67 13.34 2.81 20 533.75 112.53 14.02 2.53 21 561.02 102.43 14.70 2.19 22 587.82 91.51 15.38 1.87 23 614.21 79.71 16.05 1.56 Pmax 24 614.21 0.00 0.00 0.00 -2.13k Loads: LC 3, D +L Results for LC 3, D +L Reaction units are k and k -ft lc,pillis Candela & Partners,. . Leonor Ortega 032113050 7.6 Ar ,Wni -ktdAl t4cA-n04 11�I4 : r L .q�PS G��� VGZ Kip 4.t. .o y2 Inc -r F.l Fit, r,./..16 I. 1 • G !,'..P' 33 zr: use. wF -4Z. Frt. u.s W r -3 G r-7 Doctor's Charter School July 23, 2004 10:16 AM Doctor's Charter Schoolr2d.r2d Spillis Candela DM)M I Subject P/L4cAST - GvVOA. WAlt.tt WkY Subject Page no. J of Project Pec.Tott. r.$ Gitoor -fin. Sc4-1-oa4 Location Contract o3 zi t 30re) Cont. no. Comp. by d A M Check by Page no. of Date •]— 2.3 -o Date 1 ! kihv ' a n k • : n • I6!2. • 4 U LT G . j 1:7 p ; ztAi .U,7 G u .63 . ._ 0,2-$ f‘clt �..T t '1 c kit It { r's 1, 13/ Spillis Candela DMJM Subject Pn. cfv? Go /t>r WA t)' Project Doc.-rg2.`S alAe--rE 4t. Sc- ttoot. Location Contract c>3Z /13n -o Cont. no. Page no. of Subject Page no. Z' of Comp. by JA /.f Check by Date 7 -Z3 -v4 Date t C M 17.aG ...��,x , co V 1',7.t /taG. ._. _ 3vG ;.. „ I:, )t 12.,te 14141. g ..;. w y #t ed 6 A 0 ►24tie a to 4 %G. } lv.? C r;¢ ua a- t t$ lr x* FTC. Spillis Candela DMJM Subject enzaksT Cia1EKd (A.M fiCr.JAfS Project (j 0GTea s Glf*"."1" Location K. ScdobL Contract 0.3Zti3o3 a Cont. no. Comp. by J, M Page no. of Date 7 - - . -c + Subject Page no. 3 of Check by Date CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute •irnn 10"x 12" w/ 4 # 5 ies @ 10" o.c. i 4 ksi Fy 60 ksi @ OOo Bar Coordinates: in. from origin Bar 1 2 3 4 X -2.57 -2.57 2.57 2.57 Y -3.57 3.57 3.57 -3.57 ♦ \P1nOk ♦ \Mln'0k C" 0 0.00 26.31 1 14.53 29.29 2 25.74 3 33.52 4 41.29 5 48.00 6 59.22 7 69.83 8 80.00 9 89.83 10 99.41 11 108.78 12 125.52 141.28 156.26 J 170.62 183.92 196.71 209.22 220.03 232.10 244.00 255.76 267.38 267.38 16 17 18 19 20 21 22 23 24 31.50 32.98 34.32 35.37 38.37 40.95 43.17 45.06 46.64 47.92 47.59 47.08 46.33 45.32 43.88 42.11 40.05 38.14 35.48 32.51 29.21 25.58 0.00 E" 1.85 2.13 2.41 2.69 2.97 3.25 3.65 4.06 4.46 4.86 5.26 5.67 6.17 6.68 7.19 7.69 8.20 8.71 9.21 9.72 10.23 10.73 11.24 11.75 0.00 0.00 Mo 24.19 14.68 11.81 9.98 8.84 1096 of f'c *Ag 7.77 7.04 6.48 6.02 5.63 5.29 Balanced 4.55 4.00 3.56 3.19 2.86 2.57 2.30 2.08 1.83 1.60 1.37 1.15 Pmax 0.00 Spillis Candela DMJM Subject Pt teCALSI CO4C4 . W M.. &arkl, Project Lac-pipit 'S Location C. MA w-ret .S'G `oQL Contract 0321 13a6-0 Cont. no. Page no. of Subject Page no. 4- of Comp. by SAM Check by Date Date 7- .a. -cam ..�..�� 5 to tvi44a'vOK-r * 4 T-1--s i. per. Plc. • TOP '11F S C•414, Zu • Spillis Candela DMJM Subject Project Location Contract Cont. no. Page no. of Comp. by Date Subject Pag, no. . of I Check by 1,►71%�: ?.a Date to- 1 IM qu I 6 �+ z, tve lod,tLS �CHL„ + fZ cc `E 'eC r 4 e .43 Spillis Candela DMJM Subject Ti c7 -UP PAJet. LQkc Kept.%04 Subject Page no. of Project Dcrzote. S CHRa r *.. SGtfe+t,(. Location I-1 M I SMUGE 5 Contract 01a 1130. p IL6.aGE � PC. Cont. no. Page no. of Comp. by Check by M Date 7- 2. -o 4 Date Spillis Candela DMJM • Subject W 1'1i LOA OS Project Location Contract Cont. no. Page no. of Comp. by Date Subject Page no. of Check by Date Spillis Candela DMJM Subject .B t l L,pi rJG NV. 1 Project Location ,DDGTG1214 CHA, rL K. oYGHDOL Contract MI Anil SHotEpS Cont. no. Page no. of ToL-r - c Br , • �Q.�' F Subject Page no. of Comp. by Check by 4i A A4 Date 7 - 2-L- Gj. Date • Spillis Candela DMJM Subject Dvlc<©id G. Do.- - 2-1°0 R R Project .bOc7bE, `,S C4 X&g £CMovc. Location Mt AM ! s• o rtes Contract Cont. no. Page no. of Comp. by .3 A644 Date '7 - 2.2 -p Subject Page no. 4 of Check by Date fl kAJC 0 2. 1 • 3,6 2. • Hou . 2sk*p • *.D tiffs:: : ::IA): ems :: G 0f s Nt 2 C t... LtiT t • t4O�K..., c - rAct?: �?.• Cl. 4K i r3 e,tb (sri) L or 1 4- 4- .. AS a 4 , s t +t s: +V& Pf *15 l t-r ee u cc- 4e lt oG ,k.. Spillis Candela DMJM Project be C�1 Sc, (4 Location Contract Cont. no. Page no. of Subject Page no. of Comp. by Check by Date 0 % — 2 2-" 10"-4 Date '1 -4 g z .r`G r Results for LC 6, ACI 9 -3 Reaction units are k and k -ft pillis Candela & Partners,.. Doctor's Charter School Leonor Ortega 032113050 July 20, 2004 4:30 PM Doctor's Charter SchoolrW2d.r2d 1.3 Results for LC 5, ACI 9 -2 • Reaction units are k and k -ft pillis Candela & Partners,. Leonor Ortega 032113050 Doctor's Charter School July 20, 2004 4:31 PM Doctor's Charter Schoolr2d.r2d • ) Spillis Candela DMJM Subject TI LT Project Location Contract Doc-rott.(4 cMrG,t 4-00t... )-{stki4 1 •Tt+cpw-e.t VILA-A G6 j Cont. no. ec-r to•J re-04? F Subject Page no. of Comp. by Check by A A4 Page no. of Date 7- la- Date ; : i 7 : • : : : : : : : .•;.,..---;,------ , 4 jt#. , 4•1<- • 44.'t. • i :• 4.,- • : • $.4-it:r40*-°0-.1),4V• • 4 ktak41-:,:bt4 -; . , ... .... .... '1 . 1 . ; 07.;; .") 4L4e1/40A:.. Mal MI tiMrilireilE111_;1.011 ..,,,..i.,! - , ----- --- : --- : •:L__ •.: . , ; 111 j._ ' At : . , : : , f•r-- ., • 111 . : //1. 2 NA-M-1744 11 v4.7 --- --- --- 11 --- s Z" ok 'T ye- SA-ft. mart -Cut% -,4frf. re elc. • • Ectt4 '1/4* I 2214-1‘ VF A-Cr UNA 14... iFte PLC. of? tatt4.4- aot...tr- r Cmor-b snict Co I to.r7r (t. 4- • ; 1A4c.t...v.Hr..i.--H.:7: A. IcjEs Li- , . elv A - # r 4, rri)4v+lr 4- L Ik) Ir Spillis Candela DMJM Subject Project Location Contract Cont. no. Comp. by Page no. of Date Subject Page no. of Check by Date e. ke }ti • t 41 '%f44t v fit ... -. Q.. ? -. • Spillis Candela DMJM Subject Project Location Contract Cont. no. Page no. of Comp. by Date Subject Page no. of Check by Date • I Vd t -; -{:4- 1, t • • Spillis Candela DMJM Subject R V' F Subject Page no, of B EA M v 1 t-so G att. Project 06 crt n `,z C 14-Altd707t. S-H -aal. Location M ► Si.fov d& Contract Cont. no. Comp. by Check by Page no. of Date '7 ZL —o 4 Date • Spillis Candela DMJM Subject QVftjltlG 1.19 1 Project 15 O GT-0►L 'S C ZGif 0L. Location Contract 0 3 24 13vd Cont. no. Subject Page no. 1 of Comp. by J A M Check by Page no. of Date ' ^Za'd Date 1 1 4 N js-sa !°s '" 7sz 14v N its rwo ); {C}t- Ira 4 00' f — • tgd -47•t '1 1.:g ..�.R..GG:+.... a4.. . to- a "-x' ;g 44 3 e -re FP Spillis Candela DM)M I Subject 6u1*.O0 G Po, Project oc- -rGrt. �S COAti- -tent, Sc woo 4 Location Contract b32: t 3o cro Cont. no. Page no. of � REG't5T W kLk W M( Subject Page no. of Comp. by Check by M Date 7 - 242 -D 4- Date tiO, OA. .1.. #��.;.. Via.. tso- Lt7 -e tic?! • Spillis Candela DMJM Subject Project Location Contract Cont. no. Comp. by Page no. Date of Subject Page no. of Check by v, Date 1k 4 u. G". • • • x ,,._:' : :. __alai' ' 0-1_ _I-16. .:,. t, , ; i : :, ., : ::.: i - 11 8 STU# 1 -6T of 4 PAN ,3, u Z ) $.� /WGLD V.h w 4 N pd,- r,ut -r« ar . -d 4.4 1,2.-0-4.7k1 ►c .::.....; ¥Zo o F fA44 tvr V t� 'i iU 7 ✓ tm/ tocft �A1 o Spillis Candela DMJM Subject Project Location Contract Cont. no. Comp. by Page no. Date Subject Page no. of Check by Date Spillis Candela DMJM Subject ?1‘3111 FL•K. , COOLS, E 4. Project Location boC7o4,3 C1.}A 1t 7C2. Samoa, Contract 032.113uref Cont. no. Page no. of Comp. by Ai Date 7- Z 7.0 Subject Page no. ! of Check by Date Spillis Candela DMJM Subject 2 L fl Cc t46-t„ Project Dc crzw,S Cft-PO.T , See-cot_ Location Contract O ,3 a t i or Cont. no. Subject Page no. a'of Comp. by 4AA4 Check by Page no. of Date 1 -27 —P 4- Date • Spillis Candela DM)M Subject ND put, G4aK,40 �tr Subject Page no. - of . Project Docrytt4 CtitKstr'Fz, ,SCttp0L. Location Contract d 3 2,1i 3 t„.1173 b Cont. no. Comp. by ci Check by Page no. of Date "7 -2.7 -O ot Date Wthu "? ocr4c °O. trvt O 56 Fr rT - 7 •5 tt r. ` FtLi cx J: tom? Et,S MST UN `ti rr V P tit k6L i• Spillis Candela DMJM Subject r ,oF Cat 4 aEL Project 0oC.7DKS Cbkk+G7pt. i'C tQD W Location Contract p..1 Z 11 3 0S Cont. no. Subject Page no. / of Comp. by J A .4 Check by Page no. of Date 7 -1..7- 64- Date Spitlis Candela DMJM Subject rLODF CpCtaeA_ Project b °crytte CI4 kK.T 6/L „c h-pot, Location Contract n 3 113o ro Cont. no. Subject Page no. of of Comp. by ci A M Check by Page no. of Date 7- 2E4_04 Date 7 %:r;erc s 7 iw Lt Ctc7 - N + ) G L,CQeL. rtr Spillis Candela DMJM Subject Project Location Contract Cont. no. Page no. of Comp. by Date Subject Page no. of Check by Date tot. et, 0 .:. .8.4 an L.nnlG 27 _4-- 2,_ I� 4 kw t tc g v ..= (oe C.c of tal 4" MN . Po.) irou " • • • • L 12a:W 113 t.o < 'it ••tt. • Spillis Candela DMJM Subject /1/4/114C . Project oc,rorc. 's Co-tnrzstegr-t, Sc-ciaot. Location Contract D Zi j Tort, Cont. no. Subject Page no. of Comp. by I& Check by Page no. of Date 7 -24 ''.9+ Date Spillis Candela DMJM Subject ,57,0 L 'roc.)G►L mow Project IDOc rt>n, S C HA vrePz. Sc Ka L., Location Contract b3Zil3o n Cont. no. Comp. by 1/41A Subject Page no. of Check by Page no. of Date 7 -2-1-(4. Date c: 2. 2- • tfi oczfc, b ^t' �# i I k�' r0:,..4 � it ..p P4 at 1 ," c��rL a F7 nP a :-F�� �N�� L G c0: 0 lo 4 r (r` 6d• 2 ÷ aor P' r Pis GCet ..�. - - tttfir Spillis Candela DMJM Subject S pot 'ta NJEr. Project be C*!-AKTf ?t. se* Do L Location Contract oar Cont. no. 03 2)t,24.cra Page no. of Comp. by A M Date 7 -2- - 04 Subject Page no. of Check by Date • Q7c 1" FAN. REFER TO MECH. DRAWINGS HOIST BEAM SEE STRUCTURPL D*GS. +3t-r •P' TOP OF PARAPET DOUBLE TEES, SEE STRUC. DWG'S. EXPOSED CONCRETE - SLAB. PAINT FINISH. CONCRETE BEAK SEE STRUCT. DWG'S. die-410*-T A.F.F. EXPOSED CONCRETE SLAB. EXPOSED PC AST% pma ftasa WOLL ASSEMBLY TYPE •, SEE SHEET A-6101 PC JOISTS, SEE STRUC. DWG'S. AkEL + 111%.0* SECOND FLOOR CONCRETE BEALL SEE STRUCT. DWG'S. dhEL+10.-0'' *.F.F. ELEV. MACHINE Ril. EXPOSED CONCRETE SLAB. .,ha cr-o• v GROUND FLOOR WATERPROFING NIEMBRAME, ALL AROND Pff -4• -Cr BOIT. OF PIT WN.i. ASSEMBLY TYPE 7, SEE SHEET A-6101 PIT LADDER, SEE OET.X/X LIGHT FIXTURE OUTLET ah a 0' -Cr GROUND FLOOR WATERPROETNG MEMBRANE. ALL more PO DRY SUMP 18118X3 FOR CONC. FOOTING REFER TO STRUCT. DWCS NOTE: WATERPROOFING MEMBRANE ALL AROUND Pff • Spillis Candela DMJM Subject eV rnt G 1 RnoF ¢lJ 1,04�� RI, evresr Project bocratt.`s Ct4- 4 rt. -rc- t.. Scat -oc, Location Contract o3 2. r(3os-r' Cont. no. Page no. of Subject Page no. ! of Comp. by Check by Date -7 -2•4t -v Date Spitlis Candela DMJM 1 Subject MICC t l le Mci •� I vic Project .Doctok,t,t cbarGK Sc44 aot, Location Contract 03 L I I2c f n Cont. no. Subject Page no. l of Comp. by ISAAi Check by Page no. of Date 7 - 1.1-o4- Date t no i It. • 2.'011 . FL-C✓o -3i sr6 or ,.r a- Wit....... • • 7• f b 0. t. 6 r rat LG a, .:. Spillis Candela DMJM Subject /09fSa. Sri c• M c t3 6K..4 Project Dac-rarz, Lc c►ann.-cere. scm ook.„ Location Contract d 3 ]. ►i 303-© Cont. no. Page no. of Subject Page no. k of Comp. by Check by SAM Date '7 -4 i —n4 Date SPILLIS CANDELA DMJM 800 DOUGLAS ROAD CORAL GABLES, FL. 33134 (TrPJC4L FOR 441_7) THIS PROGRAM COMPUTES POSITIVE AND NEGATIVE WIND PRESSURES ON DOORS AND WINDOWS, BASED UPON THE METHODOLOGY FOUND IN ASCE 7 -98 PROJECT NAME - DOCTORS, CHARTER SCHOOL * * * * * * * * ** INPUT ECHO * * * * * * * * ** BASIC WIND VELOCITY (MPH) 146 BUILDING HEIGHT -'H' (FEET) 30 IMPORTANCE FACTOR (I) 1.15 EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT .18 TOPOGRAPHIC FACTOR - Kzt 1 * * * * * * * * * * * * * * ** COMPUTED FACTORS * * * * * * * * * * * * * * ** DIRECTIONALITY FACTOR Kd 1 VELOCITY COEFFICIENT Kz .9822525 BASIC WIND PRESSURE -Q (PSF) 61.64057 * * * * * * * * * * * * * * ** COMPUTED RESULTS a/y.6A, , * * * * * * * * * * * * * * ** r '- WIDTH HEIGHT -GCp4 -GCp5 +GCp45 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 36 36 -1.1 : -1.4 1 60 60 - 1.029734 - 1.259469. .9297343 84 84 - .9781288 - 1.156258 .8781288 120 120 - .9234247 - 1.046849 .8234247 144 144 - .8954616 - .9909232 .7954616 190 190 - .8529451 - .9058902 .7529451 205 205 - .841291 - .8825819 .741291 216 216 - .8332745 - .8665489 .7332745 240 240 -.8171151 - .8342302 .7171151 252 252 - .8096321 - .819264 .709632 WIDTH HEIGHT -P4 -P5 +P45 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 36 36 - 78.89993 - 97.39211 72.73588 60 60 - 74.56872 - 88.72967 68.40466 84 84 - 71.38772 - 82.36768 65.22366 120 120 - 68.01573 - 75.6237 61.85167 144 - 66.29207 - 72.17638 60.12801 190 -63.67133 - 66.9349 57.50727 5 205 - 62.95296 - 65.49816 56.7889 216 216 - 62.45882 - 64.50987 56.29476 240 240 - 61.46275 - 62.51773 55.29869 252 252 - 61.00149 - 61.5952 54.83743 WIND PRESSURES FOR OPENINGS : IN WALLS, SUCH AS DOORS, GLAZING, WINDOWS, STOREFRONT, ETC. TRIBUTE AREA OF MEMBER ELEV. (SOFT) POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) INTERIOR ZONES EDGE ZONES. < 25 79 25 TO 50 75 -50 TO 100 _7a 100 TO 150 '8 - 76 150 TO 200 (4 200 TO 250 541 - 70 250 TO 300 53 - C7 300 TO 350 43 350 TO 400 3 - 5 400 TO 450 5<v (pa 63 450 TO 500 5 5 'yore e 1 S ~ n. rr 4sc: -/a,- d g , c a• Fad. 14, 04, L.Gu L o/04 r't:vJe... ikf ' -n1c 71.1#7,4 cdZCU G.,tst`7dr--2f ID -/W) 2 2 - o CAD rn .� e. c4-i"a -i2 la f a C-.&? Spillis Candela DMJM Subject 1- ro29' 'e' w t- /. /1) Project 1 da wS `7 a r sc Location Contract Cont. no. /- / r , shy, -mss 14 Pa, 4', 3 --// So s zs Page no. f` "}SU (—DM G 2" Subject Page no. of Comp. by / I P Date 7 a a- oe/ Check by Date 57, 8 RCP o, 3 - (-0,S).] i r `. 7 ) S. .. -.:- + r • J_..- ii P - �� JJ 1 i- ¢�j7� i... • /) 1 , 1 ; • I_ • ' t..' I Y(� S T -. _ _ _ __r r_. __— ___r 1 ___ - -_ _ -... t_::__.__ _. •- _i.__l.._' -.y '', , .o Tll___. . . 1 1 t ...._ii - ..r ; i j I t I ! I I _i i.- .......__.:... — J _ _! 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I { r x3 1 I ; i ! .. ..r • ... {..__ }._.._.,.__. ,. 1 i 1. _..'... »_....:... 1,,, 'wry I _ I - .... _ _ . -. .... ..._._._.___.._ ......... ........ . ._. . . .. . {..._ ._ ..-- .,_._..... j. 1 I. r T � 7 • i ' •' ■ ' i ! - L ,_..._ . T t. 1 r , . -r .i I 1 1 ! i i i t i t ; . i I' Spillis Candela DMJM Subject 1- 5rdg f )lLpiti s . Project j)xly r' C rt —"{ ScLa -(p-e Location Contract Cont. no, Subject Page no. of Comp. by Check by Page no. of Date 13 1` 2, 3 Date 1 pti } • • , • F; 1 Q j I T —i yeti 1 -- -C�ai� -' ' _. — 1... . i 1 I i I I ; 1 111 i 1. . i i I ._.. .._ .{......- • I 1 1....V._. j... • :._ ..-" `"_... i.. -"'1"-- • .- J_._L__ ".... _.._ ......j 1 I '- *""--' I • -"_- - - ,.— "'" "..._. } _ _ ....i . 1. .__""" —.-" ! -."" _...._ ; . _ _... • _._. 1 1 I 1 ' I 1 : _ I , _ { I — .. .. I ._... : :_t_ ._. __ j I .._........ t-- .._ ...... ....... i V... i...' 1 DDEC K INC � .DECK DESIGN DATA SHEET . No. 18 NSILE STRENGTH OF ARC UDDLEWELDS - Wind Up`ift Forces on Roof Deck (1) 5kce i2) Visible Weld dia. Visible 81d dia. Visible Weld dia. Steel Ga. .5 .75 1.0 .5 .625 .75 a.0 ' .5 .625 .75 ' 1:0 Fy: 5 ks grade A* 230. '3' ". 430 560 520 670 820 1120 930---160 200 250 300 410 Fy Fu u _ s 45 ksi• 18' 360 � `k61 560 760 650 84d;• 1040 .1440 250. 320' 390 18 440 +570 690 ' 940 730 1020 1270 1770 310 400 490 660 4 A446 grade C 22 280 360 440 590 530 690 840 1140 200 .250 310 410 Fy : 40 ksi 20 340 430 520 710 630 810 1000 1360 240 300 370 500 >:u = 55 ksi 18 440 560 680 930 790 1030 1280 1760 310 390 480 650 16 540 690 850 1150 730 1240 1550 2160 380 490. 590 810 A446 grade . 20 370 470 570 22 3 640 .580 750 910 1240 220 280 330 450 Fy = 50 ksf_ 310 390 480 710 890 890 1090 1490 260 330 400 .540 Fu = 80 kS1 18 590 610 920 1010 860 1350 1690 2360 410 530 650 880 380 510 470 600 T30 900 170 220 270 360 3 Fu s 33 its t 611 grade 0* 2 250 ��d✓ 460 620 550 710 870 1190 210 260 320 430 F: . 300 ' •--"-Fu = 48. ks1 8 i8 380 490 600 8111 690 • 900. 1 110 1540 270 340 41:0 . 570 16 470 610 740 1010 .730 1080 1350 1890 330 420. 520 710 A611 grade 0 22 270 340 410 560 500 650 790 1080 190 240 290 390 Fy 2 40 ksi 20 320 410 500 670 600 1.70 940 1290 230 290 350 470 Fu = 52 ksi 18 420 530 650 880 750 980 1210 1670 290 370 450 .810 Id 510 .360 . 800 1090, 730' 1170 1460 .2040 360 460 560 760 * Roof deck is generally specified to meet ASTM A448 grade A (galvanized) of A611 grade C (painted). (1) Single metal thickness values. (2) Double metal thickness values - end laps (3)Edge laps (at supports):_ Ali table values are In pounds (tension) and are design *values found by the formulas given in the AISI satety factor is 2.e but the 33 •._. : li ... i • 1 . to .II - li -*< • fl • .• ••ai• fl ii -P .:1 fl increase for wind loading has been included. The edge lap Tvalues ensile (Strart43h 3) have Weld�eti reduced �. AWS • adjust for eccentric loading of the weld as recommended by procedures for arc puddle welds are to be followed. A minimum electrode strength of 60 ksi is required. August 19;1966, Edition with December 11, 1989 Addendum. (5) R.A. LaBoube and Wei -Wen Yu, Department of Civil Engineering, Center for Cold Formed Steel Structures, University of Missouri -- Rolla, Civil Engineering Study 91 -3 ti;::d ah Spillis Candela DMJM Subject t-,51071? R,v, Lrva$ Project c1 `s c/74,/-43, Location Contract Cont. no. Page no. 16 -of Comp. by A- , f Date Subject Page no. of Check by Date : ' : ;. -.. , J t ! : j -: i i : I I T_.. I --- _ - _ _ . ___ __._ I . i - -4 -.' . ; t 1 j 1 1 i ; ! iI 1 .. w` , i i .._T - ; i 1 ..t._r.` 1 t_.._--' :r7�t %75%_Y._,_'' `_Y' - L ?-'- -- _ ___ , 'f 1 -� '__tom._ "f ,,,� " -'T-' : ,V, __ i : -- i--� -' ? 1 — . -1._ i_:....�__� __.?__ F I I 1 i... j 1 T ! '- '* i I- _ * °� --r __. 1 �//y� t •I -J -..- - .- t._:_____.___. - t _- ... -.. Jj Ja11 _"`�! T, _.- -; -.._ '_ ^__I_ - F r I i -- '._, __Yf_;aaM1 -=�'- .may. /y .i_. -� -� - -L 1 r 1 __l_ 1 -'�-- - !-- -j - --i -- [ t` M`I ---+_.'_i ! I.J�, i -�Iy ,yam ' t' J _ i_ i—! -- i__j_..1. - -. - "t- - it �tl _. - .__: ! _r- - �1�.- , i--- }._..... *AVi 1-'-'-'' i- - _" r---- :�y F, _"'_ ' i ,"" i ! I ' - lC , 1 i t ... -., i j __ ._. : 1 - t_ i _ 1 .� � : trJ : .' . }_ F.... Spillis Candela DMJM Subject 1 b OA' ibUil..0/AP . Project Location s Cianew. ge4 . tram $11t�i-L'C , t `. Contract Subject Page no. of Page no.® of Comp. by /4, / Date 7J tJt2 � Check by G•�— raiv� Cont. no. QDate WA fi7 J 2 tea- ► .. : y.........- !. ....... a i 4 '4 • { 14 ' 41'' rii Y 1v t ° I ' � : :.. ✓: Fr : 4P1 . : .'1! .. A,Wa:; - — __._...._.. ... - -. ..t { . _ . 1 • 1......x.1 _ � .- ._I....... ._ I = C -_ -: 1 y __ _._ ! I - 1 : i . I .;... 1 ; FD} � r i� j iE>� .' .. ...i. i. • ` }Ci�... --i i i .....__ .J • • - J J _ - _ . - 1... 1 ... -- .. _ _ yT _ _ ._.. . -.. — ....; I 1...1 1 1 1 1 . 1 s.l _' F.._2._..i —. }._ ........ . -- __ _ .... _I __ ___ r .... . .... __ _ ____ _ ___ ___ ._{ !._t_._ _ -+ f...- 1 1 A_. +._.- . - - -:._ __ ._t....! -_.�.; }... _ I t -. ._. .___F i_'_� ... - __._..i.._.- 1 .j;'- -t - -'� "_.'_.. .. i.. ._.j__�_- _'._.t__ � i i .t :.-. !.._. _ :_ F _ " I : I :� e.- J.. .4. _ y 1 , 4 ... ___ _. _.'_••._._. _ i. '..._i... _._{---f -, T 1 ° +'_'i.".'_ - -j- --- ;.__j._..__... .._,- . +-"',--- i--r..:- ..�... I I t__.,. -.+ 4- -- i - .: -.'�. - ...1 -4 - _ _ I .'r_„' - - I 1 .. !- Ir-i -" .-�'-'-'-i • -- --1-_' ? --�'- -- .._,�__. ......f_ °�._i..'� °.' - -'-- - 1 t - - f..' i.' 1 _ .._. "i -. i... _ :. ... ._t..._._.._�_..>- ¢i� ; i- -'-- ''- ... - .f_i-'-' - -I _; "._' {.'.7_.' .._i. ..I.. _..'.. .:- --I ... ! '.....+._ _._..- _. t.. °... .. 1 { r {._.._;.'.. ` _.' :_.+- ....._I 14 ..... ..e.... _. '_'�-'. -._ -' '- -- '--i. ..i-�_' -4 _ - E_'.J._'i—�-�i-._�__-'t .- '--'-i °'+' i---...T.. -' i"' — 'G_._h•-'.'.. i ' - - °T r----' - 1 I It " -_.i_.. +-- .._.... • 1 �,. X15► ..Y 121 Spillis Candela DMNM Subject I- ,51z'i2 Vl 42 /N 6 Project Location %ae-hr /1A, - �G Contract Cont. no. Page no 201 Subject Page no. of Comp. by Hip Date 77iZ1U4 Check by Date • F02 6120 g2 UfJ /FT 66. /6 flA/ /9-Re- - • f i I 4. I : ; i 1 I . I I i i i I : • t 1 i 1 • ... .. i Y i . .. i }.. _... i ,...i i �... }_..i �...." __.. __. f '.,. 'r 1 -.. t ... :... -...i i__..._, _.�_ I 4- ' 1 I :.._ ;'_..I 1... 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Subject Page no. of Comp. by Check by ' Page no. f 7/ ?) /6L% Date Date orz : ± ..._ I .i. .' ...._ j { LL I/ YT' Jam' !•C }�!!Y 7 .... ....... ....... r .... ....... ..... ... .... .... _. _... ........ .... _...... } .__ I ✓, j Jll + •" 1 - �-�, a , -� _y 7 �� 1 5 T r4a.� _ _... } : r : I k_. : f i 1 i ! V t -i i.. 1 , _ 1 � - �1 - - -L. �_ ' _'I i - _ •� _ _.yam. fj!')� .\�`!.!• /{�I� }��/ I I 41 '--- - • � ■ I __T. i T i — �-`--1 - r /jy ' y i I- -- ;.. t .- - -1_..i_ _ .._F_:_ ` - _} -� i.._ {_.! T j 1 i, _..1._, i._. }__. _._. r______.._r i -_ ; , i __ __. _ ._ i.__ .__ __ _ �.L__ -7`"1 I J'• I �'!' _ ?'y _ _ I _ _•J)�) - 4-- .i...- ._t_..! __i__ : } : + ' r' Irr + }JI' q ' # j - __ JT 1 Y`• i ....i_- ._r.._i__... }_..._.. f- . {.... .._:__ 1 ; _r 1 Spillis Candela DMJM Subject l— 5x27 Project Location Doders . Contract Cont. no. Subject Page no. of Comp. by Check by Page no. 7 of A41 1`j Date 7/2-5 !�7 Date ........... ....... ............:. X• .......... II I lV�1ll� /" • Iri d� [e i . - ...... - Iii R l %._._ ..�f'rr� ;_ .... _...__F • - __..A - -WL1Y is - _ ..: ti. { ' ....... ... ,✓1�"a`y1w i1Y'A ._ +M�•w... 4. _. _.:..._ `f" ._.a . .:........ .... r •ice -. < 1 i __ -4bM:° ; I ;• {- ,.+....i.__1 I _, �/i't r- p- ' - __r_y �' : i ____._ j.__-..r__ �V� i___.__._{- ....._:_____.t_._____F_._L_..1 ... • .. i..� -. �.. { -_ 1- - ..:..- .. {. .:. 1 _ 1 • __. - ... - ' t r - r.T ... } ._ - V.1 f ..T_ { .• _ - ._5_, I I i I T -- = 1 - -- ! rt • r _ .._' 1_-- I . _ `t- -'"'-I'"'� : 1 1 _ 'a fi...;- ? _ _ i ---I- - ' 1 • __ - ._- i � .... I a._._. -4,- i _- .T__i_._i ,._ -.-ll __ 1-- -_._ .__ 1 ---+ ! ..._._.. -_ _ ---i---t' -, 1 ._.__ -. _._. _T i -t i._t_..1_. }._; i ... 1 ___.__ . _ 1__ 1 4 __ J_ .1 J : l + fltlh'lFf' ' i �„ 1 -.. Y I., 1 ii . I( Spillis Candela DMJM Subject 1— ST- V j OJ L OinM6 Project )001 by' s- r M Cc- t't!i'• Location M/'a en L gherea f FG - Contract Cont. no. Subject Page no. of Comp. by Check by M, P Page no. 5 of Date 7 / ;' ,4 1. Date /q� off' CO n5 . (lb "v /L'J 1 y t' , 1 40'y1 � /lt�, _.,' V t h,. ..._ ___T_..1 1 ! ...:....... ..: i %- 2._...__.:. : 2�K' Q. -ii'�. : W'y+ _ ,..._t_. _�_•'��1 +__. i ."YlJ_c -IV (! .{. :y • �% !._K L�4. +_fy .... __..... +..._ .__ .... _._ +... - .._y.._�.__:.... ___ ._. , / T�I // } (I[' i _ _ _ _ __ ..._t._�... _...... i.__:...} ' 1 ! { { i.--1 I I i A 1 i A'7\4/ Y , . i ' _ ;- I 1 .., i _ I _ i i F I F.. . _ _ _ y .{ r . 4 14 4. +.� -i- ! + I /� �y} i- _ . ' r t }• _..i...t__,__.. I _......... �._..._. r ............... _... _ : _ _ __ ___ _ .... I ..t I Spillis Candela DMJM Subject Stilq v- -Lrv/ Subject Page no. of Project Location Contract 6 © s 64)4r / er . Cont. no. Comp. by Check by M, p Page no. ,6 of , t Date / 2- 3 r i Date r _ ri- I .__- "... ... /r� T .-I I i r i i . � _ r R W . drl lit "?mod I ' : r_ _;__, "_.:__;._•...__ S.L. !l i j!;_!! i_ : _ _ if _i j _ Y7 i F _ _" 1 _ t I i T i; I I i i 1 , { r.. ".. , i 1 1 ...1_._ __ i 1 � � i_` i i __. -'. -__ ... 1 , 1 1.._:... �._..__i..."..._ - 1 J • 1 }_.. i " "_.....' .._ .__ _._`.__.._ -i .j _.._ .._ - i...y._ _. _ =_i i 1.._. _ _ _..T ...iq }.. "1_... { ...�.... . T ___i.. ....� 1 _ _ "_ . T'__i ._ r........ . .... _ -- �... }..__ : r- -i -' - __•__ i _. i ." 1 t " ".. __f...:._L._.;.._.i I i... .._..i_. ._._ _.1... _.. i.._ 4 .4. I .. - -_,'. F - "',... 11 {.... j._T. "" - ._.J_. , -j.._. •r r— f---- ;`_-'- ^- - "i ---- -'i ---.._; --- ; �-'.. ; j ". j... ...r ...{. "..r_. `_.. .. ._ "._. "_•._ ---- ._....' i " --- + i F._ °-,-- - r ;... .. 4...4- 4...j_..' .4 ...:_..4 _-1--- ....._--4. ._-- .1 1 ---- r'--1--'- CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute umn 16 "x 16" w/ 4 # 8 Ties @ 16" o.c. 1 4 ksi Fy 60 ksi @ 000 Bar Coordinates: in. from origin Bar 1 2 3 4 X -5.44 -5.44 5.44 5.44 Y -5.44 5.44 5.44 -5.44 4\P1nOk ♦ \Mln'Ok C" E" 0 0.00 89.60 2.33 0.00 Mo 1 27.30 97.18 2.70 42.72 2 51.83 103.63 3.07 23.99 3 71.59 108.50 3.44 18.19 4 88.15 112.23 3.80 15.28 5 102.40. 115.10 4.17 13.49 10% of f'c *Ag 6 130.50 125.71 4.80 11.56 7 156.81 134.59 5.43 10.30 8 181.89 142.01 6.06 9.37 9 206.09 148.11 6.69 8.62 10 229.64 153.01 7.33 8.00 11 252.69 156.77 7.96 7.44 Balanced 287.51 153.35 8.62 6.40 319.49 149.24 9.28 5.61 350.06 144.77 9.94 4.96 379.48 139.82 10.60 4.42 407.96 134.30 11.26 3.95 17 435.65 128.14 11.92 3.53 18 462.67 121.29 12.58 3.15 19 489.14 113.69 13.24 2.79 20 511.37 107.01 13.90 2.51 21 536.93 97.82 14.56 2.19 22 562.12 87.80 15.22 1.87 23 587.00 76.93 15.87 1.57 Pmax 24 587.00 0.00 0.00 0.00 - .5k/ft -.5k/ft - .5k/ft 2 411.0c,h - d snn'i : ©' 8" ai)ottr Loads: BLC 1, L.L Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5 :03 PM 8 -1 r2d.r2d -.8k/ft -.8k/ft - .8k/ft - .8k/ft mimpimmuma Elm Loads: BLC 2, D.L Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:03 PM B -1 r2d.r2d ("/ V VVIVVvvvv 1 Vvw4gvwwvvvvvrvvv 1 gvv vv 2.7k/ft 2.7k/ft d d p%I-ion, = O. a" < " " Loads: BLC 3, W.L 2.7k/ft AA \AV 1 v v 2.7k/ft Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:04 PM 13-1 r2d.r2d *N1 12 12 12 12 4!4 4J5 Member Length (ft) Displayed Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:04 PM B- 1r2d.r2d *N1 M1 M2 M3 M4 444 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:04 PM B -1 r2d.r2d %175.4 412 Results for LC 4, 1.4D.L +1.7L.L Member Bending Moments (k -ft) M3 -30.3 M4 -24 - --415 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:05 PM B -1 r2d.r2d M1 Results for LC 4, 1.4D.L +1.7L.L Member Shear Forces (k) M2 M3 3 4 -19.2 415 -10.8 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:05 PM B -1 r2d.r2d .Y M1 M2 M3 M4 1'2 1192 2 59.3 Results for LC 4, 1.4D.L +1.7L.L Reaction units are k and k -ft 37.6 15 10.8 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:07 PM B- 1r2d.r2d M1 Results for LC 5, .9D.L +1.3W.L Member Bending Moments (k -ft) SpiIlls Candela & Partners, Inc. SCDMJM -179.3 M2 31M3- -46.6 _M4— 24.5 _ 415 DOCTOR'S CHARTER July 23, 2004 5:05 PM B- 1r2d.r2d N1 1 Results for LC 5, .9D.L +1.3W.L Member Shear Forces (k) M2 -30.7 -10.2 -19.7 M4 11.1 X14 — X15 -18.8 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:05 PM B -1 r2d.r2d X11 -60.6 M1 M2 -9.4 Results for LC 5, .9D.L +1.3W.L Reaction units are k and k -ft -38.5 M3 M4 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:07 PM B -1 r2d.r2d X11 M1 M2 _ . X13 Results for LC 6, .75(1.4D.L +1.7L Member Bending Moments (k -ft) -144.7 1 +1.7W.L) 2., rM3.__ 19.$ X15 -37.6 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:06 PM B -1 r2d.r2d 24.1 M1 1\-11 X12 Results for LC 6, .75(1.4D.L +1.7L Member Shear Forces (k) Spillis Candela & Partners, Inc. M2 -8.3 -24.8 .L +1.7W.L) 15.9 4 -15.2 M4 SCDMJM DOCTOR'S CHARTER July 23, 2004 5:06 PM B- 1r2d.r2d �!1 -48.9 M1 Results for LC 6, .75(1.4D.L +1.7L.L +1.7W.L) Reaction units are k and k -ft -31.1 -7.6 M2 3 M3 M4 -8.9 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 5:06 PM B -1 r2d.r2d Company : Spillis Candela & Partners, Inc. Designer : SCDMJM Job Number : DOCTOR'S CHARTER July 23, 2004 5:04 PM Checked By: Joint Displacements, By Combination LC Joint Label X Translation in Y Translation in Rotation (radians) 1 N1 0 -.117 9.369e-4 '-"✓. 1 u..��'�6n'� fuT. N3 x ' `us�a� };� iS ris)�3L�n i v . t,"u ^iUd'";'..v^°'e��i.'.n..�". -9.703e-5 0 0 6.671e-5 1 N5 0 0 RISA -2D Version 5.5 [C: \Risa \DOCTOR'S CHARTER\B- 1r2d.r2d] Page 5 Company : Spillis Candela & Partners, Inc. July 23, 2004 Designer : SCDMJM 5:04 PM Job Number : DOCTOR'S CHARTER Checked By: Joint Displacements, By Combination LC Joint Label X Translation Y Translation (in) Rotation (radians; 3 NI 0 .63 - 5.059e -3 v k.� S& �,..o-..�'�z ��:of. N3 hc. 4y"'�Y' A-'�/ f dfi f d , r' l�l%: YeF%✓. �.' Lm ,_rt'�,��s_..'3.rR�.s.a�l(�'�c 0 0 / 1F'b5 ifi �� ti__.�� �ss`�c;..�m�,..v,._.,S�v 0 0 f/ffi f ���..C, 5.24e -4 .ei �..,.�`.£/.�:.YS:..' - 3.602e -4 3 3 N5 RISA -2D Version 5.5 [C: \Risa \DOCTOR'S CHARTER \B -1 r2d.r2d] Page 6 Spillis Candela DMJM Subject QSI (0 .f'elnforcin p a ep,eyf 10 Subject Page no. of Project Location b‘wbas Contract (iv .17//''`U Cont. no. Comp. by Check by P11 p Page no. Oaf Date 7 /Data-- /0-1 Date ... --- ..I... + • ... ...... ...... : � `ry�v ^, C.. 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SCDMJM DOCTOR'S CHARTER July 22, 2004 6:28 PM wall -1 r2d.r2d Results for LC 1, .75(1.4d.1 +1.71.1 Reaction units are k and k -ft +1.7w.1) 0.7 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 22, 2004 6:28 PM wall -1 r2d.r2d -.495k Loads: BLC 2, 1.1 Results for LC 3, 1.4d.1+1.71.1 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 22, 2004 6:30 PM wall-1r2d.r2d Loads: BLC 3, w.i Results for LC 3, 1.4d.1 +1.71.1 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 22, 2004 6:30 PM wall -1 r2d.r2d Loads: BLC 3, w.l Results for LC 2, .9d.lmin +1.3w.1 Member Bending Moments (k -ft) Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 23, 2004 all-1 (next to open)r2d.r2 CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute 0 Wall x 12" per foot @ 6" L'C 4 ksi Fy 60 ksi @ 000 Bar Coordinates: in. from origin Bar 1 2 X -3.00 3.00 Y 0.00 0.00 ♦ \P1nOk ♦ \Mln'Ok C" E" 0 0.00 5.66 1 1.16 5.67 2 2.26 5.67 3 3.30 5.67 4 4.30 5.67 5 5.25 5.67 6 6.16 5.66 7 7.03 5.66 8 7.86 5.65 9 8.65 5.63 10 9.42 5.62 11 10.15 5.60 26.93 6.23 40.97 6.73 53.26 7.10 62.90 7.33 16 73.16 7.43 17 82.80 7.40 18 91.98 7.23 19 100.79 6.93 20 109.32 6.49 21 117.62 5.92 22 125.73 5.22 23 133.69 4.39 24 133.69 0.00 1.06 0.00 Mo 1.10 58.82 1.14 30.18 1.18 20.63 1.21 15.84 1.25 12.96 1.29 11.04 1.33 9.66 1.37 8.62 1.40 7.81 1.44 7.16 1.48 6.62 Balanced 1.76 2.78 2.04 1.97 2.32 1.60 2.59 1.40 2.87 1.22 3.15 1.07 3.43 0.94 3.71 0.82 3.99 0.71 4.27 0.60 4.55 0.50 4.83 0.39 Pmax 0.00 0.00 Spillis Candela DMjM Subject I " sfipgi &30IW JNb Project Location Contract %o 65 of-ayi,ar Sc/ao 1 Subject Page no. of Cont. no. 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' _f.._ +_.:.._` J -- _._1 -.. t..- �- ''- -i- -'--- . -.+ 5 - -- 1 _ 1- 'i--'-F- :.... _Y y.. _ - *-d'•' ;'1 ' f 1._1..1 ..�..._: —�--'- s! -i• - -- y._..._.•._.I -._ --'r � �V 1 �--- -.- 1...- ' ._.�._..1....1...1--- - - +--+ }_ I I i 1 1 1- �l•I_QI�. i'-- L.J.._�....._.._.._:.':L.J; ; ...!..t 4 .. .I. I ry. 1D /_._ { 1 : TC tl.Ii-{%!�/';..........._ --I } 1 1 I I ! i .x _.: ; : - r .r...'.. _..__..1 _ 1• Spillis Candela DMJM Subject (—r-)hY9 o ditn3 f P i-ck d'-oaf Subject Page no. os of Project UO G +0 (•' S GNU r e,( school Location N c v)1a 3kbre.S b'1l�GQ�, F L Contract O 32 (j 3o O Cont. no. Comp. by Check by S.G+ Page no. of Date Cal —OS Date 1 ' 1 1 r! : .5.._ I! r j — .. i-.malt. tt" 4 U I ! r r! • a. 1: riE3PX� .±.- :.,.,. Y7 _ - �e -i''. -� . t .._•�.. h._ i - - ' +- --- --- 4 - - -T -- - -''' -- - ; --' ' -- L_. --- _..1..- -; i t-_''--r —, — i-'-!--i--4; -i"-' '• -' �-i - - -''"_"}-'�-- --. 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Date O(p — Subject Page no. Check by Date .. 14 _._ .... ., Dire- .... Ind. ...:..... faU7.c .......... .. Conn .C..... 2 G w.....- conned t .. - 1 w.. '7 �f 4-�, t _ . 1- _ x .cc .r.lo .c r n� I. .�. 1.... _ .44/1171.:e4 ": { r . rd. : : - -"r'-' i - i --�G'-� • /�k yam• _. :f / .. .. ................ _........__... n.} { i .. i- 1 I 7 i FJ , ky 1 k ' • 'rr�l•e•f•' % . ...j / r• __ . 4 ... �...�. .. . .... . M1 7 i 4l .F I I- � I fJ4T1-._i 4 .-4 -r ....._.. .._,... 1 - ...�.._ _._. s i1JL/0 _.,. ; i +^ ' _ _ __ _.. _ :.�. __ _ _ _ �.Y _T_.J sirs r...1 1 : ! i J._ ............ ...1 . }...:. ..:.... ___......... - _._. _. _......... ._ j... F.. ._ .... _ .._c .._.._._...j....j I: 1 t..._ ... ............. ; __ ...i......._....... _ _ ..., I y..._......_ ...... - - - __ - _... __ .... _ .._ ..... .. ....... .... ....... ... «...._....... .. . ess. R 1 /2 "x4 "x "A" "B" BAR .ry INSIDE "0 x "C" LONG. FACE SPLIT PIPE - 2" RECESS, FILL W/ GROUT PLAN Q PANEL JOINT 3 /16 4. PANEL JOINT PANEL JOINT ELEVATION TYP. 4 BARS SHEAR WALL PANEL TIE B SCALE: 3/4" = 1' -0" NOTE: SEE PANEL ELEVATIONS AND FLOOR PLANS FOR LOCATIONS OF PANEL TIES S4.1.00 ADDRgN L SLAB TOP T.D.C. SLAB REINFORCING SEE PLAN 111 /4 CONCRETE TILT UP PANEL ENCLOSE MIN. (2) j5'c N EVERY SET OF 116 No.3 FRAMING BARS 3" COVER I CHORD STEEL N SIAB i WWF REINFORCING SECTION SCALE 3/4' = 1' -0" -14'001 2 Pi -- -L pi0 Z r 7, f tit3 ELEVATION D SPLICE ADDBIONAL SLAB TOP REINFORCING 111/4 CONCRETE TILT UP PANEL SUB INTERIOR' BLOCK WALL PERPENDICULAR TO JOIST L 3'x3'x1 /4" x 0/ (2) 1/' TAPCON SGREW5 0 HORIZONTAL LEG ONLY EA SIDE WALL DETAW REO'D 0 12' -0' o/c 001. TYPICAL SUPPORT FOR MICR NON LOAD BEARING WALL SECTION SCALE 3/4' = SHEAR WALL PANEL T1E SCHEDULE PANEL "A" REINF. "C" "0" / "E,. 1YPE (in) SIZE (in) (in) (in) Fy = 40ksi 'Ili ,� 2 3, 4, 41 \ 5 x 2' -6" 6 �i 3 -96R 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 24, 149 x 3'-0" 12 12 6 25, 26, 33, 34, 35 1, 20, 21, 22, 23, 27, 6 #5 x 2' -6' 4 3 3 28, 30, 36 . I. / Q U • 1 11 . e.e p I L. I �. ' , - i /y'Oxi - 4, GRADE 404 : I I - . SNf. BARS l II i I I ' SPLICE POCKEE.. 114. i'I GROUT•I0 AFTER W. 4IG CONNECTION .� -sPusE RATE; i S' R• /ff PANEL HOLD DOWN SCALE 1' = t'-0' 41# Spillis Candela DMJM Subject I — `iDry i3AO;Yiq Pli�.hed 'Roof Project Doctor's Gha r'te.l^ 34icoI Location M 1 CI shores V + I Ia� , FL Contract 0 3 2 1 ),970 50 Cont. no. Subject Page no. , rQ of Comp. by 5 , C. • Check by Page no. of Date Q, -2,5 -04 Date Spillis Candela DMJM Subject Page no. 1 of Project Wor ' S `xa10bi Location Miami SI'1DYCS Vi0e43e, FL.. Contract 032 113b 50 Comp. by -5 Check by Date C4," t'j"�4^ Date nt ran "1.1—. t-i r► et ,w +LI One- PiYtn"F'i'2E'X” _ I Da r- WAS :: :. :.:. - .......... .... 1C ..... ( -3 IE . ,__ ..., .':- ;.. - a : 1. t _-- I L.._... r I . _ _ : R +... - .._,. Lj I. i C: >>.. ,._ „It KI"_ : .. "T i I Rte( ff _!'t..M...7 ... .. i i .. ..... ............ ._ __ _ .. - .... .....__ - _ __... ., ■ ........ _...... - -1 ._ .._ .__. t.... 1 �,... ...... ►j.1, 1 F x11¢,.' f ;; E I _ 11 __ 4- .. I . t_.y.... ,. _... _.._....... _ 'J 04 ......... ___.._..j..._ -._t i ice' i. : ... ... ._..._. __._ -- __ _ , ..............f__ -_ ..... _ _.. ' ....._ 1... T.. . ....... 1 . «......^Tri�IT'1"� 5"i ;ir.�� . nt ran "1.1—. t-i r► et ,w +LI One- PiYtn"F'i'2E'X” _ I Da r- Components and Cladding Wind Pressures for Walls of Buildings less that 60 feet in height, ASCE 7 -98 qz GCP; Area (square Feet) 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 GCP (positive, zones 4 and 5) 1.000 0.969 0.947 0.930 0.916 0.904 0.894 0.885 0.876 0.869 0.862 0.856 0.851 0.845 0.840 0.836 0.831 0.827 0.823 0.819 0.816 0.813 0.809 0.806 0803 0.800 0.797 0.795 0.792 0.790 0.787 0.785 0.783 0.780 0.778 0.776 0.774 0.772 0.770 0.768 0.766 0.765 0.763 0.761 0.759 0.758 GCP (negative, zone 4) -1.100 - 1.069 - 1.047 -1.030 -1.016 -1.004 -0.994 -0.985 -0.977 -0.969 -0.963 - 0.956 -0.951 -0.945 -0.941 -0.936 -0.931 -0.927 -0.923 -0.920 -0.916 - 0.913 -0.909 -0.906 -0.903 .. -0.900 -0.898 -0.895 -0.892 - 0.890 -0.887 -0.885 -0.883 -0.880 -0.878 -0.876 -0.874 - 0.872. -0.870 -0.868 -0.866 -0.865 -0.863 -0.861 -0.860 -0.858 GCP (negative zone 5) -1.400 -1.338 -1.294 -1.259 - 1.231 -1.208 -1.187 -1.169 -1.153 -1.139 -1.125 -1.113 -1.102 -1.091 -1.081 -1.072 -1.063 -1.055 -1.047 -1.039 -1.032 -1.025 - 1.019 -1.013 - 1.007 -1.001 -0.995 - 0.990 - 0.985 -0.980 -0.975 -0.970 -0.965 -0.961 -0.957 -0.952 -0.948 -0.944 -0.940 -0.937 -0.933 -0.929 -0.926 -0.922 -0.919 -0.916 Positive Pressure, psf (zones 4 and 5) 66.55 64.79 63.55 62.58 61.79 61.13 60.55 60.04 59.58 59.17 58.79 58.45 58.13 57.83 57.55 57.29 57.04 56.80 56.58 56.37 56.17 55.98 55.79 55.62 55.45 55.28 55.13 54.97 54.83 54.69 54.55 54.42 54.29 54.16 54.04 53.92 53.81 53.69 53.58 53.48 53.37 53.27 53.17 53.07 52.98 52.89 Negative Pressure, psf (zone 4) -72.19 -70.44 -69.19 -68.23 -67.44 -66.77 -66.20 -65.69 -65.23 -64.82 -64.44 -64.10 -63.77 -63.48 -63.20 -62.93 -62.69 -62.45 -62.23 -62.02 -61.82 - 61.63 -61.44 - 61.27 -61.10 - 60.93 - 60.78 -60.62 -60.48 -60.34 -60.20 - 60.07 -59.94 -59.81 -59.69 -59.57 -59.46 -59.34 -59.23 -59.13 -59.02 -58.92 -58.82 -58.72 -58.63 -58.54 Negative Pressure, psf (zone 5) -89.11 -85.60 -83.12 -81.18 -79.61 -78.27 -77.12 -76.10 -75.19 -74.36 -73.61 -72.92 -72.28 -71.68 -71.12 -70.60 -70.10 -69.64 -69.19 -68.77 - 68.37 -67.98 -67.61 -67.26 -66.92 -66.60 . , -66.28 -65.98 -65.68 -65.40 -65.13 -64.86 -64.60 -64.35 -64.11 -63.87 -63.64 -63.41 -63.19 -62.98 -62.77 -62.57 -62.37 -62.18 -61.99 -61.80 Components and Cladding Wind Pressures for Walls of Buildings less that 60 feet in height, ASCE 7 -98 240 0.756 -0.856 -0.913 52.79 -58.44 -61.62 245 0.754 -0.855 -0.909 52.70 -58.36 -61.44 250 0.753 -0.853 -0.906 52.62 -58.27 -61.26 255 0.751 -0.852 -0.903 52.53 -58.18 -61.09 260 0.750 -0.850 -0.900 52.45 -58.10 -60.93 265 0.748 -0.849 -0.897 52.37 -58.02 -60.76 270 0.747 -0.847 -0.894 52.28 -57.94 -60.60 275 0.746 -0.846 -0.892 52.20 -57.86 -60.44 280 0.744 - 0.844 -0.889 52.13 -57.78 -60.28 285 0.743 -0.843 -0.886 52.05 -57.70 -60.13 290 0.742 -0.842 -0.883 51.98 -57.63 -59.98 295 0.740 -0.840 -0.881 51.90 -57.55 -59.83 300 0.739 -0.839 -0.878 51.83 -57.48 -59.69 305 0.738 -0.838 -0.876 51.76 -57.41 -59.54 310 0.736 -0.837 -0.873 51.69 -57.34 -59.40 315 0.735 -0.835 -0.871 51.62 -57.27 -59.26 320 0.734 -0.834 -0.868 51.55 -57.20 -59.13 325 0.733 -0.833 -0.866 51.48 -57.13 -58.99 330 0.732 -0.832 -0.864 51.42 -57.07 -58.86 335 0.730 -0.831 -0.861 51.35 -57.00 -58.73 340 0.729 -0.830 -0.859 51.29 -56.94 -58.60 345 0.728 -0.828 -0.857 51.22 -56.87 -58.48 350 0.727 -0.827 - 0.855 51.16 -56.81 -58.35 355 0.726 -0.826 -0.852 51.10 -56.75 -58.23 360 0.725 -0.825 -0.850 51.04 -56.69 -58.11 365 0.724 -0.824 -0.848 50.98 -56.63 -57.99 370 0.723 -0.823 -0.846 50.92, -56.57 -57.87 375 0.722 -0.822 -0.844 50.86 -56.51 -57.76 380 0.721 -0.821 -0.842 50.81 -56.46 -57.64 385 0.720 -0.820 -0.840 50.75 -56.40 -57.53 390 0.719 -0.819 -0.838 50.69 -56.34 -57.42 395 0.718 -0.818 -0.836 50.64 -56.29 - 57.31 400 0.717 -0.817 -0.834 50.58 -56.24 -57.20 405 0.716 -0.816 -0.832 50.53 -56.18 -57.09 410 0.715 -0.815 -0.830 50.48 -56.13 -56.98 415 0.714 -0.814 -0.829 50.42 -56.08 -56.88 420 0.713 -0.813 -0.827 50.37 -56.02 -56.78 425 0.712 -0.812 -0.825 50.32 -55.97 -56.67 430 0.711 -0.812 -0.823 50.27 -55.92 -56.57 435 0.710 -0.811 -0.821 50.22 -55.87 -56.47 440 0.710 -0.810 -0.820 50.17 -55.82 -56.37 445 0.709 -0.809 -0.818 50.12 -55.77 -56.28 450 0.708 -0.808 -0.816 50.07 -55.73 -56.18 455 0.707 -0.807 -0.814 50.03 -55.68 -56.08 460 0.706 -0.806 -0.813 49.98 -55.63 -55.99 465 0.705 -0.806 -0.811 49.93 -55.58 -55.90 470 0.704 -0.805 -0.809 49.89 -55.54 -55.80 475 0.704 -0.804 -0.808 49.84 -55.49 -55.71 480 0.703 -0.803 -0.806 49.79 - 55.45 -55.62 485 0.702 -0.802 -0.805 49.75 -55.40 -55.53 490 0.701 -0.802 -0.803 49.71 -55.36 -55.44 0 495 0.701 -0.801 -0.801 .49.66 -55.31 -55.35 Components and Cladding Wind Pressures for Walls of Buildings less that 60 feet in height, ASCE 7 -98 500 0.700 -0.800 -0.800 49.62 -55.27 -55.27 qz GCp; Area (square Feet) 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 GCp (positive, zones 1,2,and 3)1 0.500 0.465 0.440 0.420 0.405 0.391 0.380 0.369 0.360 0.352 0.344 0.337 0.331 0.325 0.319 0.314 0.309 0.304 0.300 1 with and without overhang 2 without overhang s with overhang GCp (negative, zone 1)1 -0.900 -0.882 -0.870 -0.860 -0.852 -0.846 -0.840 -0.835 -0.830 -0.826 -0.822 -0.819 -0.815 -0.812 -0.810 -0.807 -0.805 -0.802 -0.800 GCp (negative zones 2 &3)2 -2.100 -1.977 -1.889 -1.821 -1.766 -1.719 -1.679 -1.643 -1.611 -1.582 -1.555 -1.531 -1.508 -1.487 -1.468 -1.449 -1.432 -1.416 -1.400 GCp (negative zone 2)3 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 GCp (negative zone 3)3 -3.700 -3.489 -3.339 -3.222 -3.127 -3.047 -2.978 -2.916 -2.861 -2.812 -2.766 -2.725 -2.686 -2.650 -2.616 -2.585 -2.555 -2.527 -2.500 Positive Pressure, psf (zones 1, 2, and 3)1 38.35 36.37 34.96 33.86 32.97 32.21 31.56 30.98 30.47 30.00 29.57 29.18 28.82 28.48 28.17 27.87 27.59 27.32 27.07 Negative Pressure, psf (zone 1)1 -60.91 -59.92 -59.21 -58.67 -58.22 -57.84 -57.52 -57.23 -56.97 -56.74 -56.52 -56.33 -56.15 -55.98 -55.82 -55.67 -55.53 -55.40 -55.27 Negative Pressure, psf (zones 2 &3)2 - 128.59 - 121.64 - 116.71 -1 12.88 - 109.76 - 107.11 - 104.82 - 102.80 - 101.00 -99.36 - 97.87 -96.50 -9523 -94.04 -92.94 -91.90 - 90.92 - 89.99 -89.11 Negative Pressure, psf (zone 2)3 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 - 134.23 Negative Pressure, psf (zone 3)3 - 218.83 - 206.91 - 198.46 - 191.90 - 186.54 - 182.01 - 178.08 - 174.62 - 171.53 - 168.72 - 166.17 - 163.81 - 161.64 - 159.61 - 157.71 - 155.93 - 154.25 - 152.66 - 151.15 qz GCp; Area (square GCp (positive, Feet) zones 1,2,and 3)1 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0.500 0.465 0.440 0.420 0.405 0.391 0.380 0.369 0.360 0.352 0.344 0.337 0.331 0.325 0.319 0.314 0.309 0.304 0.300 1 with and without overhang 2 without overhang 3 with overhang GCp (negative, zone 1)1 -0.900 -0.882 -0.870 -0.860 -0.852 -0.846 -0.840 -0.835 -0.830 -0.826 - 0.822 -0.819 -0.815 -0.812 - 0.810 -0.807 -0.805 -0.802 -0.800 GCp (negative zones 2 &3)2 -2.100 -1.977 -1.889 -1.821 -1.766 -1.719 -1.679 -1.643 -1.611 -1.582 -1.555 -1.531 -1.508 -1.487 -1.468 -1.449 -1.432 -1.416 -1.400 GCp (negative zone 2)3 -2.200 -2.200 -2.200 -2.200 - 2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 -2.200 - 2.200 -2.200 - 2.200 Positive Pressure, psf GCp (negative zone (zones 1, 2, and 3)3 3)1 -3.700 28.20 -3.489 26.21 -3.339 24.80 -3.222 23.71 -3.127 22.82 -3.047 22.06 -2.978 21.41 -2.916 20.83 -2.861 20.32 -2.812 19.85 -2.766 19.42 -2.725 19.03 -2.686 18.67 -2.650 18.33 -2.616 18.01 -2.585 L__ 17.72 -2.555 17.44 -2.527 17.17 -2.500 16.92 Negative Pressure, `psf (zone 1)1 -50.76 -49.77 -49.06 -48.52 -48.07 -47.69 -47.36 - 47.08 -46.82 -46.58 -46.37 -46.18 -45.99 - 45.82 -45.67 -45.52 - 45.38 -45.25 -45.12 Negative Pressure, psf (zones 2 &3)2 - 118.44 - 111.49 - 106.56 - 102.73 -99.60 -96.96 -94.67 -92.65 -90.84 -89.21 -87.72 -86.35 -85.08 -83.89 -82.79 -81.75 . - - 124.08 - 80.77 - 124.08 - 79.84 - 124.08 -78.96 - 124.08 Negative Pressure, psf (zone 2)3 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 - 124.08 Negative Pressure, psf (zone 3)3 - 208.68 - 196.76 - 188.31 - 181.75 - 176.39 - 171.86 - 167.93 - 164.47 - 161.37 - 158.57 - 156.01 - 153.66 - 151.48 - 149.46 - 147.56 --___ - 145.78 - 144.10 - 142.51 - 141.00 1.5 B, BI, BA, BIA Maximum Sheet Length 42' -0 Extra Charge for Lengths Under 6' -0 Factory Mutual Approved (No. 00847.AM, 0G1A4.AM, and 3Y1A6.AM) "" ICBO Approved (No.3415) BI SECTION PROPERTIE Deck Type Design Thick. Weight (PSF) I in4/ft Sp in3Kt Sn in3/ft Fy KSI Ptd. GaIv. B24 0.0239 1.36 1.46 0.121 0.120 0.131 60 B22 0.0295 1.68 1.78 0.169 0.186 0.192 33 821 0.0329 1.87 1.97 0.192 0.213 0221 33 B20 0.0358 2.04 2.14 0.212 0.234 0.247 33 B19 0.0418 2.39 2.49 0.253 0.277 0.289 33 818 0.0474 2.72 2.82 0.292 0.318 0.327 33 B16 0.0598 3.44 3.54 0.373 0.408 0.411 33 ACOUSTICAL INFORMATION Deck Absorption Coefficient Noise Reduction Type 125 250 500 1000 2000 4000 Coefficient* 1.5BA, 1.5BIA .11 .20 .63 1.04 .66 .36 .65 *Source: Riverbank Acoustical Laboratories - RALTM' A94 -185. Test was conducted with 1.5 inches of 1.66 pcf fiberglass insulation on 3 inch EPS Plaza deck for the SDI. VERTICAL LOADS FOR TYPE 1.5B Type B (wide rib) deck provides excellent structural load carrying capacity per pound of steel utilized, and its nestable design eliminates the need for die - set ends. 1" or more rigid insulation is required for Type. B deck. Acoustical deck (Type BA, BIA) is particularly suitable in structures such as auditoriums, schools, and theatres where sound control is desirable. Acoustic perforations are located in the vertical webs where the Toad carrying properties are negligibly affected (less than 5 %). Inert, non- organic glass fiber sound absorbing batts are placed in the rib openings to absorb up to 65% of the sound striking the deck. Batts are field installed and may require separation. B 24 B 22 B 21 B20 B 19 B 18 B 16 3 Max. SDI Const. Span 4' -8 5' -7 6-5 7' -1 T-8 8' -8 5' -10 6' -11 7-4 7' -9 8' -5 9' -1 10' -3 Allowable Total Dead + Live Uniform Load PS Span (ft. -in.) C. to C. of Support 126 102 18 132 154 104 85 9 109 127 1 8 181 1 87 71 74 61 103 130 64 52 60 67 79 89 112 78 97 68 86 8 18 B 16 9' -1 10' -3 111 140 Notes: 1. Load tables are calculated using sectional properties based on the steel design thickness shown in the Steel Deck Institute (SDI) Design Manual. 2. Loads shown in the shaded areas are govemed by the live load deflection not in excess of 1/240 of the span. A dead load of 10 PSF has been included. 3. ** Acoustical Deck is not covered under Factory Mutual 33 0 0 -n CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute 44 ' Wall x 12" per foot +r'5 @ 12" EF f'c 4 ksi Fy 60 ksi @ 000 Bar Coordinates: in. from origin Bar 1 2 X 0.00 0.00 Y 0.69 -0.69 P -M f)( wail) M -f t uaa 1l . 1• ♦ \PlnOk 1 \Mln'Ok C" E" 0 0.00 5.66 1.06 0.00 Mo 1 6.48 5.92 1.17 10.97 2 12.03 6.13 1.28 6.12 3 16.65 6.30 1.39 4.54 4 20.58 6.43 1.50 3.75 5 24.00 6.53 1.61 3.26 10% of f'c *Ag 6 25.68 6.66 1.66 3.11 7 27.32 6.79 1.70 2.98 8 28.94 6.92 1.75 2.87 9 30.53 7.04 1.80 2.77 10 31.37 7.11 1.84 2.72 11 32.91 7.22 1.89 2.63 Balanced 44.55 7.52 2.13 2.03 55.01 7.74 2.38 1.69 64.63 7.87 2.62 1.46 15 73.62 7.90 2.87 1.29 16 82.13 7.84 3.11 1.15 17 89.54 7.73 •3.36 1.04 18 97.38 7.47 3.60 0.92 19 104.98 7.12 3.85 0.81 20 112.37 6.66 4.09 0.71 21 119.61 6.11 4.34 0.61 22 126.71 5.45 4.58 0.52 23 133.69 4.69 4.83 0.42 Pmax 24 133.69 0.00 0.00 0.00 CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute Alb is Wall x 12" per foot @ 6" EF 4 ksi Fy 60 ksi @ 000 Bar Coordinates: in. from origin Bar 1 2 3 4 X -3.00 3.00 -3.00 3.00 Y 0.69 0.69 -0.69 -0.69 ♦ \P1nOk •\M1n'Ok C" E" 0 0.00 8.31 1.45 0.00 Mo 1 2.76 8.27 1.49 35.89 2 5.29 8.23 1.53 18.67 3 7.61 8.19 1.57 12.92 4 9.75 8.16 1.61 10.04 5 11.73 8.12 1.65 8.31 6 13.57 8.09 1.69 7.15 7 15.28 8.05 1.73 6.32 8 16.89 8.02 1.77 5.70 9 18.39 7.98 1.81 5.21 10 18.65 7.99 1.85 5.14 11 20.03 7.96 1.89 4.77 Balanced 12 37.85 8.18 2.14 2.59 53.20 8.32 2.39 1.88 66.78 8.39 2.64 1.51 'id 79.07 8.37 2.90 1.27 16 90.37 8.25 3.15 1.10 17 99.44 8.12 3.40 0.98 18 109.37 7.81 3.65 0.86 19 118.80 7.39 3.91 0.75 20 127.83 6.87 4.16 0.65 21 136.53 6.25 4.41 0.55 22 144.95 5.52 4.66 0.46 23 153.14 4.68 4.92 0.37 Pmax 24 153.14 0.00 0.00 0.00 Spillis Candela DMJM Subject ry1) Crt weir,✓ . l3Utw/i/6 3" Project Location Contract ours 0 r7-P coo 6 Cont. no. Subject Page no. of Comp. by Check by Page no. / of Date Date pellot/ : ' - ' - .... - .. -..._ Ctaf ar -jam-' il�d W/ fit±... �.. ,� ; :: ::: ::_ - " : :::: "' : - :! : : .; "O.. J . ...:: - ...._ :; .. i. s:. �/ mar l 1 . -.j .j... II , ..._ / _k . j X Irk } f : f , j- l (1J 1 -� rte. y -__.. _ ! .._._ - .___... _.__ _ . ... ..... . .... v i O�: . j.. I I ii a I ; { Spillis Candela DMJM Subject t%OTIG• 4.07)-1) Project DOG 4r5 Car sG4 Location Contract Cont. no. Subject Page no. of Comp. by Pl!P Check by Page no. of Date e j i //.0 Date U► Cali, S 3 /C , � _... -. ■ .... ,l ..- ...... ■ r I _ i ....r_.. _......�_._ .... 4. ... 4!i .'. .. Y� W� Y TEL ........ . , 141- ..... - + • i _. ... -... ._.'_.._._._...__.__....- . . t y i...f^__{- ...._.._ .i..._ 3 : -_. _.. _......_�.__�__ - _. .... __... . ; t - -. i ; ' ... � ... .... ..1.... � {. .. . .__ i.. � ._._ ._....- ...- .-. . ._.._.. _ ....._. ___... ..yt I y.._ .._..mo_ _ 1 _ . f TT .y ' I I ' • ■ � r� w ■ ■ i. • Y. 7 I 4t70 I; PP U► Cali, S 3 /C , Spillis Candela DMJM Project Location Contract 11114P Subject (" (J?'1 �i . S /ni Cont. no. Comp. by Check by Subject Page no. of Page no. 3 of Date gInjocil Date (1; r� 7 tor -p. 4 .r.r+!f..j>�. F 1 • Loads: BLC 3, w.i Results for LC 3, 1.4d.1 +1.71.1 Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:57 PM wall- 3r2d.r2d Loads: BLC 2, 1.1 Results for LC 3, 1.4d.I +1.71.1 Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:57 PM wall- 3r2d.r2d .Y Loads: BLC 1, di Results for LC 3, 1.4d.I +1.71.1 Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:57 PM wall- 3r2d.r2d .Y .7 • Results for LC 1, .75(1.4d.I +1.71.1 Member Bending Moments (k -ft) 1.7w.1) Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:02 PM wall- 3r2d.r2d Results for LC 2, .9d.lmin +1.3w.I Member Bending Moments (k -ft) Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:05 PM wall- 3r2d.r2d Results for LC 3, 1.4d.I +1.71.1 Member Bending Moments (k -ft) Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:05 PM wall- 3r2d.r2d Y Results for LC 1, .75(1.4d.I +1.71.1 Member Shear Forces (k) 1.7w.i) Spillis Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:54 PM wall- 3r2d.r2d Results for LC 2, .9d.lmin +1.3w.1 Member Shear Forces (k) Spillis Candela & Partners, Inc. SCDMJM -.5 DOCTOR'S CHARTER 032113050 August 19, 2004 3:55 PM wall- 3r2d.r2d Results for LC 3, 1.4d.J +1.711 Member Shear Forces (k) Spills Candela & Partners, Inc. SCDMJM 032113050 DOCTOR'S CHARTER August 19, 2004 3:57 PM wall- 3r2d.r2d Spillis Candela DMJM Subject Wi l / 1't . 4i r " ri9v f- � jooh . "r" Subject Page no. of Project Location Ape Contract Cont. no. Comp. by Check by !! Page no. 7 of ~1 P Date 941�/a Date ... ... .. ... .. ... ; ....... 4w ..,W - �. v 4.,,,.v .. .... _. r .. ..4 f d ....yr,. .-G,d _... . .. • .._ .. /001 i ..._ __ . __.... _.. ...,_._ "__ ... .... .._ .._ __.. .._. _ { ...i_...__ .F ♦ ......_.f_..° __ 1 _ ' F.. .._ t/ t _ .. . ._. :. .... .... ...... :.... wag{ ' r • 1 I: r .... .l. h I q i > i..- - - - - -- : Y y I " • _... ,st ".. { .. _......_. .............�...._... } ...............r ........_..... • j�4.. 111 r. --To � __ i ." _ w.. � i -.yam ..t- d7„y- .i1" --f-- may/ � _ .._......._ .... _............_ .- ............... .. ... _ ........ I : .._ _. ___. __ .' ...._ ....._ ........ _ • Spillis Candela DMJM Project Location s/4- Subject Page no. of Check by Date • Spillis Candela DMJM Su bject 1- s tUiz -y 6Uf4-0/ J4 Subject Page no. of Project Location Contract Cont. no. Page no. K' of Comp. by r Date 770- / krq Check by Date (e -z cat a.is& _, l t1 K _ F , S . hlvv • 4;1 W-y.� Y —... ....' 0 . ; .... -�C ifs ' . ; . . . ... ``_ . OF f� . : .... ... �� r .- . j ............ . . .. _.._ _ ._ "...... "...... HO r•c t a�%;Ci� t - 1±A.Y � �T/ >{•!•� "ice i; { g ....._..-__• : y , r 1 i 1 i 1 ;.. , .... i, 1 '- 'tom F �I _! .._ -. -f .�- ._..... _ .{y,.[(y /lam -- fi.. i I .._mil ' jf. .4 `}() . _ . F ..i ........ ■ .. -__ _ ... ___.•.. _. .. _ .,fir i ....:... '..._ •_._ - ... ....'.... ... _ ■ ■ • , i i I i �y,{� +'yam . . /} I ; 1 I ' I ' _, l t1 K _ F , S . hlvv 19-4 I • Results for LC 4, 1.4D.L+1.7LL Member Shear Forces (k) 2 -27.7 3 -19.4 4 -23.8 11)45 -18.3 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 29, 2004 9:11 AM B-2r2d.r2d -;56.4 . -'39.5 48.5 -37.1 Results for LC 5, .9D.L +1.3W.L Member Shear Forces (k) Ad2 -48.4 113 -39,5 4 -56.7 '137.3 415 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 29, 2004 9:13 AM B- 2r2d.r2d -217.6 Results for LC 5, .9D.L +1.3W.L Member Bending Moments (k -ft) -218.9 Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 29, 2004 9:13 AM B- 2r2d.r2d 110:1- `�� i2 / 42` �`\ - ` 42 �\ 45 \ V -144.8 -145.6 Results for LC 6, .75(1.4D.L +1.7L.L +1.7W.L) Member Bending Moments (k -ft) Spillis Candela & Partners, Inc. SCDMJM DOCTOR'S CHARTER July 29, 2004 9:13 AM B- 2r2d.r2d 1 -24.7 137.5 2 32.2 -32.2 Results for LC 6, .75(1.4D.L +1.7L.L +1.7W.L) Member Shear Forces (k) Spillis Candela & Partners, Inc. SCDMJM N3----- -26.3 4 DOCTOR'S CHARTER -37.7 4!5 July 29, 2004 9:14 AM B- 2r2d.r2d Company : Spillis Candela & Partners, Inc. Designer : SCDMJM Job Number : DOCTOR'S CHARTER July 29, 2004 9:14 AM Checked By: IIMember Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) L/y Ratio in in 3 M1 1 3 5 2 4 3 M3 1 3 5 4 0 0 0 0 0 .368 0 .012 0 .047 0 0 0 0 0 0 .066 0 .208 .3 NC 734.46 NC NC 11 5419.69 NC 3842.156 NC 1306.39 905.353 RISA -2D Version 5.5 [C: \Risa1DOCTOR'S CHARTER \B- 2r2d.r2d] Page 1 Company : SpiIlis Candela & Partners, Inc. Designer : SCDMJM Job Number : DOCTOR'S CHARTER July 29, 2004 9 :14 AM Checked By: 4110 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 1 M1 1 0 0 NC -.066 4061.788 0 NC -.002 NC -.008 NC 0 NC -:012 NC 0 NC -.038 7224.732 k .. -.054 5006.878 RISA -2D Version 5.5 [C: \Risa\DOCTOR'S CHARTER\B- 2r2d.r2d] Page 2 Spillis Candela DMJM Subject Project bodh-a Location Contract Cont. no. Comp. by Page no. 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Page no. lay/ L-006 Subject Page no. of Comp. by Check by P Date 7 I20 Date 'DAILJ> l'TD!il ,) 16/) f f2 o Pe-0 612a4 ... .._ ......,........_....._.... _ ..........:.... ti 1, ,mss F _ _ .. 2 • (tow :. ... T , �� 1 M � i i Imo• I'• • ............ o .... caw' j. - ._ - - -"i .._.,. i -- _fib... - -_ - -;.. _;... „._.' . :71.`•' TI y /'�_. W t_.JS:... 1 ... .G.(F_ - _k_Lw �f� �y�� i : 1 1 ' __J... i .. +. i _ ..L - _ .... _ ... .... . .. .......LT L . 7 i ..- -r - - "` i __.__...,..._ ...� T....._.. ... .................. ___�... ..}... . • . ... ... .' __....____- ...... __ ... .>..._ 1 -- .. - .i. ... ..._... _- I ___ ' - .f.. • - ...-.. • i _ - - j . - -ice *'� --r` -- 'A - - - -- +•ter++ - - •__. �f . t , I 1 1 1 . - j T : i..w.. : i 1 i 1 Spillis Candela DMJM Subject Project Location Contract Cont. no. Page no. 2Uof tiA rf'JcOJN-J w. J /A Subject Page no. of o 4'!- Mr./1 Comp. by Check by �f Date Date arm I' I 1 i 1. 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Comp. by Check by �,1 P Page no. 437 1 Date 7 30 /<..f Date tv i' ... - -.- -a. -- .. . -. 4.• ! ,.- R • .j. -... -. -.._ -_ .... ....... . . ._ ... .. .... ....... .. �V .. ,.;. lam. Vi • ' i j 1 a r : I I 1. :" 1 i i . , , 1 4. i + i i 1 ■ 1 1- . ; it ___ - it __�... I 7 ' CONCRETE COLUMN ANALYSIS by ACI 318.83 Copyright (C) 1987 by Concrete Reinforcing Steel Institute A •umn 12 "x 24" w/ 6 # 7 Ties @ 12" o . c . t'c 4 ksi Fy 60 ksi @ OOo Bar Coordinates: in. from origin Bar 1 2 3 4 5 6 X -3.49 -3.69 -3.49 3.49 3.69 3.49 Y -9.49 0.00 9.49 9.49 0.00 -9.49 ♦ \PlnOk ♦ \Mln'Ok C" E" 0 0.00 163.41 3.46 0.00 Mo 1 32.33 177.48 4.18 65.87 2 58.12 187.55 4.91 38.72 3 79.77 194.87 5.63 29.31 4 98.55 200.14 6.35 24.37 5 115.20 203.77 7.08 21.23 10% of f'c *Ag 6 155.20 216.79 8.02 16.76 7 189.74 226.07 8.96 14.30 8 221.86 233.65 9.90 12.64 9 252.36 239.70 10.84 11.40 10 281.64 244.24 11.78 10.41 11 307.10 247.27 12.72 9.66 Balanced 12 342.54 242.14 13.64 8.48 ii, 376.32 236.39 14.56 7.54 408.75 229.87 15.48 6.75 s-..; 440.05 222.45 16.41 6.07 16 470.40 214.06 17.33 5.46 17 499.95 204.60 18.25 4.91 18 528.80 194.04 19.17 4.40 19 557.07 182.31 20.10 3.93 20 584.82 169.38 21.02 3.48 21 609.25 157.47 21.94 3.10 22 636.16 142.05 22.86 2.68 23 662.71 125.33 23.79 2.27 Pmax 24 662.71. 0.00 0.00 0.00 WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROJECT: PROPOSED DOCTOR'S CHARTER SCHOOL NW 112' Terrace & NW 5th Avenue Miami'Shores, Florida WINGERTER LABORATORIES, INC. YE=ARS 1949-2004 JULY 2004 Prepared for: MIAMI SHORES VILLAGE Miami Shores, Florida WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 NO.: 1 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Mr. Thomas Benton August 16, 2004 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Doctor's Charter School NW 112th Terrace & NW 5th Avenue, WLI "+order No.: 04 -1506 Dear Mr. Benton: `. We are pleased; to present this report of our subsurface_ soil exploration and geotechnical engineering evaluation for the subject. site. These services were performed nr general accordance with the scope of services outlined in our proposal dated. June 25th, 2004. This report presents our evaluation and specific recommendations for the proposed construction together with the previously performed field data. We appreciate this opportunity to be of service to you duri; questions or Comments _ _ , enc: Report Charges: Engineering: 1 LS & 1 UC Borings: B -1 thru B -13 Percolation: P -1 thru P -3 base of the project. If you have any report, please us at (305) 944 -3401. 'es pee: WINGER tyi -----111Pr �ert H. Schuler, P.E., P.G. Florida Registration No. 34715 submitted, LABORA � RIES, INC. The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. 1820 N.E. 144th St. • P.O. Box 611450 • North Miami, FL 33261-1440 • (305) 944 -3401 • 1 -800- 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 TABLE OF CONTENTS LETTER OF TRANSMITTAL TABLE OF CONTENTS INTRODUCTION PROJECT INFORMATION TESTING PROGRAM AND CONDITIONS REVEALED GEOTECHNICAL ENGINEERING EVALUATION ENGINEERING RECOMMENDATIONS 1. Site Preparation 2. Spread Footings 3. .Pavement Recommendations 4. Fill and Compaction 5. Geotechnical Inspector INVESTIGATIVE PROCEDURES SPECIAL REMARKS & ANNOTATIONS APPENDICES: A. Test Boring Logs B. Soil Permeability Test Results C. Test Boring & Soil Permeability Location Sketch PAGE i 1 -2 2 3 D. Soil Test Results 1) Grain Size Distribution 2) Sulfate Content 4 -5 5 6 7 in this report are based upon the conditions revealed in the referenced test borings. A review of the test boring logs indicates that the site is generally mantled by two to four feet (2' -4') of medium to loose silty sand, sands with some fragmented limestone (fill) and topsoil. Below, loose to medium dense fine to medium coarse sands were encountered extending to depths of twenty -five feet (25') below the existing ground surface elevation. Test boring numbers B -3, B -11 and B -13 were extended to thirty-five feet (35') deep in order to obtain additional information of the subsoils below. Boring numbers B -3 and B -11 revealed the presence of a dense limestone formation between depths of feet and the maximum explored depth of 35' feet. Boring number B -13 however, did not reveal this layer of limestone. Given the proximity of borings B -3 and B -13, the fact that the limestone was encountered at boring number B -3 and not at B -13 indicates an irregular bedding formation of the limestone or the presence of sand filled pockets within the top of the limestone. The ground water level at the time of our investigation was encountered at depths varying between 7.0' and 11.0' feet below the existing land surface. Fluctuations in the ground water level should be expected due to seasonal climatic changes, rainfall variation, surface runoff, construction activity and other site specific factors. GEOTECANICAL ENGINEERING EVALUATION Evaluation of the subsurface data obtained from the test boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions encountered at the site are generally suitable for the planned structures. The soil conditions are generally suitable for the proposed one and two story buildings if founded upon shallow spread footings proportioned for a maximum allowable soil bearing capacity of 3,000 pounds per square foot (psf). At this bearing pressure, the anticipated total settlements are expected to be less than 1" inch, with differential settlements approaching 1/4" inch across . the area, provided that the following recommendations are adhered to The area of the proposed building and parking areas shall be cleared and grubbed to remove all vegetation, topsoil, pavement and debris. The excavated areas shall then reproof - rolled by means of a self propelled vibratory roller, with a minimum dynamic drum force of 40,000 pounds (20 tons), making a minimum of 10 overlapping passes throughout the entire area. With this, we expect to achieve a minimum of 95% relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Bottom of footings shall be placed at a minimum depth of two (2') feet below the final grade. Footings shall have a minimum width of 24" inches for square or rectangular footings, and a minimum width of 18" for continuous footings. Soils at the bottom of footings excavations and beneath the slabs shall be compacted to 95 % relative compaction as compared to the "Modified Proctor Test" (ASTM D -1557) prior to placement of reinforcing steel or concrete. 4. Fill and Compaction 4.1. Placing fill: 4.1.1. Fill shall be placed in lifts not greater than 12" inches loose thickness for material compacted by heavy compaction equipment, and not more than 6 "inches loose thickness for material compacted by hand - operated tampers. 4.1.2. Suitable fill material is defined for the engineering purposes of this report to be a clean select material, containing no more than 5% percent by weight organic matter and no man -made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP -GM or SW. 4.1.3. Since large size particles interfere with compaction of the finer soil fraction, all backfill and fill materials shall be free of rock or gravel larger than 3" inches or 50% percent of the compacted layer thickness, whichever is the lesser. 4.1.4. Subgrade material required to raise the area to the bottom of basecourse elevation shall consist of clean select material, containing no more than 5% percent by weight organic matter and no man -made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP -GM or SW or AASHTO A -1 or A -3. Subgrade material shall have.a minimum Limerock Bearing Ratio (LBR) of 40. 4.1.5. Material used for basecourse : shall consist of clean suitable crushed limerock material, meeting the requirements of Section 911 of the FDOT Standard Specification for Bridge and Highway Construction, with a minimum carbonate content of 70 %, and a minimum LBRvalue of 100. 4.2. Compaction: 4.2.1. The cleared surface and each fill lift shall be compacted to a minimum relative compaction of 95 percent except basecourse material which shall be compacted to a minimum relative compaction of 98% . Relative compaction is defined as the ratio, expressed as a percent, of the dry soil density as determined in the field by ASTM D 2922 (nuclear method) with a probe depth of 12- inches, divided by the maximum dry soil density as determined in the laboratory by ASTM D 1557 ( "Modified Proctor "). Compaction shall be verified by the geotechnical inspector who shall also confirm that the fill material being placed is the same material as tested in the laboratory. To avoid delay during compaction operations, candidate fill material should be supplied to the geotechnical inspector a minimum 72 hours in advance of placement. 4.2.2. Compaction of suitable fill as defined herein is most readily achieved by the use of vibratory rollers when space allows. For small restricted areas, mechanical hand- operated tampers usually perform satisfactorily. Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture determined by ASTM D 1557; by so wetting or drying the fill material, the amount of compactive energy required to attain -4- INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. Soil samples will be retained by WLI for a period of thirty (30) days only unless specifically requested otherwise by the client. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - 31 or More Hard - - The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. Soil samples will be retained by WLI for a period of thirty (30) days only unless specifically requested otherwise by the client. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. APPENDIX A TEST BORING LOGS 0— 10 20 30 40 50 Page A- MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B -5 rr i •%. 6 f•I 10 I( 18 8 9 10 - 1 1 1 1 1 1 22 =,1111 17 19 B -6 B -7 .ryy•y • 12 12 24 10 16 ✓ J J J 1 1 1 12 18 12 14 4 1 1 1 1 4 B -8 10 14 8 11 8 Y•/ 1t •' • 15 24 12 32 5 9 8 7 6 8 14 10 12 —0 10 20 30 40 50 0 m —1 0 - 10 20 30 40 50 MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B -13 ;12 19 15 7 14 • S : 11 16 21 10 11 0 10 20 30 40 50 0.991) Hid3d fo WINGERTER LABORATORIES INC. Professional Eriginsaxing A T.ating TEST BORING LOG BORING NO.: B -4 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/29/04 DEPTH TO WATER: 10.0" DATE COMPLETED: 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL 0 — 2 — 4 — 6— 8 — 10 12 — 14 16 18 — 20 — 22 — 24 — 26 — 28— 30 32 — 34 — 36— 38 — 40 — 42 44 — 46 -- 48 — 50 — 52 — 54 — 56 —_ 58 60 — 62 — 64 — 66 — 5 12 25 10 — 10 12 — 12 12 — 15 15 F12 8 —8 6 6 �4 — 4 6 8 6 4 ©4 4 5 r1656 10 6 6 7 8 10 12 15 15 • •TOPSOIL Tan SAND with some Fragmented : Limestone Gray SAND with some Fragmented Limestone Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 6 7 8 9 10 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 17 22 30 14 10 8 13 27 N -value CURVE 10 30 50 70 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, • North Miami, FL 33181 (305) 9443401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -8 WINGERTER LABORATORIES INC. Professional Engineerin al Testing TEST BORING LOG BORING NO.: B -6 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS � DATE STARTED: 07/29/04 DEPTH TO WATER: 10.0" DATE COMPLETED:. 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING • INTERVAL N 0 — 2 — 4 — 6 — 8 — 10 12 — 14 — 16 — 18 — 20 — 22 — 24 26 — 28 — 30 32 3.4 36 — 38 — 40 — 42 — 44 — 46 — 48 — 50 52 54 56 — 58 — 60 — 62 64 — 66 — 4 8 8 6 6 6 — 12 6 — 12 12 _ 10. ..... J 16 4 6 7 7 9 9 6 6 6 6 6 9 9 8 7 6 6 6 8 7 7 9 Tan SAND with trace Fragmented %Limestone and trace Roots Dark Tan SAND with trace Fragmented ...Limestone Tan SILICA SAND Boring Terminated at 25' -0 ". 1 1 2 3 4 5 6 7 8 9 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0-8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 12 12 24 10 16 12 18 12 14' N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E_ (305) 9443401 h 1 -800 -345-SOIL Miami, FL 33181 WINGERTER:LABORATORIES, INC. Page A -10 WINGERTER LABORATORIES INC. TEST BORING LOG Profe saional Engineering as Testing CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LO CATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/28/04 DEPTH TO WATER: 8.0" DATE COMPLETED: 07 /28/04 BORING NO.: B -8 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 — 6 — 8 'v. 10— 12 — 14 16- 18 — 20 — 22 — 24 — 26—, 28 — 30 32 — 34 — 36 — 38 — 40 — 42 — 44 — 46 — 48 — 50 — 52 — 64— 56 -- 58 60 62 — 64 — 66 — 3 5 4 4 5 6 4 3 5 3 4 3 4 4 3 3 3 4 5 4 4 4 6 P18 a 6 5 5 5 5 5 7 6 -.,Dark Tan SILICA SAND with trace Roots • ;Light Tan SILICA SAND ............. .. .................. ............................... Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 6 7 8 9 10 0.0-1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 5 9 8 7 6 8 14 10 12 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted aa.being indicative of the site. 1820 N.E. (305) 9443 01h 1-800- 345- SplMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -12 WINGERTER LABORATOR ZINC. TEST BORING LOG Professional Engin* acing s Testing BORING ND:: B-10 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/30/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07 /30/04 DEPTH (feet) 0 — 2 4 — 6 8 — 10 —. 12 — 14 — 1.6 — 18 20 — r 22 — 24 — 26. 28 — 30 —' 32 — 34— 36 —_ 38 — 40 42 — 44-- 46 48 — 50 — 62 -- 54 --' 56 58 — 60 — 62 — 64 — 66 — SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 2 10 — F'..• 25 25- 30 27 21 12— 8 8 6 4 5 4 4 — 4 3 4 4 2 3 3 r6 6 7 7 10 12 12 10 9 8 8 10 Tan SAND with some Fragmented • ;Limestone and Roots %Gray SAND with trace Fragmented .Limestone Tan SILICA SAND Boring Terminated at 25' -0". 2 3 4 5 6 7 9 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 18 57 18 9 7 5 13 24 16 • N -vatue CURVE 10 30 50 70 90 ,f>b This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, • North Miami, FL 33181 (305) 944-3401 1.800- 345 -S0IL VWINGERTER, LABORATORIES, INC. Page A -14 4o I O R7ER LABORATORIES IBC. Professional Engineering'& Wiling TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL; RIG: CMS DEPTH TO WATER: 10.0" DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION BORING NO. B -12 Miami Shores, Florida ELEVATION: DATE STARTED: 07/30/04 DATE COMPLETED: 07/30/04 STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL 0 — 2 — 4 _ 6 8 — 10 12 — 14 — 16— 18— 20 — 22 — 24 — 26 — 28 — 30 — 32 — 34 — 36 — 38— 40 — 42 — 44 — 46 48 — 50 — 52 — 54 — 56-- 58 — 60 — 62 — 64 — 66 — 3 9 15 — 6. 10 10 — 8 5 7 7 5 3 4 4 5 3 4 8 3 3 3 4 4 5 5 5 5 10 10 7 7 8 10 12 10 Tan SAND and FRAGMENTED "...LIMESTONE ...Light Tan. SILICA SAND .Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 6 7 8 9 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0-25.0 24 20 14 8 12 7 10 17 22 N -value CURVE 10 30 50 70 90 f This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181; (305? 9443401 1-800-345-SOIL WINGERTER .LABORATORIES, INC. Page A -16 Symbol Description Soil symbols mumimmow twHn :r memsnmm MoavNEe cosMEo hMUMM y'IDHMiF �Y•fV • �• /./ , LEGEND Sand with trace fragmented limestone and organics Silty sand Sand Sand with some to trace limestone Limestone with some to trace sand Topsoil Sand with some to trace organics Fragmented limestone and sand Misc. Symbols Water table at boring completion Soil Samplers Standard penetration test 1820 N.E. 144th Street * North Miami, FL 33181 (305) 944 -3401 1- 800 - 345 -SOIL WINGERTER LABORATORIES, INC. Page A -18 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 Street, North Miami, FL 33181 Phone: (305) 944 -3401 Fax: (305) 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D. /D.O.T PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue As Shown on Location Sketch Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 DATE: 7/30/2004 TEST NO: P -1 • Permeability test was performed by drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 14.5 gallons per minute (gpm) for a period of 10 minutes in order to maintain a constant head at the ground surface level. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate : H = Depth to Ground Water Level: Ds = Saturated Depth: d = Diameter of Test Hole: K = Hydraulic Conductivity = SUBSURFACE PROFILE 14.5 Gal /Min 10.0 Ft 5.00 Ft 7 Inches 4Q x 1 Trd(2H2 + 4HDs + dH) 448.83 Depth Soil Description 0' - 15' Silica Sand (Conversion Factor gpm to cfs) = 1.74E -04 cfs/ft2 per foot of head Field Technician: JC /MF Respectfully Submited, WING ER LABO - ' ORIES, INC. "' ert H. ' uler, P.E., P.G. Florida. Registration No. 34715 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 Street, North Miami, FL 33181 Phone: (305) 944 -3401 Fax: (305) 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D. /D.O.T PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue As Shown on Location Sketch Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 DATE: 7/30/2004 TEST NO: P -3 • Permeability test was performed by drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 14.8 gallons per minute (gpm) for a period of 10 minutes in order to maintain a constant head at the ground surface level. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate : H = Depth to. Ground Water Level: Ds = Saturated Depth: d = Diameter of Test Hole: K = Hydraulic Conductivity = SUBSURFACE PROFILE Depth 0' - 15' 14.8 Gal /Min 10.0 Ft 5.00 Ft 7 Inches 4Q x 1 ird(2H2 + 4HDs + dH) 448.83 (Conversion Factor gpm to cfs) Soil Description Silica Sand K = 1.77E -04 cfs /ft2 per foot of head Field Technician: JC /MF Respectfully Submited, WINGER E LABO', ORIES, INC. ert H. Schuler, P.E., P.G. Florida Registration No. 34715 SITE LOCATION MAP Professional Engineering Es Testing P. O. Box 6.11450, North Miami, F133261 -1450 Miami Shores Village Project: Proposed Doctor's Charter School NW 112th Terrace & NW 5th Avenue Miami Shores, Florida Order No.: 04 -1506' APPENDIX "B" APPENDIX D SOIL TEST RESULTS train Size Analysis WINGERTER LABS, INC. t: Miami Shores Village Report NO: 1 ct : Proposed Doctor's Charter School Order NO: 04-1506 tion : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date : 8/4/2004 Description : Dark Tan Silica Sand Boring # 1 Sample Mass : 275.9 0, Boring Sample # 5 Laboratory # 268 Depth: 8' to 10' Sieve No. 1 Diameter (mm)1 Mass Ret. 1 % Retained d! % Passing. 2.5 1.5 1 3/4 1/2 3/8 4 9.525 0 0.0 100 4.75 1.1 0.4 100 10 1.3 0.5 100 20 0.85 4 1.4 99 40 0.425 64.6 23.4 77 60 0.25 197.1 71.4 29 80 140 200 le pan 100 90 80 0.18 0.106 247.6 271.5 89.7 98.4 10 0.075 273 98.9 1.1 0 275.9 100.0 70 C 60 t0 w 40 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 =0.18 D30 =0.26 D60 =0.34 Uniformity Coefficient = 1.89 Curvature Coefficient = 1.10 USCS = SP • ®••_ 1 •1.1111.11111111 111111! 11I1 -1IIINI ®®• 16a1111 a® ate s•••••••■1111 1111u r11111•1 ®!!!al 11••=11111111 ■•••1.11• ®M111=11!- ■•1••1.11• -- 1111111•11,11.1••1111111111 INr1f- 11M11111111- -11 -- -----_-- ----- 1l ■ • ®•i•- 1111• - • •• • 1.19.11 - - ®1• s0 •av11•_ - ®••w i 1®11.11® -•111111•11111=1 ■slll•11.••=MI 1111•- N•••11.11•iIIIIIIII- ®111•••11•- 11•IN- -il••I ■®111•11.1111III•r ■s1•1•1.•111- 111•••11•11- 1111•- ®111•1••1•0111111s - -[ar A -11•111M- I fir 1e®••1.11.11 -1 >>>-1M-•®•••11sII.•.11• - ®.••• _1x`1111•- ® ®iN1vlw11.1111.111 ®s ®!•• - -1• •• •11.1)0 -® ■•M• -mil ••U!A -1• ■®••1•- ® - -•-• •••-11.1- 11111111•-1-1■ •m__11a-- ®••n1.1.11.1111• -____ ■ 1- i1•1•s111•INOo>®-• ••OSia1•1•11® ®ii••1.11•t•9-- x•1•11111 = ®s -1111101.1•111111111 ■ • 1•.1.1 -11 -11111111111111 11 ms s • • 11.1 - 1x1111111 ® ®• 1• 101 • •1•- • 9• - ®• • /• M11 s 11.11111.11 1111111111MIII• ■.l111•110..•1 ®•x- 1s ■.••- 11•x1 - ® ■x .1 1 -l9• -1 ■x••..611•• ®1111a1- x•1IMINIx1s iillll• �x1•- 1•••••® 12•1�11x 11• ®1M1•111M•11111®e-1o111e2 ®11101® ®®!® 9 30 20 10 0 1111111•111•••1111111•11111• 1•111111111111111111•1111•11•111111•11•11•1111•111111.111111111101.1111•111•1111=11•11111111•111111111111111•1111MINI•11•1•11111111•11111•11111••111111111111111•11111111111111•1111111111111 1n••M111111l1111111111111os11•1111li111•ll111111e1=®- ®®•!!sue ®1a_•- •••w!i!a ® -•1111111M!IN es 1 ■••11111•11•111111111•1 l - awn!!i•1=1- ®111•!!1!11•111®s1•1•111•11111•1111•111r1•1ior!lty0•1- ®! 111•••••111111111 •••1•111.1- x1- ! ®111•v-•••••M- s• ••n!!s ® ®® ■S• •-- x1 ® ®1111•!!- IYl•Ix1- ®11111••- 1•- •-fr9∎ 1•• 111.9•- ®1!®•1 ■ Ot••--- r- ® •11•!! -i 1• -11111111111111111111••• • - ®1111! 11•111•1• ®• • 1 • • 9- -1x- -1■1 11111111•1111W11•11••1111 11111•11111•1•111•111111111•11•11111=11•••111•111•1111111111•111111111111111111111•111111111111•1•111•MIN■111•1•11111111•111111111411111••=1111M1111111111111 ■ 1•!•-- xlr11t •0.11111- 11•xlx11111®i•••1•- x1- N11■411111111111110.1 A• ® -1-•!II■111 •111111111M111111111111111111111111111111111=1 1•1•!!1111• ® - ®•• •--- • - ®iMMINI 1®•1III-1x>- 100 10 1 Particle. Diameter (mm) 0.01 'Grain Size Analysis ct : ration : Description : Sample Mass : Laboratory # 1 Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Tan Silica Sand 234.5 g 271 Sieve No. 1 Diameter (mm)1 Mass Ret. ( % Retained 1% Passing 2.5 1.5 3/4 1/2 3/8 4 10 4.75 0 0.0 100 0 0.0 100 20 0.85 1.6 0.7 99 40 0.425 47.6 20.3 80 60 80 0.25 0.18 166.4 212.3 71.0 29 90.5 140 0.106 231.8 98.8 MO pan 200 Percent Fine 100 90 8o 70 80 50 40 0.075 0 232.4 99.1 0.9 234.5 100,0: WINGERTER LABS, INC Report NO: 1 Order NO: 041506 Date : 8/4/2004 Boring # 4 Boring Sample # 5 Depth: 8' to 8' Percent Gravel = Pecent Sand = Percent Fines = 0 99 1 D10 =0.18 D30 =0.25 D60 =0.33 Uniformity Coefficient = Curvature Coefficient = USCS 1.83 1.05 SP i 22! • ® ®1111112 1111•11111 ®1122 22 • ®I• ® ® ®■ ■ 221•\ • 1111111 111=1-- ■ ■ f i • 1122 ®111111111 0 ■ ■ /221 ®21112 ® ®■ 22 ■ ■1 -1a O ®- • 22 22■ -11 ■ 11 • • ■ ®■_ ■■ /••rte ® -• 2222• eile22r22•® ®•®S•at•lr111111111211=1111112•■el•a1111M121112111•1111111121111111111111211111 ■111111■1■11 ■111112111111i - ■22 ■221 _.1•a221011121111111®•22- ■11•MMI221i■21/■ ■11221x■ ■■!MMINI� ■ ■ 2210���MISHIMINIX21122 22•l91A 22022■m ®•22 -• • \!11111MI at•1� ®s ■ ■ Y 221 x2222 ■� -� ■ ■oe��l� ■2222• ®i�22�2222 ®_.. .-:.. 1111 ®�Si'�2222to ■ ■IY ®��0® e■�■1®•22 ®■22� ∎maumm ie11•■ ounme ®■■_221®_ emrY =®■■'urms® ■■s_r ®smum∎m22 ®quo ® ® ®■■nmammia ® ® ■■uos• ∎ ®1•m� anommommomminanotseurmanaramasmainsmaameammomonaramlimeesosm 1■0•amineme 11111111111111.11•111M11•1112111 22� ® 21sM1•rrt•e22_ ®12YNi•1 ® ® -r ®1111111111111•11111 ■ ■fi• ®_i- ■2222•1•!• ® ® ® ■■ •! 1111• ® ® ■ ■N•• 1®® 1.1.111'11 iWit® ®•2222.11•1• ® ®1■ ■1111!to tir r■2211•r11111 ® ®S 30 20 10 0 ®ws•rwr■�t• ■2222.1•la�� ■22■t•a�a ■1 ■ ■N•a ®a22re 2122 ®• 111MIN •11 111111111211 ®■ 2222.21111• ® ® ®■ 22 5221 r ®11•2 i lam• • ■ {A • a O ®re Ie■tI2a1•11211•11=111®® 1122 ®•1.1• ®® ■ 112 =2a1R22r1��11®172aR112�2!•22J•® ■■1�r>•r•��- ®■ ■■®2>v1a®Ill are®®■ 222 ararmauna 22 ®11111111®■IS1.Irsrn�m2•u222222s® ■ ■�����■- ■.22•x1• ® ®.. ■. ®••��1� .. ■..�•a ® ® ®. ■■ ■ 1!••111 111•1•MIE ®• 2222 • Di122e ® ® ®•22 ®■111111 22■ ®1 r ® ®11■ /11■1 ® ® -11111111111111111■11111•1 ■■2■• = ®111•21 ®■■■ ®012!0 1111■• ® ■■11 22!■1i 111® ■ ■11■1_a1 11 ■•1•1=2111111111111 •22 ®• 21.11•11112111 I-- ■■1221rM_a11•12- ■■ri•r11111•®s 11111111•11111111111111111111111111 - •2222• ®Ii ® -■■ •r i■1- ■2261•rrtO ■■Ht•MIMINII•111 ■111122 -111111111111 ®Ii,2v 22�21111111111121111111■11 1111111• ®! i fit• ®■■ 11 • •2221 1222122.1112e • ■rn2_r■ rte- ■2222• x1221• s- •11111■•r rIII fit• ®■ ■111 • rrl ® -� ■ ■x•1.1• ® ® ®•■211•r1111111® ®2• ® ■ ■11••1111111®111!� w._•rrtr•� 11220_1• ®■� ■ ■�221�■ ■_ ®® ■2211••�� ®� 11111111111•1 111111111111111111111 - ■■Za•1.1•s- ■1■■ ■•21111® ®r®111■1■■1 a•!1• 1111M_ ■111i ■!1110111111•111122® ® ■220•it• ®a! ®11■ • 1 22x22 ®. ®■■122••11 0 ■•■1•fa1,111111111•11 ® ■..••1112111122re•a ®x•2222• ®1111111a22 ®112■4.. ■ ■n•• ®sue 100 10 1 Particle Diameter (mm) 0.01 Grain Size Analysis WINGERTER LABS, INC t: Miami Shores Village Report NO: 1 ct : Proposed Doctor's Charter School Order NO: 041506 ,ation : NW 112 Terrace & NW 5th Avenue. Miami Shores. FL Date : 8/4/2004 Description : Tan Silica Sand Sample Mass : 331.7 a Laboratory # 273 Sieve No. 1 Diameter (mmj 1 Mass Ret. 1 % Retained { % Passing, 2.5 1.5 1 3/4 1/2 3/8 4.75 0 0.0 100 10 20 0.85 0 0.0 100 0.6 99 40 60 80 0425 0.25 0.18 63.9 199 285.7 19.3 60.0 86.1 81 40 14 140 0.106 327.9 98.9 40 200 pan 100 90 80 70 60 LL 50 0 40 30 20 0.075 0 328.7 33.1.7 99.1 100.0 0.9 Boring # 4 Boring Sample # 7 Depth: 10' to 12' Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 =0.17 D30 =0.22 D60` =0.31 Uniformity Coefficient = 1.82 Curvature Coefficient = 0.88 USCS = SP ■..mumu® ® ■■.1 sly ® -i■mi■:sow! ® ® ■ ewsromumu!__ ®® • ■_1•_o___ MEM��1! ®� ■■i��\��. 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Engineering Testing & Inspection Services 1820 NE 144 St., No. Miami, FL 33181 Telephone (305)944 -3401 - Fax. No. 949 -8698 CHEMICAL ANALYSIS REPORT Miami Shores Village Proposed .Doctors Charter School NW 112th Terrace & NW 5th Ave., Miami Shores, FL Miami Shores Village Attn: Mr. Thomas Benton 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 8 -18 -04 jen SULFATE CONTENT TESTS Laboratory No.: 365 • CRITERIA Soil Boring Sample #: B -3, S -2, 2' - 4' <200 ppm Sulfates Content: 39 mg/kg (ppm) Laboratory. No.: 366 CRITERIA Soil Boring Sample #: B -3, S -3, 4' - 6' <200 ppm Sulfates Content: 74 mg/kg (ppm) Laboratory No.: 367 CRITERIA S ilFait Boring Sample #: B -8, S -3, 2' - 4' <200 ppm tes Content: 56 mg/kg (ppm) u.00ratory No.: 368 CRITERIA Soil Boring Sample #: B -8, S-4, 4' - 6' <200 ppm Sulfates Content: 39 mg/kg (ppm) Laboratory No.: 369 CRITERIA Soil Boring Sample #: B -11, S -2, 2' - 4' <200 ppm Sulfates Content: 10 mg/kg (ppm) 370 CRITERIA B -11, S -3, 4' - 6' <200 ppm 68 mg/kg (ppm) Note: All tests were performed by our affiliate A & S Laboratories, Inc. PPM Denotes Parts Per Million Laboratory No.: Soil Boring Sample #: Sulfates Content: No. of Tests: 6 WLI Order #: 04 -1566 chuler, P.E., .G. Florida Registration No. 34715 .e original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients and authorization for publication of statements, conclusions or extract from or regarding our reports is reserved pending our written approval. DOCTORS CHARTER SCHOOL MIAMI SHORES, FL CUSTOM GLASS ffl WINDLOAD ON WINDOWS AS PER ARCHITECT OF RECORD WIND FORCE FOR COMPONENTS AND CLADDING P= P= -71.0 & 65.0 PSF -85.0 & 65.0 PSF BROMLEY -COOK ENGINEE ING, INC. 5440 NW 33 RD AVE. SUITE 100 FT. LAUDERDALE, FL 333 9 NOTE: SEE WINDOW SHOP DRAWINGS TO COORDINATE WINDLOAD REQUIREMENTS WITH ELEVATIONS 2) VERTICAL MULLION ELEV A,B,C,D,E & G CGI ALUMINUM TUBE MULLION WITH # 373 FRAMING MEMBER PRODUCT APPROVAL #: 02- 0123.07 CHECK FOR WINDLOAD SIZE: 1 X 4 A) SECTION 8/6 LENGTH(in)= A) DESIGN PRESSURE P = B) WIND LOAD P = 71.5 WIDTH(in)= -145 -85.0 & 32 145 PSF 65.0 PSF 3) CASEMENT WINDOWS - CGI SERIES 238 ALUMINUM CASEMENT WINDOW - IMPACT WINDOW SIZE : 31 3/4" X 71 1/2" APPROVED SIZE: 32" X 72" PRODUCT APPROVAL #: 01- 1002.03 GLASS : 7/16" H.S. LAMINATED "SAFLEX" GLASS CHECK FOR WINDLOAD A) DESIGN PRESSURE P = B) WIND LOAD P = CHECK WATER RESISTANCE A) REQUIRED WATER RESISTANCE: B) WATER TEST PRESSURE OF WINDOW: CHECK PERIMETER FASTENER SPACING A) LOAD = SPACING 24 LOAD = - 226.67 Ib B) FASTENER CAPACITY FOR = +- 550 Ib >= C) FASTENER CAPACITY FOR = +- 6371b >= -101.3 & 101.3 PSF -85.0 & 65.0 PSF 15% OF POSITIVE PRESSURE (UP TO 12 psf MAX) 65.00 PSF x 15% = 9.75 PSF 16.5 PSF 17 16 24 (in) o/c * PSF -85.00 * LENGTH = 1/4" TAPCON IN CONCRETE EMBED 1 1/2" MIN. - 226.67 Ib #14 S.M.S. INTO ALUMINUM TUBE - 226.67 Ib O.K. HEAD JAMBS SILL 32 /288 = ( SHEAR LB) PERIMETER ANCHOR VALUES E3ASE ON 1/4" TO 3/8" SHIM GAPS. 4) FIXED WINDOWS - CGI SERIES 238 ALUMINUM FIXED WINDOW - IMPACT WINDOW SIZE : 31 3/4" X 71 1/2" APPROVED SIZE: 32" X 72" PRODUCT APPROVAL #: 01- 0918.01 GLASS : 7/16" H.S. LAMINATED "SAFLEX" GLASS CHECK FOR WINDLOAD A) DESIGN PRESSURE P = -90 & 90 PSF B) WIND LOAD P = -85.0 & 65.0 PSF CHECK WATER RESISTANCE 15% OF POSITIVE PRESSURE (UP TO 12 psf MAX) A) REQUIRED WATER RESISTANCE: 65.00 PSF x 15% = 9.75 PSF B) WATER TEST PRESSURE OF WINDOW: 16.5 PSF CHECK PERIMETER FASTENER SPACING @ A) LOAD = SPACING 18 LOAD = - 170.00 Ib B) FASTENER CAPACITY FOR = +- 550 lb >_ C) FASTENER CAPACITY FOR = +- 637 Ib >_ 17 18 (in) o/c * PSF -85.00 * LENGTH = 1/4" TAPCON IN CONCRETE EMBED 1 1/2" MIN. - 170.00 Ib #14 S.M.S. INTO ALUMINUM TUBE 550.00 Ib PERIMETER ANCHOR VALUES BASE ON 1/4" TO 3/8" SHIM GAPS. Page 1 of 1 O.K. O.K JAMBS HEAD & SILL 32 /288 = ( SHEAR LB) O.K. MIA !+ I.Oi PRODUCT Pap L D yr ON E (BCC ()) CONT OFFICE NOTICE OF Construction � n� i.�+ (l�'�}A) Miami; Fl 33166 SCOPE: ?g U IV Mass industries Corp. Yi'i � b� rive MI A DDE COUN 'IY • FLORIDA ' , I-AAE FLar t rD BUILDING ;E. PLAVUE R STREET, SUITE 16 03 (3u5` 1�rr�G Fr pRrD A 33 13 563 i5_ U FAX (305) 375_2908 This ,Q is T documentation issued under . mentatinn sub the applicable by the Board of being is submitted ha. been li ble rules and regulations t e and Appeals by Miami-Dade Ova The ocu e Having ee nP i b, Miami_Dade ruing the ttS . Itlg Jurisdiction (.4.111). _ D�=�) to ha uS?rj . C4Lnty a Of COWS This NOA in _ Product an control n materials 3!lli 1 Dade ( Ontrnl OunPy n `)I�IcInI? and Division shall not be valid and other areas where - (I.1 Miami Dade after the expiration 'there allo�„ have this product County) and/or date stated •ed tr the isio or material tested for or the Al-j1 (in areas below. The revoke_ pled manner. the quality' � other than Miami County modify, or suspend .ial test manufacturer Willy assurance purposes. I f this pro Dade County) reserve the on to revoke this rang the use incur the Control note acceptance, if i detPf such Product or expense of such testing or right to gal fails f .c mate fails t .. meet the requirements �rrlsned by � material within their _ ® and the material O perform In This product is to roll applicable Miami-Dade county r� ochicturontrolon may i!prod 1iately Zone of the approved as described buildin code. �.n4(i�.rt r`Cn�fJl Division reserves tl�F, ' DESCRIPTION: t Florida ,3tildinz Code cd herein, and has been yoyy D Ision !ha! this product or �vi�l: A�i�; ;�:tu designed to comply DESC IPT DOCUMENT: `m Tube Mullion PIY with the ifigh prepared, _ with �� ?� 'Velocity Ti u�cane a ed, signed l�rawin - Fra�;te., Member Renewal sealed by l=lu _l3. titled "Mullion Product newel span, � mayoun Far, Nluilion Elevations �Withthe.ii,' )"�:F.�_rdot Controi Division, Notice I �'1�i.�'1�1.�'' e .Df Acceptance number /1 F) /i2, bearing LABELING: Large expiration date df.e County i _,l E«c,. t,.... ,, nd Small .,.m, Day RENEWAL d1nlll eU County Y r anent lave, .'.:.y, the e wjr A manufacturer's rod', e tithe r AL of this NQA Product change ir, the applicable shall be cn , � Control Approved'', or,ogo, cis PP =liable sht building ns.idered after a renewal application unless re state and change rode ne PPl orman h s otherwise noted � i Iulti of this NQ gat`vely a herein. materials, Ursa, and/or manufacture A will Recur after ffecting Lhe pel- for�ance been tiled and P re h product, ,R tnr sates, advP or the the expiration of this prod he. as been no with flSino PrOdu!'t n date or � flit. any section o f th, o or any other or process 1f there has been R fors l ,r c tisin or a y cause pin uses shall automatically this terminate h n <I A. revision Failu e to change i the h it l ' j: The j+y e for termination t 4 a 3.. endorsement -n the e Q< `�`!" n en�in- t„ this ement f a P anon date may be � number `� n and removal v NQn Failure to any be done in its entirety. displayed • preceded b , f l`IQP, comet„ In advertising the words lvlia ve the ex ira�CRI: rtising literatur If mi Daode County, and shall copy of this e any portion ou Y, Florida, and folio ,au be available tls entire 1 ,, copy of thi'Cilo OA shall be Provide is di t> the the 1�QA, Is displayed, by This NOA at the d to the , n it shall The - w.c ! 'D9 . - ,e request r ^ �y t„e manufacturer e submitted # 9y q of the Building i'faciiir er or ^ distributors -° 22.7 <9? and, g OffiClal _1 documentation cnnStct. � ui „� i1viiiorS Co aiid Se 1 d g No. My Framing 1. c � P ns and d Details", shee t:ILEI�jp�CP ber and ex it g rte jytthe i is t through < ; I: A unit • a .,. are .,y the Miami-Dade Frn »i�ict OJ f Wln� statement: shad bear i ISSile 1 de i ^t nt� c atclll' . °• _ a permanent t ./ QA rQnP rib site at tt " aJcr , 0 2 was reviewed by Raul Rodriguez. 1 as well as approval ��: .wee PP.nYal document mentioned toned above � ' xlslratjo , fl OA No 02_00123.0! AP` R 26, 2 &37 Approval Date pia: ru 21, 2992 Page 1 4,000 II Li 373 FRAME MEMBER j 373 !FAME MEIABER I-- L0110.- - -2.000 - - 3,000 4.007 1.070 CUNLIINING FRAME — ESEEfi- ,IZ A1._EAJLUtlE ti(25110.181.__QELYERTICAL, SEE WINDOW OR DOOR APPROVAL. FOR FASTENERS SIZES AND SPACING JLIz1i UQi!Qr1% USE CHARTS AND GRAPHS AS FOLLOWS. al]: 1 DETERMINE DESIGN LOAD REQUIRED AS PER ASCE 7 FOR PARTICULAR OPENING. %7FE_2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE 1.0AD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT A3'PROVAL. SPECIFY MA.KIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH IME—Ar0 DESIGN EATING MORE 71IAPI DESIGN LOAD SPECIFIES) IN STEP 1 ABOVE. USING ANCHOR 'TYPES ON SHEET 3, AND ANCHOR GRAPHS .5.1111i ON SHEET 2, SELECT ANCHOR TYP0 WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECII10) IN STEP 1 ABOVE. [THE—SE MULLIONS ARE RATED FOR LARGE MISSILE MPACT J.1ECIANCUL ]&.A Y MAUI1.t a `112LJILLJILI M 1. ALL 01.A2I140 PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPO:ABLE: DADE COUNTY REQUIREMENT'S LIE. WIND LOAD, AIR A WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS E1C. 2. ANCHOR EMBEDMENT TO SASE MATERIAL SHALT. 130 BEYOND WALL COVE:PoNG (STUCCO, TILE E7C.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SIIB.ECT TO SE "AIiAIE ENGINF.ER'NG REVIEW. A. ALL MULLIONS TO BE ALLAY 0063 -76. PRODUCT RENEWED AtrEPFAMCE Nb.� :u1l7.D7 I0XAP00E_L /_A 7 4NDAATT)))�(f!r,L�--G /-9t.GD7 IEUJILDTNO COVE COMPLIANCE OFFICE Engr 00, 4114i01N 000000 F)A. PF iI 14557 PAN 1 7 2002 • 33 3 B S $ 41 t drawing no. M9'.5 --13 (sheet 1 of 3 m...1s c111.c. ANCHORS A.130 OR 0-1 GLAZING PRODUCT CLAZMG PRODUCT ANCHORS 4.0.0 OR D MUWON 3P.4M [TRIBUTARY wiDTH 1, NC NORS TYPE 4,8,0 OR 0 GLAZING PRODUCT -HORIZONTAL MULLION GLAZING PRODUCT ANCHORS 0,8,0. OR 0 MULLION LOAD CHART 20 00 00 20 40 45 00 TRBUTAPY WIDTH INCHES ANCHOM LOAO CHART 41431003 TYPE: oT E t- 07 r-; 0- 00 MULLION LOAD CHART V — N.,,I13" 1 4 2 NULL TURE7 carnxo - -- TUBE Mfbara -- N _ N N 65 EIDAN --- -- .....Z. -- f., -- __ _ ....._14 _---1., _..— — _-- a . x',....„ _- ___ __ - N4.41" -. EIiiI N 4,4,pr z 771Flut.T..„71:1„:7—t -- JN _ Hi h --------4 _...„__ 20 00 00 20 40 45 00 TRBUTAPY WIDTH INCHES ANCHOM LOAO CHART 41431003 TYPE: oT E t- 07 r-; 0- 00 MULLION LOAD CHART V — N-1---- I X 3 HULL -4 5 - TUBE Mfbara -- N _ N N 65 EIDAN -- .....Z. -- f., -- __ _ ....._14 _---1., --_- a . x',....„ _- .162..: ',.. -....--.., ...- N 4,4,pr z 771Flut.T..„71:1„:7—t -- :71::lt -..._ __ 20 20 30 45 40 45 50 TREILITARY WIDTH - INCHES A (CFMR 0.000 CHART MULLION LOAD Ki — N-1---- _ N N 65 EIDAN .....Z. S. a . x',....„ .162..: ',.. -....--.., ...- N 4,4,pr z 771Flut.T..„71:1„:7—t -- :71::lt -..._ 55 20 as 20 25 40 45 GB 7080.70RY W:OTH INIHES ANCHOR LMAC CHART lfr—FiOrrSTAN 01E17 L_ML1.. MUUJCN SPAN 30 00 40 50 OA 70 00 1000) TAMV TNCLIGG PRODIJCT REEVED NOTE: LOAD ACCEPTANCE EXPIRATION DA' ,i lyril, acg ( 9Y-64,-17-. -e---,---- 00 . E.. ). 0)801.. DRISIDIE BUILDING CODE 00000(A1000 OF FICT lifICAL—M1/11.E.Bitl(iF.MEhM t! -- _ —_ 7iicHrms Tyre 0 20 1)0 40 53 60 10 TRIUUTARY 40071.1 . INC1400 R ml *001005 5557 TYM C 80 30 00 40 50 60 70 810 II:18.1T005 UnT 4 - I0C1C1 CHARTS ARE BASED ON TRAPEZOID LOAD DISTRIBUTION. • ANC1100 LOAC CHANIT 001 " 8 cy, 0 < q 0- F 2. MCP-WM TYRO 3 L. ecLmry j 20 3E 4 0 00 60 '72 00 TTY 00IT4RT trECTM - 150.470 Envrt 771736ZOLN F337.71 00.001050003 vl.X. PE 4 15557 JAN 1 7 2001 4 h 4 _NJ .g L drawing 15. W95-13 iZIVF;77T 2 X 2 X I/8" ALUM ANGLE # 14 E.M.S. 2/ ANGLE [-MULLION A11,114' IXPE IrECK OR 28Y BUCKS 1-1/4" MASONRY EMBED . THRU 1IBY BUCK. -MULLION 2 X 2 X VII" ALUM ANGLE -- 1-0/8" LONG MULUON-- 1-1/4" 1110. _ 1/4" DOA TAPCCNS 1/ ANGLE U MAX. Assacrea_apiLai. ALUM PLATE -77 • . .#'113 X. 1-3/4" TAPCON 2/ PLATE' 2 X 2 X 1/9"__ ALUM ANGLE # 14 SAS, 2/ ANGLE r.r1=7-77. N4CHQEEJL „A--1BY OR 213Y BUCKS 1-1/2" EMBED .° I 1 /4' MASONRY EMBED IF THRU TB? BUCK 4 -MULLION K.-MULLION 2 X 2 X 1/8" ALUM ANGLE 2--5/8" LONG 1/4” DIA. 1200085 2/ ANGLE ALUM CHANNEL 3/4 X 1-3/4 X 3/4 X 1/8" LENGTH TO CLOSE FIT INSIDE TUBE , --> "4,-- 1 +LI? 22 ..,:orfEk7.31-L4A"TE .e:IANNEL WkX. TUBE IAULLON 1X2, 123, 124 TRIM MOOD SUCKS TO INSTALL ANCHORS 1 > 3/16" X 1-2/4" 7APCONSI \.71117-‘1/ 1 -IL: INCTCH WOOD BUCK ACCOMODATE: CLIP ANGLES TO MASONRY 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE-1 MULLEN I 2 X 2 2 1/3" I ALUM ANGLE 3-5/8"_LONG 1/4" M 1APCCIN -1-1/4" IAN. FAIBE3 2/ ANGLE ExplpAra 7..:71'.;rcK4 1/8" THICK ALUM PLATE I/S2.011 acs,16.5 NCLIJit...=. MUST .21.11.911.1.QtaaJliaaELL EAgn Ti. 1118 UC PU RED PE # 1K3S7 JAN 17 2002 8 r—, 6' I- ' e 4 1 dm wing no. M95-- 1 3 ---- ,sheet 3 of 3 4( MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 BUILDING CODE COi~MPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET. SUITE 1603 MIANMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Series 238 AIuminum Fixed Window - Non - Impact & Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0918.0I EXPIRES: 09/30/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 10/25/2001 11s04500011pc2000tltesnpiateslnosice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com Francisco .1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http :liwww.buildingcodeonline_com Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT 2 5 2001 EXPIRES : September 30. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 00- 0310.0I, which was issued on August 24, 2000. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), I994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Fixed Window — Non - Impact and Impact Resistant and its components shall be constructed in strict compliance with the foIIowing documents: Drawing No W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4, 5 and 6 of 6 dated 02/19/99, with revision C dated 10/04/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables for non - impact and impact resistant windows in separate sheets of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man 1 Pe ez, P.E. Product Examiner Prod ontrol Division Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01 APPROVED OCT 2 5 EXPIRES : September30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product;. d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, usc, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety: 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Man 1 Pe -z, P.E. Product Co.. o • xamincr Prod Control Division D.L. OPG. VENT VIM VINDOV VIDTN EXTERIOR GENERAL 1SINDOIY SECTIONS 1 l O 4 FOR GLASS TYPES REFER TO SHEETS 3. 3A & -4. lJ- INSTRUCTIONS FOR USING THESE CHARTS; STEP 1. STFP 2 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GWEN WINDOW. OBTAIN CAPACRY of WINDOW /OLA53 TYPE FROM APPROPRIATE CHARTS. AT SNEClS 3 & 3A FOR IMPACT RESISTANT. D) SHEET 4 FOR NON- IMPACT RESISTANT. STEP ,j SELECT UIST LEATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 MID CHART 011 SHEET 6. THE VALUES OBTAINED TOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REOUIREO PRESSURES. AT EACH END AND I8' O.C. ON SHORTER 510ES 20' 0.0. ON LONGER 510E5 WINDOW WONT S. MAX. TYP. M HEAD /SIU. CORNERS FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.O.A. O TYPICAL 110N blI SURFACE APPLIED FALSE HUNTINS UPIIUNAL 18' MAX. (IMPACT) 25 MAX. NON- IMPACT MAX. ANCHOR SPACING TO HE AS FOLLOWS IMPACT WINDOWS 17' O.C. ON LONGER SIDES 1B" 0.C. ON SHORTER SIDES NON— IMPACT WINDOWS 17' 0.C. ON LONGER SIDES 25' 0.C. ON SHORTER SIDES 1. THIS STRUCTURE 13 0E51011E0 AS PER THE SOUTH FLORIDA BUIU)INO CODE 1604 COITION FOR DAOC COUNTY. ALSO FOR MIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. I. WOOD BUCKS BY OTHERS, MUST SE ANCHORED PROPERLY 10 TRANSFER (0A05 TO THE SIRUCTURE. 3. ANCHORS SHALL BE AS USTEO SPACED 43 SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, En5n OR. IIUMA OU PAR000 FU. PE • 16331 OCT 4 2001 Or 0 0 a Pio 3 3 e APPROVED AS COM{P:LYING�{NQ/HI THE yg SOUTH iti 470 BUI DE 8 b BY ?UMW t-- PROD TCIMROLDIVISION drowing no. DUIL01 ODE COMPLIANCE OFFICE W99 -10 ACCEPTANCE 110(11.' CYX14 •Ql (Shee((of 6 ) ALL TRAM( AND VENT CORNERS 10 OE SEALED WITH 0E SILPRUT OR EOUIV. @ CORNER KEY .060 (NICK St. SIEEI 3 CORNER KEY .062 THICK ALUMINUM FRAME VENT 5/16' LAM. GLASS) .383 MARINO STOP ITEM PART 2 QUANTITY DESCRIPTION MATERIAL SUMP, /SVPPUER /REMARKS 1 001 -373 4 FRANC 6063 -T6 INDALCX OR EQUIV. 8 Cril -376 4 VENT 66/16' LAN. GLASS? 6063 -18 INDALCX OR EQUIV. EA C61 -374 4 VENT 13/16' t 1/4' CLAM 6063-16 NIDALCX OR COUIV. e► - 4 VENT 13/4' INSU.. GLASS) 6063 -16 INDALCX DR WUIV. CC (01 -383 4 VENT (7/16' LAN. GLASS/ 6067 -16 INDALCX OR WUIV. 3 C61 -374 4 GLAZING BEAD 4063 -18 IHOALIK OR MTV. 4 - 4 460 THICK CORNER KEY ALUKIINK - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -423 AS IMOD. TRAHK WEATHERSTRIPPING - SCILEGEL APTUS 7 0200 11170 AS REDD. VENT VCATHERSIRIPPIHG - 3CILE0EL 0 -LON 0 - AS REOD. VENT SCBCVS 8 20' O.C. LONGER SIDES, 18' O.C. SHORTER SIDES - Rio X 1' f! ma B - 2/ EORNER FRANC AND VENT ASSEMBLY SCREWS - 610 X 1 -1/4' SS SKS Env.' *A. NUILAYOUN 1AR000 STRUCTURES ELL PE 4 76307 .- --- -1.737 1173 L�s -.090 TYP. 6.072- ,720 1.438 VENT (3/W & (/4 CLASS) VENT 3/4' INSUL. GLASS) ,Z-34-5;)La87 oD RI 31 g s o gPtIl o 00 ., ta 8 0 3 zC ow- rd loR • 1.347 VENT (7/16' LAM. CLASS) 1 • ADPR0040 AS COMPLYING *176110446 330144 010RIDA BUIL0I03 [002 Dm 1 841 ev / PR000' C1 NROLOIVMION BUILDIN CODE CGIAPLUNCE OFFICE ACCEPTANCE 604( -613 19 .Q ` drawling no. W99 -10 (Sheet 2 of f3 1 PERFORMANCE VALUES OF SIPACT RESISTANT WINDOWS • 140 SHOVERS 6E0015E0 REFER TO SHEETS 5 AND 6 705 ■445 ALLATION DEINLS 14(6006 DINS. 01401 TYPE '2' MUSS TYPE '3' CLASS TYPE '6' W101H 24' 30' 36' 42" 48' 54' 00' HUGH EXT. ( +) 1N1. ( -) Ext. (•) IM. ( -) EXT. (4)1114. ( -) 24' 30' 36' 42' 48' 54' 60' 24' 30' 36' 42' 48' 54' 60' 24' 30' 36' 42' 46' 54' 60' 24' 30' 36' 42' 48' 54' 60' 110.0 145.5 110.0 157.5 110.0 1953 404.3 104.3 110,0 144.0 110.0 136.6 82.5 36' 67.7 58.5 82.0 46.6 110,0 86.7 67.7 42' 68.7 60.6 54,3 48.1 110.0 74.5 58.5 48' 60.6 54,2 82.5 1(0.0 120.0 110.0 130.5 67.7 110.0 120.0 110.0 120,0 56.5 ((0.0 120.0 110.0 120.0 52.0 110,0 115,1 110.0 120,0 40.6 102,7 102.7 110.0 120.0 127.2 110,0 157.5 110.0 193.5 85.7 110.0 144.0 110.0 136,6 67.1 110.0 120.0 110.0 120.0 68,7 102.9 102.9 96.9 111.9 60.6 102.9 102.9 98.9 111,9 54,3 92.6 02.6 06.9 111.9 48.1 64.7 81.7 00.0 00.0 111.2 74,5 410.0 410.0 157.5 110.0 184,4 120,0 110.0 120.0 56.5 110.0 120.0 110.0 120.0 60.6 102,9 102,9 98.9 111.9 54.2 90.0 .00.0 84,e 97,9 46,9 44.1 103.8 68.0 52.0 54' 54.3 46,9 44.9 40.7 100.6 59.0 46.6 60' 48.1 44,4 24' 30' 36' 42' 48' 54' 60' 24' 30' 36' 42' 46' 60' 63' 65' 87' 48,9 78.6 78.6 90.0 60.0 44.1 69.6 69.0 90.0 90.0 103.8 110.0 154.3 110.0 177.8 66.0 140.0 120.0 410.0 120.0 52.0 110,0 115.1 110.0 120,0 54,3 92.0 92.6 96.9 111.9 48.9 78.5 78.6 90.0 90.0 44,9 68.4 68,4 80.0 60.0 40,7 60.4 60.4 80.0 00.0 100.0 110.0 120.0 140.0 120.0 59.8 110.0 120,0 140.0 120.0 46.6 102.7 102.7 110.0 120.0 48.1 81.7 61.7 90.0 90.0 44,1 69.6 69.6 90.0 90.0 40.7 63.0 57,8 41.4 89' 43.5 40.3 91.9 53.5 38,4 39.2 72' 35.5 40.7 60.4 60,4 80.0 80.0 70.0 70.0 93.0 110.0 120,0 110.0 120.0 57.8 410,0 120.0 110.0 120.0 44,4 90,0 90.0 90.0 90.0 43.3 74.4 74,4 90.0 90.0 40,3 62.4 62.4 90.0 90.0 70.0 70.0 70.0 70.0 91.9 110.0 120.0 440.0 120,0 53.5 110.0 420.0 110.0 (20.o 38.4 89.2 69.2 90.0 90.0 39.2 68.2 68.2 90,0 00.0 35.5 56.8 56.8 90.0 90.0 700 70.0 66.6 68.0 65.5 65,5 50.0 50.0 PERFORMANCE VALUES OF IMPACT Ho REFER TO SHEETS 5 5A110 6 RESISTANT WINDOWS REI5E0 FOR GINS ALLARON DETAILS WINDOW OINS, CUSS TYPE '2' CUSS TYPE '3' GLASS TYPE '8' W10IH HC10H1 EAT, (+) INT, ( -) EXT. (t) 1M. ( -) EXT. ( +) 1M. ( -) 24' 30' 36' 42' 60' 81' 78. 91.3 91.3 110.0 120.0 110.0 120.0 51.7 51.7 90.0 90.0 90.0 90.0 35.5 35.5 82.7 82.7 90.0 90.0 34.9 34,3 64.6 64.6 90.0 90.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24' 30' 36' 57' 75' 84' 55.6 85.5 110.0 120.0 110.0 120.0 49.3 49.3 90.0 00.0 90.0 90.0 33,4 33.4 01.0 61.0 90.0 90.0 - - - - 70,0 70.0 - - - - 50.0 60.0 24' 30' 36' 51' 66' 56' 78.1 78.1 110.0 120,0 410.0 (20.0 46.9 46.9 90.0 90.0 . 90.0 90.0 34.7 31.7 76.6 76.8 90.0 90.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24' 30' 38' 45' 60' 100' 39,0 59.0 90.0 90.0 90.0 90,0 44,0 44.9 90.0 95.0 90.0 90.0 - - - - 70.0 70.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24' 39' 54' 420' 45.5 45.6 90.0 90.0 00.0 90.0 - - - - 70.0 70.0 - - - - 50,0 30.0 36' 48' 132' - - - - 70.0 70.0 - - - - 30.0 50.0 27' 45' 144' - - - - 70,0 70.0 - - - - 50.0 50.0 30' 39' 156' - - - - 70.0 70.0 - - - - 60.0 60.0 ROIL WIDTH AND LENGTH DI141315(ONS CAN DE 051E44E0 VERTICALLY on H0RI20141ALLY AS SHOWN. PERFORMANCE VALUES OF IMPACT RESISTANT 181NOONS NO SHUTTE S 5E9015E0 0(665 TO SHEETS 5 AND 605 IN51AUA1I0N DETAILS WL1005 DEWS. WIDTH HE4OM CUSS TYPE '2' CO. (4) CUSS YPE '3' CUSS TYPE '0' 10 -I /8' 26 -1/2' 37' 53 -1 /e' 110.0 NIL ( -) Ex1. (+) IN1. ( -) (X1. ( +) 1411. (-) 19 -1/O' 26 -I /2' 37' 53 -1 /8' 26' 157,8 110,0 157.5 110.0 210.0 110.0 '57.5 110,0 157.5 110.0 100,7 110,0 123,0 110.0 187,5 (10.0 100.7 08.4 05.4 110.0 120.0 110.0 120.0 36 -3/8' 110.0 157,6 110.0 157.5 110.0 210,0 140.0 114.5 110.0 157,5 110.0 19 -I/8' 20 -4/2' 37' 63 -1 /8' 19 -1/e' 26 -1/2' 37' 53 -1/6' 60 -5 /0' 73.5 46.6 410.0 73.9 49.0 110.0 108.0 (16.5 106,0 110.0 106.1 177.3 120.0 120.0 157.5 110.0 137.5 86.1 66,1 110.0 120.0 110.0 210.0 410.0 120,0 84.2 54.2 110.0 116.8 110,0 120.0 47.3 47.3 75.1 78.1 68.3 85.3 19 -1 /8' 26 -1/2' 37' 53-4/6' 63' 42.8 42.9 93,1 93.1 110.0 120.0 110.0 157,5 110.0 157.5 110.0 204.6' 74.0 74.0 140.0 120.0 110.0 120.0 30,4 ;110,0 39.4 58.3 58.3 01.3 01,3 74 -1/4' 60.7 420.0 110.0 120,0 110.0 120.0 69.7 110.0 120,0 110,0 120.0 35,9 35,9 82.0 62.9 90.0 90.0 70.0 70,0 I/O' ANN, CLASS .090 INIERLAYER WEER ANN. CLASS 00 -1600 SILICONE 5/10 N05INAL GLASS TYPE '2' 3/16' ANN. CLASS .090 IN ERUYER SAfU2 PVS 3/18 ANN. CLASS CC -1200 SILICOIIC 7/1+ N05112491. G -5 TYPE '3' 3/46' HEAT STREN'0 GLASS .090 IMERUYER SAiU3( FvO 3/16' NEAT SIREN' CLASS I' GE-1206 1 �`� ( SILICONE r J I 7/10" NO 111491. GLASS TYPE '8' EA40 OR. NUTAAYOUN 4AR000 SIRUCryOCS 71A PE 9 I4ss7 OC 4 2001 AF 450500 AS C065(0460 5411(4111E SO EH 6(084099 '(0 0.0008 60 4, / .. ((► h. 6500 011180L DIVISION, 091(0 1 CODE C011PLIANCE 1 ICE ACCEPTA(ICE HO(7i- 0114%01 dr °wIng no w99 -10 I'ERI ORAIANCE VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REQUIRED REFER 10 SHEETS 5 AND 6 FOR INSTALLATION DETAILS 919009 DINS, OIASS TYPE '2A' GLASS TYPE '3A' WIDTH 11EICHT EM. (4) MT. ( -) EXT. (+) INT. ( -) 24' 110.0 157.0 110.0 195.8 30' 110.0 112.6 110.0 156.6 38' 89.0 89.0 110.0 130.5 42' 36' 73,1 73.1 110.0 '.0 48' 63.1 63.1 110.0 12 is 54' 56,1 56,1 110.0 120.0 '. 60' 80,3 50.3 110.0 120.0 24' 1 10.0 137,3 110.0 193.6 30' 93.8 03.6 110.0 156.6 36' 73.1 73,1 110.0 120.0 42' 42' 74.6 74.8 96.9 111.9 48' 86.0 66.0 96.9 111,9 , 54' 59.1 59.1 98.9 111,9 60' 52.5 52.5 90.0 90.0 24' 110,0 120.0 110.0 164.4 .30' 80.5 80.5 110.0 120.0 36' 63,1 63.1 110.0 ' 120.0 42' 48' 66.0 66.0 08.9 111.9 46' 59.0 59.0 84.0 97,9 54' 63.2 53.2 90.0 90.0 60' 48.0 48.0 90.0 90.0 24' 110.0 112.0 110,0 177.6 30' 711 71 2 110.0 120.0 36' 56,1 60,1 1 10,0 120,0 42' 54' 59.1 59.1 06.9 111.9 48' 53,2 53.2 90,0 90.0 54' 46.9 48.9 80.0 80.0 60' 41,3 44.3 80.0 80.0 24' 108.8 108.8 110.0 120.8,,;, 30' 64.5 64.5 110.0 OLD' 36' 50.3 50.3 110.± jS'120.0 42' 60. 52.5 52.5 90.0 48' 48.0 90.0 90.0 54' 44.3 ':-� 80.0 60.0 24' tat) 40. -" 100.4 110.0 120.0 J0' ,,; .1' A 624 110.0 120.0 36' 66' "" 44.7 44.7 90.0 90.0 42' -'�s 47,4. 47.4 90.0 90.0 48' .. 43.9 43.9 90.0 90.0 24' 99.2 99.2 110.0 120,0 30' 57.7 57.7 110.0 120.0 39' 72' 41.4 41.4 90.0 90.0 42' 42.7 42.7 90.0 90.0 48' 38.6 30.6 90.0 90.0 PERFORMANCE VALUES OF ISIPACT RESISTANT WINDOWS N0 SH)11093 REOUIR 0 REFER TO SHEETS S MID 6 FOR INSTALLATION 0EIMLS 9IN009 OHO. MASS TYPE '2A' GLASS TYPE '33' WIDTH ' HEIGHT EXT. (4) INT. ( -) EM, (4) 1115, ( -) 24' 30' 36' 42' 24' 30' 38' 4' 98.6 98.6 55.6 55.6 78' 38.3 38.3 37.9 37.9 92.4 92.4 84' 53.2 53.2 36.0 36.0 84.3 84.3 110,0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 110.0 120.0 90.0 90.0 00.0 90.0 110.0 120.0 96' 50.6 50.6 90.0 90.0 36' "? 34.2 34.2 90.0 90.0 24' -?'- 63.7 63.7 90.0 90.0 108'K 30' .4, 48.5 48.5 90.0 90.0 24' 120' 49.2 90.0 90.0 19 -1 /8' 26 -1/2' 37' 53 -1/8' 26 110. 110.0 110,0 93.2 1/8' TEMP. CUSS I/O' ANN, O1A95 .090 INIE8)AYER SAT1LX P98 I /O' Atilt CUSS 0E -12 5) .'C 170.0 2 132, 93.2 110.0 210.0 110.0 180.7 110.0 160.7 .0 12. 19 -1/8' 28 -1/2' 37' 53 -1/8' 19 -1 /8' 26 -1/2' 37' 53 -I /8' 38 -3/0' 50 -5/8' 110.0 110,0 79.2 53.7 110.0 170.0 123.3 79.2 470.0 7.3 1 120.0 210.0 95.1 8.5 58.5 110.0 109.7 110.0 120.0 51.6 51.6 85.3 85.3 19 -1/ 2' 37' 53 -1/8' 83' 110.0 170.0 110.0 204.6 80.8 80.8 46.2 48.2 110.0 120.0 110.0 120.0 42.9 42.9 81.3 81.3 19 -1/8' 26 -1/2' 37' 110.0 120.0 110.0 120.0 74 -1/4' 75.2 75.2 110.0 120.0 38.8 38.6 90.0 90.0 WDW. WIOM1 w19001Y LENGTH YAOTH AND LENGTH OIME11510N5 CAN BE ORIENTED VERT1CAEEY OR HORIZONTALLY A5 SHOWN A80YE. 3/4" ILATE') C ' . TYPE '2A' I/O' TEMP. GLASS I/O' TEMP. CLASS 090 INTERIAYER Suits PV8 1/8' TEMP. GLASS �.11 3/4" INSULATE:;,, CLASS TYPE '3A' CE -1200 SILICONE SEE SHEETS 5 FOR ANCHORS 08. NUMAYOUN FAR000 STRUCNBES AL. PE 6 16657 10.4211-07 APPROVED AS COMPLYING N11H THE 5001H FLORIDA BUILDINO CODE PAT 1 ) 1 l PROW F CONTROL DIVISION , 9011.0 10 :'E COMPLIANCE OFFICE ACCEPTANCE N0(1.1-011 S(• 01 6 z 03 '4 awing no. W99- 10 (sheet 3Ao1- 6) (9IRUDEO GLAZING DEAD OPTIONAL 1/4' ANN. GLASS 0E-1000 3/16' ANN. CUSS 3/16' ANN. GIASS i 519.16094E GE -1000 SILICONE 1/4" NOMINAL GLASS TYPE '4' 3/4" OVERALL 14151.11.. ANN. ROLL 4091400 01A21210 1E90 3/16' TEMP. CLASS GC -1000 SILICONE 3/10" NOMINAL. ALT. GLASS TYPE''4A' GLASS TYPE '5' 3/16' 1EMP. CLASS 3 /18' 1EMP, CLASS GE -1000 SILICONE 3/4" OVERALL 1NSUL. TEMP. ALT. GLASS TYPE '6A' t., PERFORMANCE VALUES OF NON- IMPACT RESIST ., INDOWB DADE COUNTY APPROVED IMPACT RESISTANT 611 REQUIRED RE ER TO SHUTS 6 ANS 0 FOR INSTAUAIIQ OETMU PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE C0UN1Y APPROVED IMPACT 8 91614447 SHUTTERS REM/ RED 94449 70 SHEETS 0 ANTI 6 FOR INSTALLATION MARS WINDOM DIMS, GLASS TYPE '4' CLASS TYPE '44' GLASS TYPE '6'&'64' WIDTH HEIGHT 11010112 EXT. CO ANT. ( -) EXT. ( +) 110. ( -) EXT. ( +) my. ( -) 24' 30' 36' 42' 48• 54' 60' 01.7 36' 92.8 92.5 92.5 92.5 110.0 195.8 74.0 74.0 74.0 74.0 110.0 150.5 61.7 61.7 61.7 81.7 110,0 130.5 01.7 01.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 130.5 81.7 61.7 61.7 61.7 110.0 130.5 57.7 57.7 81.7 01.7 110.0 130.5 24' 30' 36' 42' 40' 54' 139.0 42' 91.5 91.5 91.5 91.5 110.0 193.0 74.0 74.0 74.0 74.0 110.0 156.6 61.7 81.7 61.7 61.7 110.0 130.5 62.9 52.9 52.9 52.9 96.9 111.9,,}. 11.119 52.9 52.9 52.9 52.9 96.9 52.9 52.9 52.9 52.9 95.9 -" 111.9 24' 30' 36' 42' 48' • 48' 07.1 87.1 87.1 87.1 110 .0 ;:`';~ 184.4 74.0 74.0 74.0 74.0 1.111.0 158.5 61.7 01.7 61.7 61.7 '" ^110.0 130.5 52.0 52.9 52.9 524 }' 96.9 111.9 46.3 40,3 46.3 ='� 44.3 84.8 97.9 24' 30' 36' 42' 57.9 84• 84.0 84.0 . 8624'' °" 84.0 110.0 177.8 72.4 72.4 - ":72.4 72.4 110.0 153.2 61.7 85.7 61.7 61.7 110.0 130.5 52.9 L,- - ?52.9 52.9 52.9 96.9 111.9 3/16' 1EMP. CLASS 3 /18' 1EMP, CLASS GE -1000 SILICONE 3/4" OVERALL 1NSUL. TEMP. ALT. GLASS TYPE '6A' t., PERFORMANCE VALUES OF NON- IMPACT RESIST ., INDOWB DADE COUNTY APPROVED IMPACT RESISTANT 611 REQUIRED RE ER TO SHUTS 6 ANS 0 FOR INSTAUAIIQ OETMU WINDOW DIMS. GLASS TYPE '4' GLASS E '4A' 01d8S TYPE '5'111'0A. %W M HEIGHT EXT. (4) ITT. ( -) EXT.INT. ( -) EX7. ( +) 1142. 24' 30' 30' 60•. 01.7 01.7 41t.7 61.7 110.0 172.9 69.7 69.7 ,i' ° e9.7 69.7 110.0 147.5 57.7 57,a?'' 61.7 61.7 110.0 130.5 24' 30' 00. 79.9 , 78.9 79.9 79.9 110.0 169.0 67.6 ` 67.6 - 67.6 87.0 110.0 143.2 24' 30' 72 79 76.4 78.4 70.4 110.0 166.0 ,T49.4 644 ` J 66.0 66.0 110.0 139.0 24' 76' 77.2 77.2 77.2 77.2 110.0 163.4 24' 047`:.:.` 76.2 76.2 70.2 76.2 110.0 161.3 24' t6• 74.7 74.7 74.7 '14.7 110.0 158.1 19 -1/8'? 20-02" , 3T 53 -1/O' • 20' 110.0 110.1 110.0 110.1` 110.0 210.0 85.4 85.4 65.4 85,4 - 1.10.0 180.7 85.4 85.4 05.4 05.4 110.0 -. 160.7 79.9 79.9 79.9 79.9 110.0 "- ,,169.0 16 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/6' 109.2 109.2 109.2 1094 111).0 210.0 83.5 03.5 83.5 83.5 110.0 177.3'''° 00.0 60.0 00.0 60.0 110.0 127.0 57.9 57.9' 57.9 57,9 107,1 123.7 19 -1/8' 26 -1/2' 37' 50 -5/8' 101.1 101.1 101.1 101.1 110.0 210.0 80.2 80.2 80.2 80.2 • 110.0 169.7 60.0 60.0 00.0 60.0 110.0 127.0 19 -1/8' 28 -1/2' 37' 03' 96.7 96.7 96.7 98.7 110.0 204.0 74,9 74.9 74.9 74.9 110.0 158.6 53.6 53.6 60.0 80.0 110.0 127.0 19 -1/6' 26 -1/2' 74 -1/!' 94.1 94.1 94.1 94.1 110.0 190,2 72.0 72.0 _ 72.0 72.0 110.0 152.5 En9n DR. 1199UYOUN 114000 STRUCTURES 114 Pt mew OCT 4 2001 APPROVED AS COMPLYING N11H 114E SOUTH-FLORIDA BUR II{, ODE OAT BY Ul45E!F.17 - PROD T NIROLOMSION 4 BUIL01 < CODE COMPLIANCE OFFICE ACCEPTANCE N0Q1-enl S(431 TS 1 r�- 0 Y R a 8 co g drawing Tlo. W99 -10:. '644 461 01 3/16' OR 1/4' TAPCDN SEALANT INSTALLATION TYPE '1' INSTALLATION COMDITLONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEEP 6 WOOD BUCK TYPE '1' MAIL816L: PRESSURE TREAIE0 TYPICAL INSTALLATION DETAIL 6 6 i 6 1161 3/16' OR 1/4' 1APCON INSTALLATION TYPE '2' e TAP WOOD BUCK TYPE '2' MAIraI.1, PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' IAPCONS, 1 -3/0' ENDED 1/6' 1APCDNS, 1 -1/2' ENBEA SEALANT v•. ., ' 4 6v•.'• INSTALLATION TYPE '3' 1NSTA1LA11ON 8Y 0614ERS WOOD BUCK TYPE '3' WIMP PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL_ FOUR SIDES /USING WOOD 3/16' TAPCDN', 1 -3/B' ENDED 1/4• TAPCONS, 1 -1/P' ENDED SEALANT • V7. • X51, .:'4 • • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' yaw BUCK TYPE '4' MAIEBIOT PRESSURE MEMO TYPICAL .LYBCALAMALLAUDILDETAII. ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLA2INO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6T0 SHE tiorPg ATTAGULFNT TO ITERQUILAIILLL015 Enpn DR. NUNATDUH 0M006 STRUCTUOtO RA. PE / 16567 • C) 0 8 1 APPROVED AS COMPLYING YAIN THE SOOlHAlall7 Ol u TOE BY OCT q / PPROM t • ROL DIVISION C 4 2001 BURDIN• CODE COMPLIANCE • ICE ACCEPTANCE HOOF CAL %. f1 L. drawing no. W99 -10 ahN-76-15 olG, PERFORIANCE VALUES FOR INSTALLATION OF ANC11020 TYPE 'A' '0' OA '0' RE710 70 SHEET 0 700 DETNL7 WINDOW DIMS. V10TH HEIGHT ANCHOR 'TYPE 'A' ANCHOR TYPE '0' ANCHOR TYPE 'C' 24• 30' 36' 42. 48' 54' 60' 36' 198,0 220.0 220.0 158,4 189.6 220.0 132,0 158.0 194.0 105.6 :26.4 147,2 *32.0 156.0 184,0 113.1 133.4 157,7 99.0 118.5 138,0 e4• 30' 36' 42• 48' 54 • 60' 42• 158.4 189.6 220.0 126.7 151.7 176.6 105.6 126.4 147.2 90.5 100.3 126.e 113.1 135.4 157.7 97.0 116.1 138.2 84.9 101,6 118.3 24' 30' 36' 42' 48' 54' 60' 48• 190.0 220.0 220.0 150.4 189.6 220.0 132.0 158.0 184.0 113.1 135.4 157.7 99,0 118.5 130.0 84.9 101.6 118.3 74.3 08.9 103,5 24' 30' 36' 42' 48' 54' 60' 54' 169.7 203.1 220.0 135.0 262.5 109.3 113.1 135.4 157.7 97.0 116.1 135.2 84.9 101.6 118.3 75.4 90.3 105.1 66.0 79.0 92.0 24' 30' 36' 42' 40' 54' 60' 60' 140.5 177.0 207.0 178.8 142.2 165.6 99.0 118.5 138.0 84.9 101.6 118.3 74.3 88,9 103.5 66.0 79.0 92.0 59.4 71.1 02.8 54. 30' 36' 42' 48' 54. 60' 66' 176.0 220.7 210.0 140.8 168.5 196.3 117.3 140.4 163.6 100.6 220.4 140.2 80.0 78.2 70.4 105.3 93.6 84.3 122.7 109.0 98.1 24* 30' 36' 42' 48' 54' 60' 72' 150.4 189.6 220.0 126,7 151.7 176.6 105.6 126.4 147.2 90,5 108.3 126.8 79.2 94.8 110.4 70.4 84.3 98.1 63.4 75.0 80.3 PERFORMANCE VALUES ANCHORS AMA TO WINDOW DIMS. FOR TYPE 'A' '8' SHEET 6 70R ANCHOR TYPE 'A' INSTALLATION 02 'C' DE7ASA ANCHOR TYPE '0• or ANCHOR TYPE 'C' WIDTH HEIOHT 24' TYPE 'A' 144.0 172,4 200.7 30' ' 115.2 137.9 160.6 36' 214,0 96.0 114.9 133.8 42' 175,5 82.3 98.5 114.7 48' 160.0 72.0 86.2 100.4 54' 78 64.0 76.6 09.2 60' 163.2 57.6 68.9 80.3 66' 116.9 52,4 62,7 73.0 72• 108.4 40.0 57.5 66.9 78' 220.0 44.3 53.0 61.1 1 24' 167,1 165.0 197.5 220.0 30' 119.7 132.0 158.0 184.0 36' 02.2 110.0 131.7 153.3 42' 175.4 94.3 112.9 131.4 48' 04' 02.2 90.8 115.0 54'. 90.7 73.3 07.8 102.2 60' 63.1 66.0 79.0 92.0 66' 191.6 60,0 71.0 83.6 72• 138.3 55.0 65.9 76.7 24' 99,0 141,4 169.3 197.1 30' 69.0 113.1 135,4 157.7 36' 94.3 112.9 131.4 42' 00.0 96,7 112.7 48' 96' . 70.7 84.6 98.6 54' 62.9 75.2 87.6 60' 56.6 67.7 78.9 66' 51.4 61.6 71,7 72' 473 56.4 65.7 24' 140.5 177.8 007.0 30' 118.8 142.2 165.6 36' 99.0 118.5 - 138.0 42' 108' 84.9 101.6 110.3 40' 74,3 88.9 103.5 54' 66.0 79.0 92.0 60' 59.4 71.1 02.8 24' 154.0 101.3 214.7 30' 123.2 147.5 171.7 36' 120' 102.7 122.9 143.1 42' .88.0 105.3 122.7 40' 77.0 92.2 1 107.3 1 54' 68.4 81,9 95.4 24' 150.4 189.6 220.0 30' 126.7 151.7 176.6 36' 132' 105.6 126.4 147.2 42' 90.5 100.3 126.2 48' 79.0 94.8 110.4 24' 144.0 172.4 200.7 30' 115.2 137.9 160,6 36' 144' 96.0 114.9 133.8 42' 02.3 90.5 114.7 48' 72.0 06.2 100.4 24' 240.5 *77,0 207,0 30' 118.8 242.2 165.6 36' 136• 99.0 110,5 138.0 42' 04.9 101.6 118.3 PERFORMANCE VALVES FOR INSTALLATION OF ANCHORS TYPE 'A' '8' OR 'C' RETtR TO SHEET 6 700 OETAIL3 W1NDOW D11.15. ANCHOR ANCHOR ANCHOR WIDTH HEIGHT TYPE 'A' TYPE '0' TYPE 'C' 19 -1 /8' 220.0 220,0 220.0 86 -I/2• 214,0 220.0 220.0 37• E6 175,5 010.0 220.0 53 -1/8' 160.0 191,5 220.0 19 -1 /8' 220.0 220,0 220.0 26 -1 /2' 163.2 195.3 220,0 37' 38 -3/8' 116.9 139.9 162,9 53 -1/8' 108.4 129,8 151.1 19 -1 /8' -a 220.0 ee0,0 220.0 26 -I/2' 167,1 200.1 220.0 37• 50 -5/0' 119.7 143.3 166.9 53 -1/8' 02.2 90.4 114.5 19 -1/8' 175.4 209.9 220,0 26 -1/2' 126.6 151.5 176.4 37' 63• 90.7 100.5 126.4 53 -1/8' 63.1 75.6 88.0 19 -1/8• 191.6 220.0 ' 220.0 1 26 -1/2' 74 138.3 163.5 198.7 37' -1/4• 99,0 110.2 130.0 53 -1 /8' 69.0 02.6 96. WINDOW L MOTH NOM W1001 ANO LEN01H 014ENSIONS CAN RE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ANCHORS! A a 3/16' TAPCONS INTO 28Y BUCKS OR WOOD STRUCTURES 2 -3/e' 14114. EMBEDMENT THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. MASONRY EMBED 1/4' TAPCOH, INTO 2BY BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. W000 2142E014E107 .2 /4' TAPCONS THRU W000 BUCKS INTO MASONRY 1 -1/4' MIN. MASONRY EMBE0 110 SAES INTO APPROVED MULUONS 0 1TAPCONS AS MANUFACTURED BY ELCO.I En1n DR. IIUIUTOVR 60*000 STRUCEVRES ETA PC / 11007 OCT 4 2001 k4-1 8 '.0 APPROVED AS COMPLYING YAM FNE SOUTH FEORIDA 01111060 002 OAF BY PR02 F 1 TIROL ONISION 0111(0100 CODE COMPUANCE OFFICE ACCEPIANCE N0.('II' °ROT '0I 8 z z drawing no. W99 -10 311601 § OT Ail A M I•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 Your application for Notice of Acceptance (NOA) of: Series 238 Aluminum Casement Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails 'to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by .BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONrR1CrOR LICENSING SECrION (305) 375 -2527 FAX (305) 375 -2558 CONTR1CrOR ENFORCEJIENr DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCr CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1002.03 EXPIRES: 10/31/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/21/2001 \ 1x0450001 Ipc20001 \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com •Stir Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline.com Construction Glass Ind. Corp. ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises & renews Notice of Acceptance (NOA) No. 99- 0329.01, which was issued on November 18, 1999. It approves an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "238" Aluminum Casement Window — Non- Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 -100, Sheets 1 through 6 of 6, titled "Series - 238 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 12/04/98 and revised on 9/27/01, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this-system / Raul Rodriguez, Ghief Product Control Division Construction Glass Ind. Corp. ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the followingo statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture oldie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ENI) OF TIHIS ACCEPTANCE 3 Raul Rodriguez, Chief Product Control Division OW SE O E. I2 F c o i 41 ? SNUBBER AT IMPACT VINDOVS ONLY D.L. OPG VENT VIDTH WINDOW VIDTH EXTERIOR VINDOV HEIGHT LJ 0 4- FOR GLASS TYPES, REFER TO SHEETS 3, 3A AND- 4. a 7 INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STEP 2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROIA APPROPRIATE CHARTS. A) SHEET 3 & 3A FOR IMPACT RESISTANT. B) SHEET 4 FOR NON- IMPACT RESISTANT. STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. D.L. 000. WINDOW WIDTH VENT WIDTH MY- 2' D.L. OPG. WW -7 17' MAX. 6' MAX. TYP. AT HEAD /SILL CORNERS VENT VIDTH VINDOV VIDTH 24' MAX. TYP. AT SHORTER SIDES TYPICAL ELEVATION SURFACE APPLIED FALSE MUNTINS OPTIONAL FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Env.. DR. HUMAYOUN 188000 STRUCTURES FLA. PE 0 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY DATE orombt r 22 119 ODUCT CONTROL DIVISION'''. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE HO, O1- 1002.07 0 n 0 v 0 0 3 1 .8 drawing no. W98 -100 (sheet 1 of 6 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH CE SILPRUF OR EOUIV. FRAME CORNER 2.625 2.625 65 2 5/8' CORNER KEY CORNER KEY 060 THICK 5T. STEEL .062 THICK ALUMINUM 1.000 2.075 --1 1.307 .768 .080 TYP. FRAME 2.215 1.875 1.757 .090 TYP. .720 1.4 - --1222 --I VENT 5/16" LAM. CLASS) .383 .754 r .617 L GLAZING STOP 830 ITEM' PART / QUANTITY DESCRIPTION MATERIAL MA \F. /SUPPLIER /REMARKS 1 CGI -373 4 FRAME 6063 -T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAN. GLASS) 6063 -T6 INDALEX OR EOUIV. 2A CGI-374 4 VENT (3/16' 6 1/4' GLASS/ 6063 -T6 INDALEX OR EOUIV. 28 - 4 VENT (3/4' INSUL. GLASS) 6063 -T6 INDALEX OR EOOIV. 2C C01 -385 4 VENT (7/16' LAN. GLASS) 6063 -T6 INDALEX OR EQUIV. 3. CG1 -375 4 GLAZNG BEAD 6063 -T5 INDALEX OR EOUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REOD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 0190 AS REOD. VENT VEATHERSTRIPPING - SCHLEGEL 0 -LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED V/ (6) 48 X 3/8' SS SMS 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2) 08 X 3/8' SHS 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED V/ (2) N10 X 3/8' SS SMS ■I0A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED V/ (2> 410 X 3/8' SS SMS 11 23- 20-00 -101 I OPERATOR HANDLE STEEL TRUTH. ATTACHED V/ (2) 08 X 3/8' SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED V/ (2) 88 X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 010 X ( -1/4' SS SMS ■ FOR NON- IMPACT VONDOVS WITH 3/16' ANN, GLASS ONLY 1.875 1757 .090 TYP. Th0 0 I z U Z3 O_ 8 1 ry a8 O a a� otn UF. Z CD Z 5 a 0 a. r. C~ V)°30 7 ) I1720 - 1.438 1.072-1 VENT (3/16" & 1/4" GLASS) 1.875 1.757 090 TYP. .720 { - 1.438 1.624 --I VENT (3/4" INSUL. GLASS) 1.875 1.757 090 TYP. '1 .720 1.347 VENT (7/16" LAM. GLASS) 1.438 Engc DR. HUMAYOUN FAA000 STRUCTURES FLl PE j (6557 SEPQ APPROVED AS COMPLYING WIFH THE SOUTH FLORIDA 801101W6 CODE DATE 4 , ., ' r 1.2 200 BY ri141'4' 19 ODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 0/ -(002. 0-3 V FAX. (305) 593 -6592 C O v °Or4 o$ s drawing no. W98 -100 (sheet 2 of 6 /8' ANN. GLASS \• .090 INTERLAYER SAFLEX PV8 ANN. GLASS GE -1200 SILICONE 5/16" NOMINAL GLASS TYPE '2' 3/16' ANN. cuss .090 INTERLAYER SAFLEX PVB 3/16" ANN. GLASS [ 3/16" STREN'0 GLASS 3/16" HEAT STREN'O CLASS .090 INTERLAYER \SAFLEX PVB 3/16' GE -1202 SILICONE 16" NOMINAL GLASS TYPE '3' ZIm =1N ' J I U II 0J 7/16" NOMINAL GLASS TYPE '6' GE -1200 SILICONE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAJLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO 5HEETS 5 AN0 6 FOR INSTALLATION DETAILS 9114206 DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 11NT. ( -) WIDTH HEIGHT EXT. (+) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 167.0 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 36" 60" 98.8 98.8 110.0 167.0 110.0 192.6 110.0 145.5 110.0 167.0 110.0 210.0 85.8 85.8 110.0 120.0 110.0 120.0 110.0 113.9 110.0 167.0 110.0 210.0 66.9 66.9 110.0 120.0 110.0 120.0 104.3 104.3 110.0 167.0 110.0 210.0 59.8 59.8 110.0 120.0 110.0 120.0 95.8 95.8 110.0 167.0 110.0 210.0 54.0 54.0 110.0 120.0 110.0 120.0 82.5 82.5 110.0 167.0 110.0 210.0 46.6 46.6 102.7 102,7 110.0 120.0 72.2 72.2 110.0 120.0 110.0 12070 20' 24" 28" 30" 32" 66" 86.7 86.7 110.0 167.0 110,0 169.0 67.7 67.7 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110,0 154.4 110.0 167.0 110,0 210.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 127.2 110.0 167.0 110.0 210.0 57.8 57.8 110.0 118.2 110.0 118,2 95.8 95.8 110.0 167.0 110.0 210.0 49.6 49.6 110.0 112.2 110.0 112.2 86.7 86.7 110.0 167.0 110.0 210.0 20' 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 56.1 56.1 109.3 109.3 109.3 109.3 67.7 67.7 110.0 120.0 110.0 120.0 48.9 48.9 95.3 95.3 95.3 95.3 60.2 60.2 110.0 120.0 110.0 120.0 46.0 46.0 89.8 89.8 89.8 89.8 57.2 57.2 110.0 120.0 110.0 120.0 43.6 43.6 85.0 85.0 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 130.0 110,0 167.0 110.0 210.0 20" 24' 28' 78" 52.0 52,0 101.3 101.3 101,3 101.3 110,0 111.2 110.0 167.0 110,0 210.0 43.8 43.8 85.4 85.4 85.4 85.4 82.9 82.9 110.0 120.0 110.0 120.0 38.1 38.1 74.3 74.3 74.3 74.3 74.5 74.5 110.0 120.0 110.0 120.0 20" 24" 84, 41.5 41.5 80.8 80.8 80.8 80.8 67.8 67.8 110.0 120.0 110.0 120.0 34.9 34.9 68.0 68.0 68.0 68.0 58.5 58.5 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2' 37" 26" 110.0 167.0 110.0 167.0 110.0 210.0 52.9 52.9 110.0 113.4 110.0 120.0 110.0 167.0 110.0 167.0 110.0 210.0 50.5 50.5 106.4 106.4 110.0 120.0 110.0 123.0 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 112.3 110.0 167.0 110.0 210.0 19 -1/8" 26 -1/2' ,i7" 38 -3/8" 110.0 167.0 110.0 167.0 110,0 210.0 98.0 98.0 110,0 167.0 110.0 191.1 110.0 114.2 110.0 167.0 110.0 210.0 73.9 73.9 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 66.0 66.0 110,0 120.0 110,0 120.0 19 -1/8' 26 -1/2" 37" 50 -5/8" 110.0 125.8 100.0 167.0 110.0 210.0 59.5 59.5 110.0 120.0 110.0 120.0 88.1 88.1 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 54.2 54.2 110.0 117.7 110.0 120.0 47.3 47.3 98.6 98.6 110.0 120.0 19 -1/8" 26 -1/2' 37" 63" 96.7 96.7 110.0 167.0 110.0 188.5 45.2 45.2 92.6 92.6 110.0 120.0 74.8 74.8 110.0 120.0 110.0 120.0 42.8 42.8 93.1 93.1 110.0 117.0 19 -1/8' 26 -1/2' 74 -1/4" 63.0 63.0 .110.0 120.0 110.0 120.0 46.6 46.6 90.9 90.9 90.9 90.9 Engo OR. HU11AY0UN FAR000 STRUCTURES FLA. PE 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATEf 72 Loo BY PROD _ ONTROL DIYIS101( BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, 01- 1001 .03 FAX. (305) 593 -6592 0, 111 8 drawing no. W98 -100 sheet 3 of 6 1/8" TEMP. GLASS 1/8" ANN. CLASS .090 INTERLAYER SAFLEX PVB 1/8' ANN. GLASS E-1200 LICONE 3/4" INSULATED GLASS TYPE '25' 1/8' TEMP. GLASS 1/8" TEMP. CLASS .090 INTERLAYER SAFLEX PV8 1/8' TEMP. CLASS 11Y 3/4" INSULATED GLASS TYPE '35' GE -1200 SILICONE PERFORMANCE VALUES OF IMPACT ISTANT WINDOWS NO SHUTTERS REQUIRED" +. REFER TO SHEETS 5 AND 6 FOR INSTALIAT1O ': AILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 ANO 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '25' GLASS 13A' WINDOW DIMS. GLASS TYPE '25' GLASS TYPE '35' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) TNT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36' 110.0 190.0 110.0 210.0 ", 20" 44" 28 'T'.� 30" 32 " 36" -. 98.8 98.8 110.0 192.6 110.0 161.9 110.0 210.0 85.8 85.8 110.0 120.0 110.0 129.8 110.0 210.0 76.3 76.3 110.0 120.0 110.0 118.9 110.0 210.0 68.1 68.1 110.0 120.0, 109.2 109.2 110.0 210.0 61.6 61.6 110.0 12 94.0 94.0 110.0 210.0 53.2 53.2 110.0 110.1' '0`20.0 169.0 82.3 82.3 110.0 120.b 20" 24' 28" 30" 32 ". 66" 86-.7,k.„ 86.7 77.2 77.2 110.0 120.0 73.4 73.4 1 :0 120.0 20" 24" 28" 30" 32' 36" 40" 42" 42" 110.0 154.4 110.0 210.0 64.2 84.2,_ 110.0 120.0 110.0 137.2 110.0 210.0 60.6 60 , ..,,1�10.0 118.2 109.3 109.3 110.0 210.0 56.6 ,r4 \0,0 112.2 98.8 98.8 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 '''' 66.4 110.0, , 120.0 90,5 90.5 110.0 120.0 56.1 109.3 t0,9.3 77.2 77.2 110.0 120.0 48.9 48.9 95.3 95.3.,, 68.7 68.7 110.0 120.0 46.0 46.0 89.8 89.8 65.2 65.2 110.0 120.0 43.6 43.6 85.0 85.0 20" 24" 28" 30" 32' 36" 40' 42" 48" 110.0 130.0 110.0 210.0 20 "Fa,- /'' 28 ", 78" 52.0 52.0 101.3 101.3 110.0 114.3 110.0 210.0 43.8 43.8 85.4 85.4 94.5 94.5 110.0 120.0 38.1 38.1 74.3 74.3 85.0 85.0 110.0 120. 20" 24" 84" 41.5 41.5 80.8 80.8 77.3 77.3 110.0 .0 34.9 34.9 68.0 68.0 66.7 66.7 110.0 120.0 19 -1/8" 26 -1/2" 37" 26" 110,0 190.0 110.0 210.0 60.4 60.4 10 120.0 110.0 190.0 110.0 210.0 57.5 57.5 _.110.0 120.0 110.0 140.2 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 4,j gx. 4i:" 110.0 11 " 110.0 210.0 19 -1/8' 26 -11/2" �i7" 38 -3/8" 110.0 179.3 110.0 210.0 98.0 ,t' 8.0 110.0 191.1 110.0 130.2 110.0 210.0 84 84.2 110.0 120.0 83.7 83.7 110.0 120.0 5.2 75.2 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 110.0 210.0 67.9 67.9 110.0 120.0 99,7 99.7 110.0 120.0 59.3 59.3 110.0 120.0 61.8 61.8 110.0 120.0 54.0 54.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 63" 96.7 96.7 110.0 158.5 51.6 51.6 110.0 120.0 74.9 74.9 110.0 120.0 48.8 48.8 110.0 117.0 19 -1/8" 26 -1/2' 74 -1/4" 63.0 63.0 '110.0 120.0 46.6 46.6 90.9 90.9 Engr: DR. HUVAYOUN FAR000 STRUCTURES FIA. PE 1 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATT 1 cr Z 2 240119 BY it(l/ PRO�CT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE BO. 01- I_ol . p q z ° zw 0 f. N O 0 '3 O 0 'n U ° - o z O" < a 0 0. N . 0 (>ti v o L W v I Z J COMP- ANL \W98- 100CCC SERIES -238 ALUMINUM CASEMENT WINDOW 0 0 U d v1 w U) 0 )0 o Z o CJ m Z Oro O N J 14 FAX. (305) 593 -6592 0 6 v 5 a 0 0 o8 2 3 0 k drawing no. W98 -100 (sheet 3A of 6) EXTRUDED GL A9D1G BEAD OPTIONAL -3/16' ANN. GLASS 1/4" ANN. GLASS \ 3/16' ANN. CLASS GE-I000 i m SILICONE GE -1000 SILICONE 1/4" NOMINAL GLASS TYPE '4' 3 /LIE OVERALL INSUL. ANN. Al Q,k1.S5 'TYPE '4A' --ROLL FCRHED GLAZING BEAD \3/16" TEMP. GLASS 3/16' TEMP. GLASS CI I' / GE -1000 GE 1000 SILICONE SILICONE 3/16" NOMINAL 3/4" OVERALL INSUL. TEMP. CLASS TYPE '5' ALT. GLASS TYPE '5A' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS'''. _." PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS GAGE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS ,> ' GLAS6AE '5' A. '53' WINDOW DIMS. GLASS TYPE '4' CLASS TYPE '4A' GLASS TYPE :.'5' & '5A' WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 11MT: G -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) ( +) 1NT. ( -) 20' 24' 28" 30' 32" 36" 40' 42" 36' 110,0 167.0 110.0 190.0 110.0 210.0 20' "24' 28" 30" 32" 36' 60" -- 98.8 98.8 '98.8 98.8, 110.0 192.6 110.0 161.9 110.0 161.9 110.0 210.0 85.8 85.8 85.8 110.0 167.2 110.0 138.8 110.0 138.8 110.0 210.0 76.7 76.7 76.7 ° 76.7 110.0 149.6 110.0 127.6 110.0 129.5 110.0 210.0 73.0 23.0 73.2,• -r 73.2 110.0 142.7 110.0 117.4 110.0 121.4 110.0 210.0 . 66.2 66.2 7 0' :2 70.2 110.0 136.8 100.6 100.6 110.0 107.9 110.0 210.0 `57.7. 373 '` "65.3 64.8 110.0 126.3 88.6 88.6 110.0 97.1 110.0 189.4 20" 24' 28" 30' 32' 20' 24" 28' 30' 3 .r r" = 24' 28' 66" € °72' 78" 86.7 ;6.7'x 86.7 86.7 110.0 169.0 83.9 83.9 110.0 92.5 110.0 180.4 73.4 ,,75".4' , 73.4 73.4 110.0 143.2 20" 24' 28" 30" 32" 36" 40" 42" a2„ 110.0 154.4 110.0 154.4 110.0 210.0 64.2 `' 64.2 , 64.2 64.2 110.0 125.2 110.0 137.2 110.0 137.2 110.0 210.0 608' F0.6 63..6 „, 60.6 110.0 118.2 110.0 117.0 110.0 118.9 110.0 210.0 57.5 R` 66.4 57.5 66.4 57.5 'c 66.4 "57.5 66.4 110.0 110.0 112.2 129.4 105.8 105.8 110.0 111.0 110.0 210.0 96.5 96.5 110.0 104.1 110.0 202.9 56.1 56.1 56.1 561 '-"'1,09.3 109.3 83.9 83.9 110.0 92.5 110.0 180.4 48.9 48.9 48.9 48.9 95:3,;., 95.3 75.5 75.5 109.4 83.3 110.0 162.3 46.0 46.0 46.0 46.0 89.8 89.8 72.1 72.1 106.0 79.3 110.0 154.6 43.6 52.0 43.6 52.0 43.6 52.0 43.6 52.0 85.0 101.3 85.0 101.3 20' 24" 28" 30" 32" 36" 40" 42' 48„ 110.0 130.0 110.0 130.0 110.0 210.0 110.0 114.3 110.0 114.3 110.0 210.0 3 43.8 43.8 43.8 43,8 85.4 85.4 100.2 100.2 103.8 103.8 110.0 20 38.1 38.1 38.1 38.1 74.3 74.3 90.7 90.7 99.8 97.1 110.0 48 20' 24" 94° 41.5 41.5 41.5 41.5 80.8 80.8 83.3 83.3 96.5 91.1 110.13. /, 177.6 34.9 .34 .9 34.9 34.9 68.0 68.0 73.4 73.4 91.5 80.9 0 157.8 19 -1/8' 26 -1/2" 37' 26" 110.0 167.0 110.0 210.0 110.0 210.0 66.6 66.6 88.2 72.8 - ",r."110.0 142.0 110.0 167.0 110.0 203.0 110.0 210.0 63.8 63.8 87.1 .'-;4' 110.0 135.3 110.0 145.4 110.0 145.4 110.0 210.0 20" 24' 28' 30" 32' 36' 40" 42" 54„ 110.0 112.3 110.0 - : > -` '1'12.3 110.0 210.0 19 -1/8' 26 -1/2' k" 38 -3/8' 110.0 1E7.0 110,0 179.3 110.0 210.0 98.0 98.0 98 �.; "` 98.0 110.0 191.1 110.0 137.5 110.0 137.5 110.0 210.0 88.2 88.2 -:10.2 88.2 110.0 172.0 89.9 89.9 110.0 98.5 110.0 192.1 80.2 80.2 , '' 84.4 84.4 110.0 164.7 19 -1/8" 26 -1/2" 37' 50 -5/8" 110.0 125.8 110.0 125.8 110.0 210.0 73.8 81.2 80.9 110.0 157.8 99.7 99.7 99.7 99.7 110.0 194.5 64.6 ':4.6 76.2 71.9 110.0 140.3 67.8 67.8 83.1 74.7 110.0 145.6 59 ' 59.5 72.6 64.8 110.0 126.3 19 -1/8" 26 -1/2" 37" 63' 96.7 96.7 96.7 96.7 110.0 >88.5 , :- "'7.3 57.3 71.3 61.7 110.0 120.3 74.9 74.9 74.9 74.9 110.0 146.1 53.6 53.6 60.0 60.0 110.0 117.0 19 -1/8" 26 -1/2" 74 -1/4" 63.0 63.0 . 63.0 63.0 110.0 122.9 46.6 46.6 46.6 46.6 90.9 90.9 Eng, CR. 440(Y00N F4.000 SCR.JOURIZ FL/ PE J 16557 1.9 -17-- ul APPROVED AS COMPLYING LWITTE THE SOUTH FLORIDA BUILDING CODES ;, DATE AuVIrnl,6, 72 , 2iA) 1�19-- RRODU CONTROL OIVI 5108 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, 0l -1061. 53 0 ' U 0 3' 0 0 SERIES -238 ALUMINUM CASEMENT WINDOW 3 0 drawing no. W98 -100 (sheet 4 of 6 3/16' DR 1/4' TAPCON SEALANT INSTALLATION TYPE '1' INS_T_gL,LATIQN CONDITIONS (AP,PLIES TO ALJ. FOTJR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 n 1 3/8' 2 1/8' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ 3/16' OR 1/4' TAPCON SEALANT INSTALLATION TYPF '2_ 2 1/8' WOOD BUCK TYPE '2' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCONS 1 -I/2' MIN. WOOD PENETRATION SEALANT d 1 3/8' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCONS 1 -1/2' MIN. WOOD PENETRATION SEALANT BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1 /8' MIN. W000 BUCK TYPE '4' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD W000 BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r to SMS .mn nao ATTACHMENT TO APPROVED MULLIONS Engr. DR. MUMAYOUN FAR000 STRUCTURES FU. PE (f 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE NwLM6t/ 22, 2401 9 PRODUCT CONTROL 0121516 BUILDING CODE COMPLIANCE CIRCE ACCEPTANCE 90, 01- /2OL. 0i* Z Z W 't O 0 N O ' a a O UW p of 3 1n p6 ¢ 1 ar °'0 a vim) " W 3 4- FAfs,wN .n SERIES -238 ALUMINUM CASEMENT WINDOW COMP -ANL \W FAX. (305) 593 -6592 drawing no. W98 -100 sheet 5 of 6 J PERFORMANCE VALUES FOP. INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR '8' ANCHOR 'C' WIDTH HEIGHT 20" V /10TH 210.0 210.0 210.0 24" 20" 198.0 210.0 210.0 28" I 169.7 203.1 210.0 30" 28" 158.4 189.6 210.0 32" 36„ 148.5 177.8 207.0 36" 32" 132.0 158.0 184.0 40" 36" 113.1 135,4 157.7 42" 20" 105.6 126.4 147.2 20" 24" 190.1 210.0 210.0 24" 28" 158.4 189.6 210.0 28" 30" 135.8 162.5 189.3 30" 32" 126.7 151.7 176.6 ._ 32" 42„ 118.8 142.2 165.6 36" 24" 105.6 126.4 147.2 40" 28" 95.0 113.8 132.5 42" 30" 90.5 108.3 126.2 20" 32" 210.0 210.0 210.0 24" 20" 198.0 210.0 210.0 28" 24" 169.7 203.1 210.0 30" 28" 158.4 189.6 210.0 32" 48" 148.5 177.8 207.0 36" 24" 132.0 158.0 184.0 40" 19 -1/8" 118.8 142.2 165.6 42" 26 -1/2" 113.1 135.4 157.7 20" 37" 203.7 210.0 210.0 24" 19 -1/8" 169.7 203.1 210.0 28" 26 -1/2" 145.5 174.1 202.8 30" 37" 135.8 162.5 189.3 32" 54„ 127.3 152.4 177.4 36" 26-1/2" 113.1 135.4 157.7 40" 37" 101.8 121.9 141.9 42" 19 -1/8" 97.0 116.1 135.2 PEP.FOP.MANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' IT OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR IT ANCHOR 'C' V /10TH HEIGHT 20" 178.2 210.0 210.0 24" 148.5 177.8 207.0 28" 127.3 152.4 177.4 30" 60" 118.8 142.2 165.6 32" 111.4 133.3 155.3 36" 99.0 118.5 138.0 20" 210.0 210.0 210.0 24" 176.0 210.0 210.0 28" 66" 150.9 180.6 210.0 30" 140.8 168.5 196.3 32" 132.0 158.0 184.0 . 20" 190.1 210.0 210.0 24" 158.4 189.6 210.0 28" 72" 135.8 162.5 1 89.3 30" 126.7 151.7 176.6 32" 118.8 142.2 165.6 20" - 172.8 206.8 210.0 24" 78" 144.0 172.4 200.7 28" 123.4 147.4 172.1 20" 84„ 198.0 210.0 210.0 24" 165.0 197,5 210.0 19 -1/8" 210.0 210.0 210.0 26 -1/2" 26" 210.0 210.0 210.0 37" 175.5 210.0 210.0 19 -1/8" 210.0 210.0 210.0 26 -1/2" 38 -3/8" 163.2 195.3 210.0 37" 116.9 139.9 164.7 19 -1/8" 210.0 210.0 210.0 26-1/2" 50 -5/8" 167.1 200.1 210.0 37" 119.7 143.3 168.7 19 -1/8" 175.4 209.9 210.0 26-1/2" 63" 126.6 151.5 178.4 37" 90.7 108.5 127.7 19 -1/8" 74-1/4 " 191.6 210.0 210.0 26 -1/2" 138.3 165.5 194.8 Env: DR. HUMAYOUN FAA000 STRUCTURES FLA. PE % 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE Syt.itcr jL 2UO119 BY 4 P ODUCT CONTROL 018101310 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. o/- /092 . U7 U' 0 0 0 u ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING. TYPE 'A'= 3/16" TAPCONS THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" 111N. MASONRY EMBED 3/16" SELF DRILLING (TENS) 50REw_5 INTO METAL STRUCTURES TYPE 'H'= 1/4" TAPCONS INTO 28Y BUCKS OR WOOD STRUCTURES 1 -1/2" 0111. WOOD EMBEDMENT TYPE 'C'= 1/4" TAPCONS THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED /10 SM_5 INTO DADE COUNTY APPROVED MULLIONS #14 SMS INTO METAL STRUCTURES TAPCONS AS MANUFACTURED BY ELCO. 0 0 `0 v 8 0 0 drawing no. W98 -100 sheet 6 of 6 Miami Shores Charter School Location Building owner Program user Company Comments Miami Shores Florida Sergio Serrano Spillis Candela DMJM By Spillis Candela DMJM Dataset name D:1CDSITRACE7001Projects%Miami Shores Charter Schoolli Calculation time 06:44 PM on 07/28/2004 TRACE® 700 version 4.1 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 in. Hg Air density Air specific heat Density- specific heat product Latent heat factor Enthalpy factor 0.0760 0.2444 1.1151 4,908.6 4.5619 lb/cu ft to /lb• °F to /h•cfm• °F tu•min /h -cu ft lb- min /hr•cu ft Summer design dry bulb 91 °F Summer design wet bulb 80 °F Winter design dry bulb 46 °F Summer clearness number 0.95 Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Design simulation period Cooling load methodology Heating Toad methodology January - December TETD -TA1 UATD TRACEmo comprehensive building analysis software from Tram SYSTEM SUMMARY DESIGN AIRFLOW QUANTITIES By Spillis Candela DMJM MAIN SYSTEM Auxiliary System Room Outside Cooling Heating Retum Exhaust Supply Exhaust Airflow Airflow Airflow Airflow Airflow Airflow Airflow System Description System Type cfm cfm cfm cfm cfm cfm cfm AHU 1 -1 Variable Volume Reheat (30% Min Flow 4,880 11,785 3,811 11,985 5,080 0 0 Default) FCU -1 Stair 1 Bldg -1 Packaged Terminal Air Conditioner 0 399 399 399 0 0 0 AHU 1 -2 Variable Volume Reheat (30% Min Flow 5,490 11,890 3,881 11,890 5,490 0 0 Default) AHU 2 -1 Variable Volume Reheat (30% Min Flow 1,920 4,099 1,318 4,099 1,920 0 0 Default) AHU 3 -1 Variable Volume Reheat (30% Min Flow 3,100 9,218 2,806 9,718 3,600 0 0 Default) Totals 15,390 37,390 12,216 38,090 16,090 0 0 Note: Airflows on this report are not additive because they are each taken at the time of their respective peaks. To view the balanced system design airflows, see the appropriate Checksums report (Airflows section). Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative -1 Design Airflow Quantities report page 1 System Description System Type SYSTEM SUMMARY DESIGN CAPACITY QUANTITIES By Spillis Candela DMJM COOLING Main Auxiliary Optional System System Vent Cooling Capacity Capacity Capacity Totals ton ton ton ton HEATING Main Auxiliary Optional System System Preheat Reheat Humidification Vent Heating Capacity Capacity Capacity Capacity Capacity Capacity Totals Btu /h Btu /h Btu /h Btu/h Btu /h Btu /h Btu /h AHU 1 -1 FCU -1 Stair 1 Bldg -1 AHU 1 -2 AHU 2 -1 AHU 3 -1 Variable Volume Reheat (30% h Packaged Terminal Air Conditioi Variable Volume Reheat (30% h Variable Volume Reheat (30% h Variable Volume Reheat (30% A 55 1 59 20 41 0 0 0 0 0 0 0 0 0 0 55 1 59 20 41 - 95,350 -7,905 - 101,534 - 37,387 - 75,435 0 - 43,534 0 0 0 - 48,976 0 - 17,128 0 - 27,655 - 59,502 0 - 60,594 - 20,577 - 43,802 0 0 0 0 0 0 - 138,884 0 -7,905 0 - 150,509 0 - 54,515 0 - 103,090 Totals 175 0 * The building peaked at hour 15 month 8 with a capacity of 175 tons. 0 175 - 317,611 0 - 137,293 - 184,473 0 0 - 454,903 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative - 1 Design Capacity Quantities report page 1 Description Type ENGINEERING CHECKS By Spillis Candela DMJM COOLING % OA cfm /ft2 cfm /ton ft2 /ton Btu /hr•ft2 HEATING % OA cfm /ft2 Btu /heft2 Floor Area ft2 2- Mech Room Zone 0.00 0.39 439.4 1,113.3 10.78 0.00 0.12 -3.91 576 3- Physics Lab Zone 49.25 0.99 212.6 215.7 55.63 100.00 0.30 -10.84 1,236 4- Science Classroom Zone 39.73 1.27 240.6 189.7 63.26 100.00 0.38 -12.88 893 5- FL Classroom Zone 41.06 1.46 236.6 161.9 74.10 100.00 0.44 -14.92 750 10- Classroom Zone 56.29 0.99 174.6 175.8 68.25 100.00 0.30 -12.22 805 11- Classroom Zone 57.38 0.97 171.3 175.8 68.25 100.00 0.29 -12.13 805 12- Classroom Zone 57.38 0.97 171.3 175.8 68.25 100.00 0.29 -12.13 805 13- Classroom Zone 57.38 0.97 171.3 175.8 68.25 100.00 0.29 -12.13 805 6- Storage -sc class Zone 0.00 0.25 523.1 2,101.7 5.71 0.00 0.07 -1.41 140 7- Storage - fl class Zone 0.00 0.25 523.1 2,101.6 5.71 0.00 0.07 -1.41 66 8- Classroom Zone 55.82 1.00 175.4 175.2 68.51 100.00 0.30 -12.38 805 9- Classroom Zone 56.29 0.99 174.6 175.8 68.25 100.00 0.30 -12.22 805 14- Clinic Zone 62.92 0.40 165.9 417.5 28.74 99.99 0.12 -4.34 160 15- Lounge -TP Zone 21.99 1.78 328.0 184.3 65.11 73.29 0.53 -14.47 460 16- Principal Zone 9.69 1.33 455.3 341.9 35.10 32.30 0.40 -11.08 155 17- Headmaster Zone 16.92 1.77 407.2 229.6 52.26 56.39 0.53 -15.93 200 1- Elec Room Zone 0.00 0.50 479.7 951.5 12.61 0.00 0.15 -3.85 130 18- Vault Zone 0.00 0.25 523.1 2,101.7 5.71 0.00 0.07 -1.41 128 19- Bookkeeping Zone 24.31 0.69 284.0 414.2 28.97 81.02 0.21 -4.94 120 20- Work Room Zone 7.44 3.16 469.0 148.2 80.96 24.79 0.95 -22.59 170 21- Conference Room Zone 35.97 2.03 272.4 134.1 89.47 100.00 0.61 -20.97 219 22- Reception Zone 39.97 0.65 220.2 340.3 35.26 100.00 0.19 -5.58 464 23- Lobby Zone 5.22 1.12 315.6 282.3 42.51 17.41 0.34 -19.72 685 24- Corridor Zone 0.00 0.26 516.9 2,022.8 5.93 0.00 0.08 -1.53 1,629 25- Elev Mach Room Zone 0.00 1.45 514.2 354.2 33.88 0.00 0.44 -8.73 42 27- Hallway Zone 0.00 0.25 523.1 2,101.7 5.71 0.00 0.07 -1.41 290 AHU 1 -1 System - Variable Volume Reheat 41.41 0.88 213.4 241.7 49.66 80.39 0.29 -10.41 13,343 (30% Min Flow Default) 26- Stair 1 Zone 0.00 1.01 566.4 561.5 21.37 0.00 1.01 -19.96 396 FCU -1 Stair 1 Bldg -1 System - Packaged Terminal Air 0.00 1.01 566.4 561.5 21.37 0.00 1.01 -19.96 396 Conditioner 50- Elec Room Zone 0.00 0.55 449.9 816.5 14.70 0.00 0.17 -4.97 130 51- Mech Room Zone 0.00 0.50 453.4 899.7 13.34 0.00 0.15 -5.48 576 52- Chemistry Lab Zone 49.38 1.01 209.7 207.2 57.93 100.00 0.30 -12.01 1,200 53- Chemistry Storage Zone 0.00 0.34 453.1 1,322.2 9.08 0.00 0.10 -3.36 239 54- Biology Lab Zone 43.98 1.53 236.5 154.8 77.52 100.00 0.46 -17.38 893 55- Classroom Zone 45.92 1.35 213.6 158.0 75.93 100.00 0.41 -15.00 725 56- Classroom Zone 45.92 1.35 213.6 158.0 75.93 100.00 0.41 -15.00 725 57- Classroom Zone 41.18 1.51 234.4 155.5 77.16 100.00 0.45 -16.24 725 58- Classroom Zone 54.58 1.02 177.4 173.2 69.30 100.00 0.31 -13.38 805 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative -1 Page 1 of Engineering Checks Report • Description Type ENGINEERING CHECKS By Spillis Candela DMJM COOLING % OA cfm /ft2 cfm /ton ft2 /ton Btu /hr•ft2 HEATING % OA cfm /ft2 Btu /hr•ft2 Floor Area ft2 59- Classroom Zone 54.97 1.02 176.7 173.8 69.06 100.00 0.31 -13.23 805 60- Classroom Zone 54.97 1.02 176.7 173.8 69.06 100.00 0.31 -13.23 805 61- Classroom Zone 54.97 1.02 176.7 173.8 69.06 100.00 0.31 -13.23 805 62- Classroom Zone 54.97 1.02 176.7 173.8 69.06 100.00 0.31 -13.23 805 63- Classroom Zone 54.97 1.02 176.7 173.8 69.06 100.00 0.31 -13.23 805 64- Teacher Planning Zone 38.60 0.61 224.1 365.9 32.80 100.00 0.18 -8.27 592 65- Corridor Zone 0.00 0.30 447.0 1,475.4 8.13 0.00 0.09 -2.64 1,773 66- Reception Zone 12.87 0.59 356.1 607.1 19.77 42.89 0.18 -4.56 265 67- Office Zone 6.31 2.35 481.6 205.0 58.53 21.02 0.70 -20.91 135 68- Principal Zone 6.17 2.03 483.6 238.8 50.26 20.57 0.61 -18.02 160 69- Storage Zone 0.00 0.30 448.6 1,511.0 7.94 0.00 0.09 -2.53 60 70- Office Zone 24.36 0.82 284.4 346.4 34.64 81.19 0.25 -6.77 100 71- Office Zone 24.36 0.82 284.4 346.4 34.64 81.19 0.25 -6.77 100 65- Telecom Closet Zone 0.00 1.31 496.5 378.4 31.71 0.00 0.39 -8.88 50 AHU 1 -2 System - Variable Volume Reheat 46.17 0.90 202.0 225.6 53.20 86.92 0.29 -11.34 13,278 (30% Min Flow Default) 150- Mech Room Zone 0.00 0.48 450.8 939.5 12.77 0.00 0.14 -4.94 216 151- Telecom Zone 0.00 1.19 485.6 409.7 29.29 0.00 0.36 -8.19 128 152- Server Room Zone 0.00 1.69 493.3 292.3 41.06 0.00 0.51 -11.92 94 153- IT Office Zone 22.92 1.04 302.9 291.6 41.15 76.41 0.31 -8.38 168 154- Resource Room Zone 67.69 1.10 167.9 153.0 78.44 100.00 0.33 -15.34 350 155- Tech Classroom Zone 87.25 1.23 137.2 111.7 107.43 100.00 0.37 -19.12 560 156- Reading Room Zone 36.70 1.08 247.7 228.7 52.47 100.00 0.32 -12.36 1,258 157 - Admin Zone 19.87 0.68 326.4 476.8 25.17 66.24 0.21 -5.81 147 158- Mat Storage Zone 0.00 0.56 458.5 826.0 14.53 0.00 0.17 -6.98 275 159- Art Lab Zone 54.58 0.90 189.9 210.5 57.02 100.00 0.27 -13.08 1,015 160- Boys Toilets Zone 0.00 0.36 523.3 1,454.9 8.25 0.00 0.11 -3.93 280 161- Girls Toilets Zone 0.00 0.36 523.3 1,454.9 8.25 0.00 0.11 -3.93 280 AHU 2 -1 System - Variable Volume Reheat 46.84 0.86 206.9 240.8 49.84 80.81 0.28 -11.43 4,771 (30% Min Flow Default) 101- Mech Room Zone 102- Electrical Room Zone 103- Kitchen Zone 104- Storage Zone 105- Dry Storage Zone 106- Dining Zone 107- Music Classroom Zone 108- Material Storage Zone 109- Instrument Storage Zone 110-PE & MP Zone 0.00 0.44 446.4 1,007.7 11.91 0.00 0.00 2.13 497.1 233.2 51.45 0.00 6.05 3.11 361.1 116.2 103.28 20.17 0.00 0.51 468.4 924.6 12.98 0.00 0.00 0.51 468.4 924.7 12.98 0.00 52.83 1.54 171.0 110.8 108.29 100.00 60.44 0.85 190.1 222.9 53.83 100.00 0.00 0.41 486.8 1,190.6 10.08 0.00 0.00 0.50 439.3 873.0 13.75 0.00 24.14 0.82 231.4 280.7 42.76 80.47 0.13 0.64 0.93 0.15 0.15 0.46 0.26 0.12 0.15 0.25 -4.31 460 -14.29 300 -18.32 638 -5.75 48 -5.75 96 -19.32 2,650 -11.65 1,164 -3.94 360 -5.51 135 -13.08 1,005 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Altemative - 1 Page 2 of Engineering Checks Report Description Type ENGINEERING CHECKS By Spillis Candela DMJM COOLING % OA cfm /ft2 cfm /ton ft2 /ton Btu /hr•ft2 HEATING % OA cfm /ft2 Btu/hrft2 Floor Area ft2 111-Storage Zone 0.00 0.47 465.3 981.5 12.23 0.00 0.14 -5.94 137 112- Teacher Planning Zone 23.45 0.72 299.9 418.5 28.67 78.18 0.21 -9.34 119 113- PE Storage Zone 0.00 0.67 495.7 741.0 16.19 0.00 0.20 -8.75 266 AHU 3 -1 System - Variable Volume Reheat 33.63 1.25 225.6 180.6 66.45 66.45 0.38 -13.97 7,378 (30% Min Flow Default) Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative - 1 Page 3 of Engineering Checks Report System Checksums By Spillis Candela DMJM AHU 1 -1 Variable Volume Reheat (30% Min Flow Default) COOLING COIL PEAK Peaked at Time: Outside Air: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total =_> Space Sens. + Lat. Btu /h 0 0 0 24,268 14,098 4,371 316 0 13,643 56,696 47,817 136,800 40,028 224,644 21,119 0 0 302,459 Mo /Hr: 8 / 15 OADB/WB /HR: 91 / 80 / 137 Plenum Sens. + Lat Btu /h Net Total Btu /h 0 0 0 0 0 0 0 24,268 0 14,098 2,170 6,541 316 0 13,643 2,170 58,865 20,493 68,310 136,800 0 40,028 20,493 245,137 - 21,119 0 0 332,887 0 - 401 -401 26,082 0 0 0 0 0 1,142 662,570 Percent Of Total ( %) 0.00 0.00 0.00 3.66 2.13 0.99 0.05 0.00 2.06 8.88 10.31 20.65 6.04 37.00 0.00 50.24 0.00 -0.06 3.94 0.00 0.00 0.00 100.00 CLG SPACE PEAK Mo /Hr: 11 / 13 OADB: 81 Space Percent Sensible Of Total Btu /h ( %) 0 0 0 55,039 5,551 1,977 316 0 1,405 64,288 47,817 76,000 40,028 163,844 19,900 0 0 0.00 0.00 0.00 22.19 2.24 0.80 0.13 0.00 0.57 25.92 19.28 30.64 16.14 66.06 8.02 0.00 0.00 248,032 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total =_> HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 46 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu /h Btu /h (%) 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 - 21,336 - 21,336 15.36 -5,546 -8,658 6.23 -947 -947 0.68 0 0 0.00 -4,907 -4,907 3.53 - 32,736 - 35,848 25.81 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -3,112 0 0.00 0 - 75,168 54.12 0 0 0.00 0 0.00 - 16,200 11.66 - 11,667 8.40 0 0.00 - 35,848 - 138,883 100.00 Main Clg Aux Clg Opt Vent COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB /HR ton MBh MBh cfm °F °F gr /Ib 55.2 0.0 0.0 662.6 0.0 0.0 Total 55.2 662.6 345.9 0.0 0.0 11,003 0 0 82.1 71.1 97.0 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr/lb 54.0 52.5 56.5 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700\Projects \Miami Shores Charter School \miami shores.TRC Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft2 ( %) 13,343 177 0 0 0 0 5,663 801 14 TEMPERATURES Cooling Heating SADB 56.1 76.4 Plenum 80.2 67.2 Return 75.1 68.0 Ret/OA 82.1 50.3 Fn MtrTD 0.2 0.0 Fn BIdTD 0.5 0.0 Fn Frict 1.4 0.0 AIRFLOWS Cooling 4,880 200 11,785 3,811 11,985 5,080 0 0 Vent Infil Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary Heating 3,064 200 3,811 3,811 4,011 3,264 0 0 ENGINEERING CKS Cooling Heating % OA 41.4 80.4 cfm /ft2 0.88 0.29 cfm /ton 213.44 ftz /ton 241.66 Btu /hrft2 49.66 -10.41 No. People 304 HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm °F Main Htg Aux Htg Preheat Humidif Opt Vent Total -95.4 0.0 -43.5 0.0 0.0 -138.9 3,811 0 4,880 54.0 0.0 46.0 Lvg °F 76.4 0.0 54.0 0 0.0 0.0 0 0.0 0.0 TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Alternative - 1 System Checksums report Page 1 of 5 System Checksums By Spillis Candela DMJM AHU 1 -2 Variable Volume Reheat (30% Min Flow Default) COOLING COIL PEAK Peaked at Time: Outside Air: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total = => Space Sens. + Lat. Btu /h Mo /Hr: 8 / 15 OADB/WB /HR: 91 / 80 / 137 CLG SPACE PEAK Mo /Hr: 11 / 14 OADB: 82 Plenum Net Percent Space Percent Sens. + Lat Total Of Total Sensible Of Total Btu /h Btu /h ( %) Btu /h ( %) 0 0 0 0.00 0 0.00 0 0 0 0.00 0 0.00 808 12,692 13,500 1.91 200 0.08 22,042 0 22,042 3.12 55,947 22.36 12,672 0 12,672 1.79 5,615 2.24 4,620 1,802 6,422 0.91 2,579 1.03 425 425 0.06 425 0.17 0 0 0.00 0 0.00 0 0 0.00 0 0.00 40,567 14,494 55,061 7.80 64,768 25.88 47,584 20,393 67,977 9.62 47,584 19.02 153,900 153,900 21.79 85,500 34.17 31,120 0 31,120 4.41 31,120 12.44 232,603 20,393 252,996 35.82 164,203 65.62 33,854 - 33,854 0 0.00 21,269 8.50 0 0 371,843 52.64 0 0.00 0 0 0.00 0 0.00 - 428 -428 -0.06 26,875 3.80 0 0 0.00 0 0 0.00 0 0.00 307,025 604 706,347 100.00 250,240 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total =_> HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 46 Space Peak Space Sens Btu /h 0 0 -608 0 -1 9,178 -5,879 -766 0 -1 - 26,432 0 0 0 0 - 14,507 0 0 - 40,940 Coil Peak Percent Tot Sens Of Total Btu /h ( %) 0 0.00 0 0.00 - 11,824 7.88 0 0.00 - 19,178 12.79 -8,662 5.77 -766 0.51 0 0.00 -1 0.00 - 40,431 26.95 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 - 82,767 55.18 0 0.00 0 0.00 - 18,879 12.59 -7,924 5.28 0 0.00 - 150,000 100.00 Main Clg Aux Clg Opt Vent COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB /HR ton MBh MBh cfm °F °F gr/lb 58.9 0.0 0.0 706.4 0.0 0.0 Total 58.9 706.4 364.1 0.0 0.0 11,338 0 0 82.8 0.0 0.0 71.9 100.2 0.0 0.0 0.0 0.0 Leave DB/WB/HR °F °F gr /Ib 54.0 52.9 57.9 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft2 ( %) 13,278 183 0 13,278 0 0 5,824 720 12 TEMPERATURES Cooling Heating SADB 56.1 77.5 Plenum 83.4 64.4 Return 75.1 68.0 Ret/OA 82.8 48.9 Fn MtrTD 0.2 0.0 Fn BIdTD 0.5 0.0 Fn Frict 1.4 0.0 AIRFLOWS Cooling 5,490 0 11,890 3,881 11,890 5,490 0 0 Vent Infil Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary Heating 3,374 0 3,881 3,881 3,881 3,374 0 0 ENGINEERING CKS Cooling % OA 46.2 cfm /ft2 0.90 cfm /ton 201.99 ft2 /ton 225.58 Btu /hrft2 53.20 No. People 342 Heating 86.9 0.29 -11.34 HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg -101.5 3,881 54.0 77.5 Aux Htg 0.0 0 0.0 0.0 Preheat -49.0 5,490 46.0 54.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -150.5 TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Altemative -1 System Checksums report Page 2 of 5 System Checksums By Spillis Candela DMJM AHU 2 -1 Variable Volume Reheat (30% Min Flow Default) COOLING COIL PEAK Peaked at Time: Outside Air: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total =_> Space Sens. + Lat. Btu /h Mo /Hr: 8 / 15 OADB/WB /HR: 91 / 80 / 137 Plenum Net Percent Sens. + Lat Total Of Total Btu /h Btu /h ( %) CLG SPACE PEAK Mo /Hr: 8 / 18 OADB: 89 Space Percent Sensible Of Total Btu /h ( %) 0 0 0 0.00 0 0 0 0 0.00 0 615 4,174 4,788 2.01 968 4,344 0 4,344 1.83 3,929 2,816 0 2,816 1.18 2,409 4,350 1,629 5,979 2.51 5,481 728 728 0.31 728 0 0 0.00 0 0 0 0.00 0 12,852 5,803 18,655 7.85 13,516 17,098 7,328 24,425 10.27 17,098 43,200 43,200 18.17 24,000 17,946 0 17,946 7.55 17,946 78,243 7,328 85,571 35.99 59,043 12,577 - 12,577 0 0.00 16,142 0 0 126,930 53.38 0 0 0 0.00 0 -331 -331 -0.14 6,940 2.92 0 0 0.00 0 0 0.00 0 0.00 103,672 223 237,765 100.00 0.00 0.00 1.09 4.43 2.72 6.18 0.82 0.00 0.00 15.24 19.28 27.06 20.23 66.56 18.20 0.00 0.00 88,702 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total = => HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 46 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu /h Btu /h ( %) 0 0 0.00 0 0 0.00 - 463 -4,128 7.62 0 0 0.00 - 4,262 -4,262 7.87 -4,766 -6,739 12.45 -1,311 -1,311 2.42 0 0 0.00 0 0 0.00 - 10,802 - 16,440 30.36 0 0 0 0 -6,009 0 0 - 16,810 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 - 26,129 48.26 0 0.00 0 0.00 -7,627 14.09 -3,949 7.29 0 0.00 - 54,144 100.00 Main Clg Aux CIg Opt Vent COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB /HR ton MBh MBh cfm °F °F gr /Ib 19.8 0.0 0.0 237.8 0.0 0.0 Total 19.8 237.8 125.9 0.0 0.0 3,904 83.0 0 0.0 0 0.0 72.2 102.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr /Ib 54.0 53.9 61.8 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft2 ( %) 4,771 888 0 4,771 0 0 4,167 160 4 TEMPERATURES Cooling Heating SADB 55.6 79.4 Plenum 84.2 63.6 Return 75.2 68.0 Ret/OA 83.0 50.2 Fn MtrTD 0.2 0.0 Fn BIdTD 0.4 0.0 Fn Frict 1.1 0.0 AIRFLOWS Cooling 1,920 0 4,099 1,318 4,099 1,920 0 0 Vent Infii Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary Heating 1,065 0 1,318 1,318 1,318 1,065 0 0 ENGINEERING CKS % OA cfm /ft2 cfm /ton ft2 /ton Btu /heft2 No. People Cooling 46.8 0.86 206.88 240.79 49.84 96 Heating 80.8 0.28 -11.43 HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg Aux Htg Preheat Humidif Opt Vent Total -37.4 0.0 -17.1 0.0 0.0 -54.5 1,318 0 1,920 54.0 0.0 46.0 79.4 0.0 54.0 0 0.0 0.0 0 0.0 0.0 TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Altemative - 1 System Checksums report Page 3 of 5 System Checksums By Spillis Candela DMJM AHU 3 -1 Variable Volume Reheat (30% Min Flow Default) COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air: OADB/WB /HR: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Space Sens. + Lat. Btu /h 0 0 1,066 0 0 7,289 203 0 30,479 39,037 8/15 91/80/137 CLG SPACE PEAK Mo /Hr: 8 / 20 OADB: 86 Plenum Net Percent Space Percent Sens. + Lat Total Of Total Sensible Of Total Btu /h Btu /h ( %) Btu /h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0.00 6,459 7,525 1.54 1,878 0.97 0 0 0.00 0 0.00 0 0 0.00 0 0.00 1,678 8,968 1.83 10,846 5.59 203 0.04 203 0.10 0 0.00 0 0.00 30,479 6.22 6,022 3.10 8,138 47,175 9.62 18,948 9.77 26,440 11,332 37,772 7.70 26,440 13.63 135,810 135,810 27.70 74,730 38.52 60,113 0 60,113 12.26 47,919 24.70 222,364 11,332 233,695 47.67 149,090 76.85 18,653 - 18,653 0 0.00 25,966 13.38 0 0 188,968 38.55 0 0.00 0 0 0.00 0 0.00 - 452 -452 -0.09 20,860 4.26 0 0 0.00 0 0 0.00 0 0.00 Grand Total =_> 280,054 364 490,246 100.00 194,004 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total = => HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 46 Space Peak Space Sens Btu /h Coil Peak Percent Tot Sens Of Total Btu /h ( %) 0 0 0 0 -803 -6,441 0 0 0 0 -9,325 - 11,953 -325 -325 0 0 - 12,267 - 12,267 - 22,719 - 30,985 0 0 0 0 -8,914 0 0 - 31,633 0 0 0 0 0.00 0.00 6.29 0.00 0.00 11.67 0.32 0.00 11.97 30.25 0.00 0.00 0.00 0.00 0 0.00 - 45,739 44.65 0 0.00 0 0.00 - 11,022 10.76 - 14,695 14.34 0 0.00 - 102,442 100.00 Main Clg Aux Clg Opt Vent Total Capacity ton MBh 40.9 0.0 0.0 490.3 0.0 0.0 Total 40.9 490.3 COOLING COIL SELECTION Sens Cap. Coil Airflow Enter DB/WB /HR MBh cfm °F °F gr /Ib 261.8 0.0 0.0 8,800 80.7 70.7 97.1 0 0.0 0.0 0.0 0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr /Ib 54.0 53.6 60.7 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Miami Shores Charter School Dataset Name: D : \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Floor Part ExFir Roof Wall AREAS Gross Total Glass ft2 ( %) 7,378 495 0 7,378 0 0 6,975 0 0 TEMPERATURES Cooling Heating SADB 56.1 78.1 Plenum 83.9 63.8 Return 75.1 68.0 Ret/OA 80.7 53.4 Fn MtrTD 0.2 0.0 Fn BIdTD 0.5 0.0 Fn Frict 1.4 0.0 AIRFLOWS Cooling 3,100 500 9,218 2,806 9,718 3,600 0 0 Vent Infil Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary Heating 1,864 500 2,806 2,806 3,306 2,364 0 0 ENGINEERING CKS Cooling Heating % OA 33.6 66.5 cfm /ft2 1.25 0.38 cfm /ton 225.63 ft2 /ton 180.60 Btu/hrft2 66.45 -13.97 No. People 273 HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg Aux Htg Preheat Humidif Opt Vent Total -75.4 0.0 -27.7 0.0 0.0 -103.1 2,806 0 3,100 54.0 0.0 46.0 78.1 0.0 54.0 0 0.0 0.0 0 0.0 0.0 TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Alternative - 1 System Checksums report Page 4 of 5 System Checksums By Spillis Candela DMJM FCU -1 Stair 1 Bldg -1 Packaged Terminal Air Conditioner COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air: OADB/WB /HR: Space Sens. + Lat. Btu /h Envelope Loads Skylite Solar 0 Skylite Cond 0 Roof Cond 945 Glass Solar 0 Glass Cond 0 Wall Cond 2,471 Partition 2,842 Exposed Floor 0 Infiltration 0 Sub Total = => 6,258 Internal Loads Lights 2,027 People 0 Misc 0 Sub Total = => 2,027 Ceiling Load 0 Ventilation Load 0 Ov /Undr Sizing 0 Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total =_> 8,285 Plenum Sens. + Lat Btu /h 6/22 81 / 74 / 115 Net Percent Total Of Total Btu /h ( %) 0 0 0.00 0 0 0.00 0 945 11.17 0 0 0.00 0 0 0.00 0 2,471 29.19 2,842 33.58 0 0.00 0 0.00 0 6,258 73.95 0 2,027 0 0 0 0 2,027 0 0 0 0 0 0 0 178 0 0 0 0 0 23.96 0.00 0.00 23.96 0.00 0.00 0.00 0.00 2.10 0.00 0.00 0.00 0 8,462 100.00 CLG SPACE PEAK Mo /Hr: 6 / 22 OADB: 81 Space Percent Sensible Of Total Btu /h ( %) 0 0.00 0 0.00 945 11.41 0 0.00 0 0.00 2,471 29.82 2,842 34.30 0 0.00 0 0.00 6,258 75.53 2,027 0 0 2,027 0 0 0 24.47 0.00 0.00 24.47 0.00 0.00 0.00 8,285 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total = => HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 46 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu /h Btu /h ( %) 0 0 0.00 0 0 0.00 -418 -418 5.29 0 0 0.00 0 0 0.00 -2,372 -2,372 30.00 -5,116 - 5,116 64.71 0 0 0.00 0 0 0.00 -7,905 -7,905 100.00 0 0 0 0 0 0 0 -7,905 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -7,905 100.00 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB /HR Leave DB/WB /HR ton MBh Main Cig 0.7 8.5 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.7 8.5 MBh cfm 8.5 0.0 0.0 399 0 0 °F °F gr /Ib °F °F gr /Ib 75.0 0.0 0.0 53.6 26.9 0.0 0.0 0.0 0.0 56.0 44.9 26.6 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft2 ( %) 396 812 0 396 0 0 308 0 0 TEMPERATURES Cooling Heating SADB 56.4 85.8 Plenum 75.0 68.0 Return 75.0 68.0 Ret/OA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.1 0.0 Fn Frict 0.3 0.0 AIRFLOWS Cooling 0 0 399 0 399 0 0 0 Vent Infil Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary Heating 0 0 399 0 399 0 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.01 1.01 566.38 561.55 21.37 -19.96 0 % OA cfm /ft2 cfm /ton ft2 /ton Btu/hr.-ft' No. People HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg Aux Htg Preheat Humidif Opt Vent Total -7.9 0.0 0.0 0.0 0.0 -7.9 399 68.0 0 0.0 0 0.0 85.8 0.0 0.0 0 0.0 0.0 0 0.0 0.0 TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Alternative - 1 System Checksums report Page 5 of 5 Description Floor Area ft2 PEAK COOLING LOADS MAIN SYSTEM By Spillis Candela DMJM OA Peak Cond. Time DB/WB Mo /Hr °F Room Dry Bulb °F SPACE Supply Dry Bulb °F Space Air Flow cfm Space Sensible Load Btu /h Space Latent Load Btu /h Peak Time Mo /Hr OA Cond. DB/WB °F COIL Supply Coil Coil Coil Dry Air Sensible Latent Bulb Flow Load Load °F cfm Btu /h Btu /h 2- Mech Room 3- Physics Lab 4- Science Classroom 5- FL Classroom 10- Classroom 11- Classroom 12- Classroom 13- Classroom 6- Storage -sc class 7- Storage - fl class 8- Classroom 9- Classroom 14- Clinic 15- Lounge -TP 16- Principal 17- Headmaster 1- Elec Room 18- Vault 19- Bookkeeping 20- Work Room 21- Conference Room 22- Reception 23- Lobby 24- Corridor 25- Elev Mach Room 27- Hallway AHU 1 -1 AHU 1 -1 26- Stair 1 FCU -1 Stair 1 Bldg -1 FCU -1 Stair 1 Bldg -1 50- Elec Room Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm/Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Rm /Zn Tot Sys Tot/Ave Sys Block Rm /Zn Tot Sys Tot/Ave Sys Block Rm /Zn Tot 576 9/21 83 75 75 56.1 227 1,236 12/13 78 67 75 56.1 1,218 893 12/ 13 78 67 75 56.1 1,133 750 12/13 78 67 75 56.1 1,096 805 6/18 86 77 75 56.1 799 805 7/ 14 90 79 75 56.1 784 805 7/ 14 90 79 75 56.1 784 805 7/ 14 90 79 75 56.1 784 140 8/ 15 91 80 75 56.1 35 66 8/ 15 91 80 75 56.1 16 805 6/ 18 86 77 75 56.1 806 805 6/ 18 86 77 75 56.1 799 160 8/15 91 80 75 56.1 64 460 12/ 13 78 67 75 56.1 819 155 12/ 13 78 67 75 56.1 206 200 12/ 13 78 67 75 56.1 355 130 8/ 19 87 77 75 56.1 66 128 8/ 15 91 80 75 56.1 32 120 8/ 15 91 80 75 56.1 82 170 12/ 13 78 67 75 56.1 538 219 12/13 78 67 75 56.1 445 464 8/15 91 80 75 56.1 300 685 9/ 18 87 77 75 56.1 766 1,629 8/19 87 77 75 56.1 416 42 8/15 91 80 75 56.1 61 290 8/15 91 80 75 56.1 72 13,343 81 69 75 56.1 12,705 13,343 11/13 81 69 75 56.1 11,785 396 6/ 22 81 74 75 56.4 399 396 81 74 75 56.4 399 396 6/ 22 81 74 75 56.4 399 130 7/20 85 76 75 56.1 72 4,785 0 9/21 83 75 56.1 227 6,209 0 25,639 6,000 8 /15 91 80 56.1 933 32,540 36,224 23,841 6,000 8 /15 91 80 56.1 845 27,822 28,668 23,065 6,000 8 /15 91 80 56.1 806 26,906 28,668 16,827 6,000 8 /15 91 80 56.1 780 26,277 28,668 16,507 6,000 8 /15 91 80 56.1 780 26,277 28,668 16,507 6,000 8 /15 91 80 56.1 780 26,277 28,668 16,507 6,000 8/15 91 80 56.1 780 26,277 28,668 733 0 8/15 91 80 56.1 35 799 0 346 0 8/15 91 80 56.1 16 377 0 16,966 6,000 8 /15 91 80 56.1 786 26,480 28,668 16,827 6,000 8 /15 91 80 56.1 780 26,277 28,668 1,338 400 8 /15 91 80 56.1 64 2,184 2,415 17,230 1,800 8/15 91 80 56.1 676 19,084 10,867 4,344 200 11 /13 81 69 56.1 204 4,926 514 7,465 600 9/14 89 77 56.1 273 7,365 3,087 1,379 0 8/19 87 77 56.1 66 1,640 0 670 0 8 /15 91 80 56.1 32 731 0 1,732 200 8/15 91 80 56.1 82 2,270 1,207 11,320 400 11 /13 81 69 56.1 531 12,734 1,028 9,362 1,600 8 /15 91 80 56.1 300 9,935 9,660 6,319 1,200 8 /15 91 80 56.1 300 9,117 7,245 16,117 8,721 8 /15 91 80 56.1 677 16,631 12,489 8,762 0 8 /19 87 77 56.1 416 9,664 0 1,283 0 8 /15 91 80 56.1 61 1,423 0 1,519 0 8/15 91 80 56.1 72 1,656 0 267,393 69,121 91 80 56.1 11,303 355,269 314,079 248,032 63,942 8 /15 91 80 56.1 11,003 345,876 316,694 8,285 0 6/22 81 74 56.4 399 8,462 0 8,285 0 81 74 56.4 399 8,462 0 8,285 0 6/22 81 74 56.4 399 8,462 0 1,508 0 7/20 85 76 56.1 72 1,911 0 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Altemative - 1 Peak Clg Loads Main System report page 1 Description Floor Area ft2 PEAK COOLING LOADS MAIN SYSTEM By Spillis Candela DMJM SPACE OA Room Supply Space Space Space Peak Cond. Dry Dry Air Sensible Latent Time DB/WB Bulb Bulb Flow Load Load Mo /Hr °F °F °F cfm Btu /h Btu /h COIL OA Supply Coil Coil Coil Peak Cond. Dry Air Sensible Latent Time DB/WB Bulb Flow Load Load Mo /Hr °F °F cfm Btu/h Btu /h 51- Mech Room Rm /Zn Tot 576 8/20 86 77 75 56.1 290 6,109 0 8/20 86 77 56.1 290 7,682 0 52- Chemistry Lab Rm /Zn Tot 1,200 12/ 13 78 67 75 56.1 1,215 25,572 6,000 8 /15 91 80 56.1 980 33,580 35,934 53- Chemistry Storage Rm /Zn Tot 239 9/21 83 75 75 56.1 82 1,724 0 9/21 83 75 56.1 82 2,169 0 54- Biology Lab Rm/Zn Tot 893 12/ 13 78 67 75 56.1 1,364 28,717 6,000 8 / 15 91 80 56.1 966 33,295 35,934 55- Classroom Rm /Zn Tot 725 12/ 13 78 67 75 56.1 980 20,624 6,000 8 /15 91 80 56.1 795 26,597 28,450 56- Classroom Rm/Zn Tot 725 12/ 13 78 67 75 56.1 980 20,624 6,000 8 /15 91 80 56.1 795 26,597 28,450 57- Classroom Rm /Zn Tot 725 12/ 13 78 67 75 56.1 1,093 23,000 6,000 8 / 15 91 80 56.1 833 27,494 28,450 58- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 825 17,354 6,000 8 /15 91 80 56.1 825 27,337 28,450 59- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 819 17,231 6,000 8 /15 91 80 56.1 819 27,142 28,450 60- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 819 17,231 6,000 8 /15 91 80 56.1 819 27,142 28,450 61- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 819 17,231 6,000 8 /15 91 80 56.1 819 27,142 28,450 62- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 819 17,231 6,000 8 /15 91 80 56.1 819 27,142 28,450 63- Classroom Rm /Zn Tot 805 6/ 18 86 77 75 56.1 819 17,231 6,000 8 /15 91 80 56.1 819 27,142 28,450 64- Teacher Planning Rm /Zn Tot 592 7/ 23 82 75 75 56.1 363 7,633 1,400 8 /15 91 80 56.1 363 11,032 8,384 65- Corridor Rm/Zn Tot 1,773 7/20 85 76 75 56.1 537 11,306 0 7/20 85 76 56.1 537 14,421 0 66- Reception Rm /Zn Tot 265 7/21 84 76 75 56.1 155 3,271 200 8/17 90 79 56.1 155 4,088 1,150 67- Office Rm /Zn Tot 135 12/ 13 78 67 75 56.1 317 6,674 200 11 /13 81 69 56.1 317 7,397 505 68- Principal Rm /Zn Tot 160 12/ 13 78 67 75 56.1 324 6,821 200 11 /13 81 69 56.1 324 7,537 505 69- Storage Rm /Zn Tot 60 7/21 84 76 75 56.1 18 375 0 7/21 84 76 56.1 18 477 0 70- Office Rm /Zn Tot 100 7/ 21 84 76 75 56.1 82 1,728 200 8 /15 91 80 56.1 82 2,267 1,198 71- Office Rm/Zn Tot 100 7/21 84 76 75 56.1 82 1,728 200 8/15 91 80 56.1 82 2,267 1,198 65- Telecom Closet Rm/Zn Tot 50 7/21 84 76 75 56.1 66 1,381 0 7/21 84 76 56.1 66 1,586 0 AHU 1 -2 Sys Tot/Ave 13,278 82 69 75 56.1 12,938 272,301 68,400 91 80 56.1 11,673 375,331 340,857 AHU 1 -2 Sys Block 13,278 11/14 82 69 75 56.1 11,890 250,240 68,400 8/15 91 80 56.1 11,338 364,055 342,292 150- Mech Room Rm /Zn Tot 216 7/22 83 75 75 55.6 104 2,243 0 7/22 83 75 55.6 104 2,759 0 151 - Telecom Rm/Zn Tot 128 7/22 83 75 75 55.6 152 3,283 0 7/22 83 75 55.6 152 3,749 0 152- Server Room Rm /Zn Tot 94 7/ 23 82 75 75 55.6 159 3,433 0 7 /23 82 75 55.6 159 3,859 0 153- IT Office Rm /Zn Tot 168 7/21 84 76 75 55.6 174 3,776 400 8 /15 91 80 55.6 168 4,582 2,331 154- Resource Room Rm /Zn Tot 350 8/ 18 89 78 75 55.6 384 8,312 2,600 8 /15 91 80 55.6 330 12,305 15,150 155- Tech Classroom Rm /Zn Tot 560 8/18 89 78 75 55.6 688 14,880 6,000 8 /15 91 80 55.6 624 25,200 34,961 156- Reading Room Rm /Zn Tot 1,258 9/8 80 75 75 55.6 1,362 29,483 5,000 8/15 91 80 55.6 1,193 36,873 29,134 157 -Admin RmInTot 147 7/21 84 76 75 55.6 101 2,178 200 8/17 90 79 55.6 95 2,582 1,117 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative - 1 Peak Clg Loads Main System report page 2 Description Floor Area ft2 PEAK COOLING LOADS MAIN SYSTEM By Spillis Candela DMJM SPACE OA Room Supply Space Space Space Peak Cond. Dry Dry Air Sensible Latent Time DB/WB Bulb Bulb Flow Load Load Mo /Hr °F °F °F cfm Btu /h Btu /h COIL OA Supply Coil Coil Coil Peak Cond. Dry Air Sensible Latent Time DB/WB Bulb Flow Load Load Mo /Hr °F °F cfm Btu/h Btu /h 158- Mat Storage 159- Art Lab 160- Boys Toilets 161- Girls Toilets AHU 2 -1 AHU 2 -1 101- Mech Room 102- Electrical Room 103- Kitchen 104- Storage 105- Dry Storage 106- Dining 107- Music Classroom 108- Material Storage 109- Instrument Storage 110- PE & MP 111- Storage 112- Teacher Planning 113- PE Storage AHU 3 -1 AHU 3 -1 Rm /Zn Tot 275 8/23 83 75 75 55.6 153 Rm /Zn Tot 1,015 9/ 15 89 78 75 55.6 916 Rm /Zn Tot 280 7/ 21 84 76 75 55.6 101 Rm /Zn Tot 280 7/ 21 84 76 75 55.6 101 Sys Tot/Ave 4,771 89 78 75 55.6 4,393 Sys Block 4,771 8/18 89 78 75 55.6 4,099 Rm /Zn Tot 460 9/21 83 75 75 56.1 204 Rm/Zn Tot 300 8/22 84 76 75 56.1 639 Rm /Zn Tot 638 9/21 83 75 75 56.1 1,983 Rm /Zn Tot 48 7/ 20 85 76 75 56.1 24 Rm /Zn Tot 96 7/20 85 76 75 56.1 49 Rm /Zn Tot 2,650 8/19 87 77 75 56.1 4,089 Rm /Zn Tot 1,164 7/ 22 83 75 75 56.1 993 Rm /Zn Tot 360 7/22 83 75 75 56.1 147 Rm /Zn Tot 135 7/23 82 75 75 56.1 68 Rm /Zn Tot 1,005 8/ 17 90 79 75 56.1 828 Rm /Zn Tot 137 6/22 81 74 75 56.1 65 Rm /Zn Tot 119 7/21 84 76 75 56.1 85 Rm /Zn Tot 266 9/21 83 75 75 56.1 178 Sys Tot/Ave 7,378 86 77 75 56.1 9,352 Sys Block 7,378 8/20 86 77 75 56.1 9,218 3,303 0 8/23 83 75 55.6 142 3,995 0 19,824 5,000 8 /15 91 80 55.6 845 28,742 29,134 2,179 0 7 /21 84 76 55.6 90 2,309 0 2,179 0 7 /21 84 76 55.6 90 2,309 0 95,073 19,200 91 80 55.6 3,991 129,338 111,826 88,702 19,200 8 /15 91 80 55.6 3,904 125,891 111,874 4,289 0 9/21 83 75 56.1 204 5,478 0 13,459 0 8 /22 84 76 56.1 639 15,435 0 41,738 13,394 8/17 90 79 56.1 1,934 47,616 18,280 512 0 7/20 85 76 56.1 22 623 0 1,024 0 7 /20 85 76 56.1 44 1,246 0 86,054 60,517 8/15 91 80 56.1 3,988 131,219 155,744 20,895 6,000 8 /15 91 80 56.1 869 30,792 31,869 3,098 0 7/22 83 75 56.1 128 3,629 0 1,430 0 7/23 82 75 56.1 61 1,856 0 17,437 12,143 8 /15 91 80 56.1 779 21,725 21,246 1,367 0 6/22 81 74 56.1 58 1,675 0 1,795 200 8 /17 90 79 56.1 76 2,398 1,014 3,745 0 9/21 83 75 56.1 164 4,307 0 196,840 92,255 91 80 56.1 8,965 268,506 228,154 194,004 91,385 8/15 91 80 56.1 8,800 261,756 228,490 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Altemative - 1 Peak Clg Loads Main System report page 3 Description Floor Area ft2 PEAK HEATING LOADS MAIN SYSTEM By Spillis Candela DMJM SPACE OA Room Supply Space Space Peak Cond. Dry Dry Air Sensible Time DB/WB Bulb Bulb Flow Load Mo /Hr °F °F °F cfm Btu /h COIL OA Supply Coil Coil Peak Cond. Dry Air Sensible Time DB/WB Bulb Flow Load Mo /Hr °F °F cfm Btu /h 2- Mech Room Rm /Zn Tot 576 13 / 1 46 34 68 83.6 68 -1,187 13 / 1 46 34 83.6 68 -2,252 3- Physics Lab Rm /Zn Tot 1,236 13 / 1 46 34 68 73.8 365 -2,343 13 / 1 46 34 73.8 365 -8,049 4- Science Classroom Rm /Zn Tot 893 13 / 1 46 34 68 73.7 340 -2,178 13 / 1 46 34 73.7 340 -7,484 5- FL Classroom Rm /Zn Tot 750 13 / 1 46 34 68 73.6 329 -2,046 13 / 1 46 34 73.6 329 -7,179 10- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 75.8 240 -2,076 13 / 1 46 34 75.8 240 -5,820 11- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 75.9 235 -2,076 13 / 1 46 34 75.9 235 -5,749 12- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 75.9 235 -2,076 13 / 1 46 34 75.9 235 -5,749 13- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 75.9 235 -2,076 13 / 1 46 34 75.9 235 -5,749 6- Storage -sc class Rm /Zn Tot 140 13 / 1 46 34 68 70.9 10 -34 13 / 1 46 34 70.9 10 -197 7- Storage - fl class Rm /Zn Tot 66 13 / 1 46 34 68 70.9 5 -16 13 / 1 46 34 70.9 5 -93 8- Classroom Rm/Zn Tot 805 13 / 1 46 34 68 76.1 242 -2,173 13 / 1 46 34 76.1 242 -5,949 9- Classroom Rm/Zn Tot 805 13 / 1 46 34 68 75.8 240 -2,076 13 / 1 46 34 75.8 240 -5,820 14- Clinic Rm/Zn Tot 160 13 / 1 46 34 68 69.8 19 -39 13/1 46 34 69.8 19 -337 15- Lounge -TP Rm /Zn Tot 460 13 / 1 46 34 68 72.4 246 -1,214 13 / 1 46 34 72.4 246 -5,049 16- Principal Rm /Zn Tot 155 13 / 1 46 34 68 76.3 62 -573 13 / 1 46 34 76.3 62 -1,539 17- Headmaster Rm/Zn Tot 200 13 / 1 46 34 68 76.3 106 -989 13 / 1 46 34 76.3 106 -2,650 1- Elec Room Rm /Zn Tot 130 13 / 1 46 34 68 76.9 20 -194 13 / 1 46 34 76.9 20 -501 18- Vault Rm /Zn Tot 128 13 / 1 46 34 68 70.9 10 -31 13 / 1 46 34 70.9 10 -180 19- Bookkeeping Rm /Zn Tot 120 13 / 1 46 34 68 69.1 25 -29 13 / 1 46 34 69.1 25 -415 20- Work Room Rm /Zn Tot 170 13 / 1 46 34 68 73.4 161 -965 13 / 1 46 34 73.4 161 -3,484 21- Conference Room Rm /Zn Tot 219 13 / 1 46 34 68 75.3 133 -1,083 13 / 1 46 34 75.3 133 -3,166 22- Reception Rm /Zn Tot 464 13 / 1 46 34 68 69.1 90 -113 13 / 1 46 34 69.1 90 -1,519 23- Lobby Rm /Zn Tot 685 13 / 1 46 34 68 105.3 230 - 9,565 13 / 1 46 34 105.3 230 - 13,152 24- Corridor Rm /Zn Tot 1,629 13 / 1 46 34 68 71.9 125 -543 13 / 1 46 34 71.9 125 -2,493 25- Elev Mach Room Rm /Zn Tot 42 13 / 1 46 34 68 72.0 18 -81 13 / 1 46 34 72.0 18 -367 27- Hallway Rm /Zn Tot 290 13 / 1 46 34 68 70.9 22 -71 13 / 1 46 34 70.9 22 -409 AHU 1 -1 Sys Tot/Ave 13,343 46 34 68 76.4 3,811 - 35,848 46 34 76.4 3,811 - 95,350 AHU 1 -1 Sys Block 13,343 13/ 1 46 34 68 76.4 3,811 - 35,847 13 / 1 46 34 76.4 3,811 - 95,349 26- Stair 1 Rm /Zn Tot 396 13 / 1 46 34 68 85.7 399 -7,905 13 / 1 46 34 85.7 399 -7,905 FCU -1 Stair 1 Bldg -1 Sys Tot/Ave 396 46 34 68 85.7 399 -7,905 46 34 85.7 399 -7,905 FCU -1 Stair 1 Bldg -1 Sys Block 396 13 / 1 46 34 68 85.7 399 -7,905 13 / 1 46 34 85.7 399 -7,905 50- Elec Room Rm /Zn Tot 130 13 / 1 46 34 68 81.0 21 -311 13 / 1 46 34 81.0 21 -646 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative -1 Peak Htg Loads Main System report page 1 Description Floor Area ft2 PEAK HEATING LOADS MAIN SYSTEM By Spillis Candela DMJM SPACE OA Room Supply Space Space Peak Cond. Dry Dry Air Sensible Time DB/WB Bulb Bulb Flow Load Mo /Hr °F °F °F cfm Btu /h COIL OA Supply Coil Coil Peak Cond. Dry Air Sensible Time DB/WB Bulb Flow Load Mo /Hr °F °F cfm Btu /h 51- Mech Room Rm /Zn Tot 576 13 / 1 46 34 68 86.5 87 -1,795 13 / 1 46 34 86.5 87 -3,155 52- Chemistry Lab Rm /Zn Tot 1,200 13 / 1 46 34 68 76.3 365 -3,364 13 / 1 46 34 76.3 365 -9,054 53- Chemistry Storage Rm /Zn Tot 239 13 / 1 46 34 68 83.3 25 -419 13/ 1 46 34 83.3 25 -803 54- Biology Lab Rm /Zn Tot 893 13 / 1 46 34 68 76.3 409 -3,774 13 / 1 46 34 76.3 409 - 10,165 55- Classroom Rm /Zn Tot 725 13 / 1 46 34 68 74.9 294 -2,270 13 / 1 46 34 74.9 294 -6,860 56- Classroom Rm /Zn Tot 725 13 / 1 46 34 68 74.9 294 -2,270 13 / 1 46 34 74.9 294 -6,860 57- Classroom Rm /Zn Tot 725 13 / 1 46 34 68 75.2 328 -2,643 13 / 1 46 34 75.2 328 -7,761 58- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.5 247 -2,896 13 / 1 46 34 78.5 247 -6,758 59- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.2 246 -2,799 13 / 1 46 34 78.2 246 -6,633 60- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.2 246 -2,799 13 / 1 46 34 78.2 246 -6,633 61- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.2 246 -2,799 13 / 1 46 34 78.2 246 -6,633 62- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.2 246 -2,799 13 / 1 46 34 78.2 246 -6,633 63- Classroom Rm /Zn Tot 805 13 / 1 46 34 68 78.2 246 -2,799 13 / 1 46 34 78.2 246 -6,633 64- Teacher Planning Rm /Zn Tot 592 13 / 1 46 34 68 84.0 109 -1,947 13 / 1 46 34 84.0 109 -3,645 65- Corridor Rm /Zn Tot 1,773 13 / 1 46 34 68 80.1 161 -2,171 13 / 1 46 34 80.1 161 -4,687 66- Reception Rm /Zn Tot 265 13 / 1 46 34 68 73.8 47 -303 13 / 1 46 34 73.8 47 -1,031 67- Office Rm /Zn Tot 135 13 / 1 46 34 68 78.9 95 -1,159 13 / 1 46 34 78.9 95 -2,644 68- Principal Rm /Zn Tot 160 13 / 1 46 34 68 79.0 97 -1,188 13 / 1 46 34 79.0 97 -2,705 69- Storage Rm /Zn Tot 60 13 / 1 46 34 68 79.5 5 -69 13 / 1 46 34 79.5 5 -152 70- Office Rm /Zn Tot 100 13 / 1 46 34 68 72.2 25 -114 13 / 1 46 34 72.2 25 -499 71- Office Rm /Zn Tot 100 13 / 1 46 34 68 72.2 25 -114 13 / 1 46 34 72.2 25 -499 65- Telecom Closet Rm/Zn Tot 50 13 / 1 46 34 68 74.2 20 -137 13 / 1 46 34 74.2 20 -444 AHU 1 -2 Sys Tot/Ave 13,278 46 34 68 77.5 3,881 - 40,940 46 34 77.5 3,881 - 101,533 AHU 1 -2 Sys Block 13,278 13 / 1 46 34 68 77.5 3,881 - 40,939 13 / 1 46 34 77.5 3,881 - 101,533 150- Mech Room Rm /Zn Tot 216 13 / 1 46 34 68 84.8 31 -582 13 / 1 46 34 84.8 31 -1,067 151- Telecom Rm/Zn Tot 128 13 / 1 46 34 68 74.6 46 -337 13 / 1 46 34 74.6 46 -1,048 152- Server Room Rm /Zn Tot 94 13 / 1 46 34 68 75.1 48 -377 13 / 1 46 34 75.1 48 -1,120 153- IT Office Rm /Zn Tot 168 13 / 1 46 34 68 72.0 52 -233 13 / 1 46 34 72.0 52 -1,050 154- Resource Room Rm /Zn Tot 350 13 / 1 46 34 68 77.7 115 -1,251 13 / 1 46 34 77.7 115 -3,050 155- Tech Classroom Rm /Zn Tot 560 13 / 1 46 34 68 77.3 206 -2,134 13 / 1 46 34 77.3 206 -5,355 156- Reading Room Rm /Zn Tot 1,258 13 / 1 46 34 68 78.3 409 -4,708 13 / 1 46 34 78.3 409 - 11,089 157- Admin Rm /Zn Tot 147 13 / 1 46 34 68 74.1 30 -204 13 / 1 46 34 74.1 30 -675 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter SchooRmiami shores.TRC Altemative - 1 Peak Htg Loads Main System report page 2 Description Floor Area ft2 PEAK HEATING LOADS MAIN SYSTEM By Spillis Candela DMJM SPACE OA Room Supply Space Space Peak Cond. Dry Dry Air Sensible Time DB/WB Bulb Bulb Flow Load Mo /Hr °F °F °F cfm Btu /h COIL OA Supply Coil Coil Peak Cond. Dry Air Sensible Time DB/WB Bulb Flow Load Mo /Hr °F °F cfm Btu /h 158- Mat Storage Rm /Zn Tot 275 13 / 1 46 34 68 91.6 46 -1,204 13 / 1 46 34 91.6 46 -1,919 159- Art Lab Rm /Zn Tot 1,015 13 / 1 46 34 68 82.8 275 -4,525 13 / 1 46 34 82.8 275 -8,815 160- Boys Toilets Rm /Zn Tot 280 13 / 1 46 34 68 86.6 30 -627 13 / 1 46 34 86.6 30 -1,099 161- Girls Toilets Rm /Zn Tot 280 13 / 1 46 34 68 86.6 30 -627 13 / 1 46 34 86.6 30 -1,099 AHU 2 -1 Sys Tot/Ave 4,771 46 34 68 79.4 1,318 - 16,810 46 34 79.4 1,318 - 37,387 AHU 2 -1 Sys Block 4,771 13 / 1 46 34 68 79.4 1,318 - 16,810 13 / 1 46 34 79.4 1,318 - 37,387 101- Mech Room Rm /Zn Tot 460 13 / 1 46 34 68 83.1 61 -1,027 13 / 1 46 34 83.1 61 -1,981 102- Electrical Room Rm /Zn Tot 300 13 / 1 46 34 68 74.0 192 -1,291 13 / 1 46 34 74.0 192 -4,286 103- Kitchen Rm /Zn Tot 638 13 / 1 46 34 68 70.0 595 -1,330 13 / 1 46 34 70.0 595 - 10,618 104- Storage Rm /Zn Tot 48 13 / 1 46 34 68 87.9 7 -162 13 / 1 46 34 87.9 7 -276 105- Dry Storage Rm /Zn Tot 96 13 / 1 46 34 68 87.9 15 -324 13 / 1 46 34 87.9 15 -552 106- Dining Rm/Zn Tot 2,650 13/ 1 46 34 68 77.3 1,227 - 12,769 13/ 1 46 34 77.3 1,227 - 31,918 107- Music Classroom Rm /Zn Tot 1,164 13 / 1 46 34 68 78.7 298 -3,560 13 / 1 46 34 78.7 298 -8,209 108- Material Storage Rm /Zn Tot 360 13 / 1 46 34 68 82.8 44 -728 13 / 1 46 34 82.8 44 -1,418 109- Instrument Storage Rm /Zn Tot 135 13 / 1 46 34 68 86.7 20 -425 13 / 1 46 34 86.7 20 -744 110- PE & MP Rm /Zn Tot 1,005 13 / 1 46 34 68 95.0 249 -7,478 13 / 1 46 34 95.0 249 - 11,358 111- Storage Rm /Zn Tot 137 13 / 1 46 34 68 91.4 19 -509 13 / 1 46 34 91.4 19 -813 112- Teacher Planning Rm /Zn Tot 119 13 / 1 46 34 68 86.7 26 -534 13 / 1 46 34 86.7 26 -933 113- PE Storage Rm /Zn Tot 266 13 / 1 46 34 68 93.1 53 -1,495 13 / 1 46 34 93.1 53 -2,328 AHU 3 -1 Sys Tot/Ave 7,378 46 34 68 78.1 2,806 - 31,633 46 34 78.1 2,806 - 75,435 AHU 3 -1 Sys Block 7,378 13 / 1 46 34 68 78.1 2,806 - 31,633 13 / 1 46 34 78.1 2,806 - 75,434 Project Name: Miami Shores Charter School Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Altemative -1 Peak Htg Loads Main System report page 3 Design Cooling Load Summary By Spillis Candela DMJM Miami Shores Charter School Miami Shores Florida System - AHU 1 -1 Type - Variable Volume Reheat (30% Min Flow Default) COOLING COIL LOAD INFORMATION Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total =_> Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Terminal Bypass Total Cooling Loads Sensible Latent Btu /h Btu /h 24,268 14,098 4,371 0 0 316 0 47,817 76,000 40,028 3,568 210,465 87,068 -401 26,082 0 0 2,170 0 20,493 0 0 0 0 0 60,800 0 10,075 70,875 Coil Location - System Coil Peak Calculation Time: August, hour 15 Ambient DB/WB /HR: 91 / 80 / 137 Total Percent Btu /h of Total 24,268 3.7 % 14,098 2.1 % 4,371 0.7 % 0 0.0 % 0 0.0 % 316 0.0 % 0 0.0% 47,817 7.2 % 136,800 20.6 % 40,028 6.0 % 13,643 2.1 % 281,340 42.5 % 245,819 332,887 50.2 % 0 -401 -0.1 % 26,082 3.9 % 0 0.0% 0 0.0 % 2,170 0.3 % 0 0.0 % 20,493 3.1 % 0 0 0.0 % 0 0.0% 0 0.0% 0 0.0% 0 0 0.0% 345,876 316,694 662,570 100.0 % COOLING COIL SELECTION Coil Selection Parameters Coil Entering Air (DB / WB) Coil Entering Humidity Ratio Coil Leaving Air (DB / WB) Coil Leaving Humidity Ratio Coil Sensible Load Coil Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 82.1 /71.1 °F 96.95 gr/lb 54.0 /52.5 °F 56.47 gr/lb 345.88 MBh 662.57 MBh 56.13 °F 11,003.22 cfm 50.13 % 55.2 ton 241.66 ft2 /ton 13,343 ft2 0.88 cfm /ft2 213.44 cfm /ton 41.4 % TETD -TAI Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative -1 Design Cooling Load report page 1 Design Cooling Load Summary By Spillis Candela DMJM Miami Shores Charter School Miami Shores Florida System - AHU 1 -2 Type - Variable Volume Reheat (30% Min Flow Default) COOLING COIL LOAD INFORMATION Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub - Total =_> Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Terminal Bypass Total Cooling Loads Sensible Latent Btu /h Btufi 22,042 12,672 4,620 808 0 425 0 47,584 85,500 31,120 0 204,770 97,951 -428 26,875 0 0 1,802 12,692 20,393 0 0 0 0 0 68,400 0 0 68,400 273,892 0 Coil Location - System Coil Peak Calculation Time: August, hour 15 Ambient DB/WB /HR: 91 / 80 / 137 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu/h of Total 22,042 3.1 % 12,672 1.8 % 4,620 0.7 cro 808 0.1 % 0 0.0% 425 0.1 % 0 0.0% 47,584 6.7 % 153,900 21.8 % 31,120 4.4% 0 0.0% 273,170 38.7 % 371,843 52.6 % -428 -0.1 % 26,875 3.8 % 0 0.0 % 0 0.0 % 1,802 0.3 % 12,692 1.8 % 20,393 2.9 % 0 0 0.0% 0 0.0 % 0 0.0% 0 0.0 % 0 0 0.0 % 364,055 342,292 706,347 100.0 % Coil Entering Air (DB / WB) Coil Entering Humidity Ratio Coil Leaving Air (DB / WB) Coil Leaving Humidity Ratio Coil Sensible Load Coil Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 82.8 /71.9 °F 100.24 glib 54.0/52.9 °F 57.88 gr/lb 364.06 MBh 706.35 MBh 56.13 °F 11,337.72 cfm 50.65 % 58.9 ton 225.58 ft2 /ton 13,278 ft2 0.90 cfm /ft2 201.99 cfm /ton 46.2 % TETD -TA1 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Altemative -1 Design Cooling Load report page 2 Design Cooling Load Summary By Spillis Candela DMJM Miami Shores Charter School Miami Shores Florida System - AHU 2 -1 Type - Variable Volume Reheat (30% Min Flow Default) COOLING COIL LOAD INFORMATION Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub - Total =_> Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Terminal Bypass Total Cooling Loads Sensible Btu /h 4,344 2,816 4,350 615 0 728 0 17,098 24,000 17,946 0 71,895 34,256 -331 6,940 0 0 1,629 4,174 7,328 0 0 0 0 0 Latent Btu /h 19,200 0 0 19,200 92,674 0 Coil Location - System Coil Peak Calculation Time: August, hour 15 Ambient DB/WB /HR: 91 / 80 / 137 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 4,344 1.8 % 2,816 1.2 % 4,350 1.8 % 615 0.3 % 0 0.0 % 728 0.3 % 0 0.0% 17,098 7.2 % 43,200 18.2 % 17,946 7.5 % 0 0.0 % 91,095 38.3 % 126,930 53.4 % -331 -0.1 % 6,940 2.9 % 0 0.0 % 0 0.0% 1,629 0.7 % 4,174 1.8 % 7,328 3.1 % 0 0 0.0% 0 0.0 % 0 0.0 % 0 0.0% 0 0 0.0 % 125,891 111,874 237,765 100.0 % Coi Coi Coi Coi Coi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Coi Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 83.0 / 72.2 °F 101.95 gr/lb 54.0/53.9 °F 61.84 gr /Ib 125.89 MBh 237.76 MBh 55.59 °F 3,903.61 cfm 52.40 % 19.8 ton 240.79 ft2 /ton 4,771 ft2 0.86 cfm /ftZ 206.88 cfm /ton 46.8 % TETD -TA1 Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Alternative -1 Design Cooling Load report page 3 Design Cooling Load Summary By Spillis Candela DMJM Miami Shores Charter School Miami Shores Florida System - AHU 3 -1 Type - Variable Volume Reheat (30% Min Flow Default) COOLING COIL LOAD INFORMATION Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total =_> Ventilation Load Exhaust Heat Supply Fan Load Return Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Terminal Bypass Total Coo ling Loads Sensible Latent Btu /h Btu /h 0 0 7,289 1,066 0 203 0 26,440 74,730 47,919 8,921 166,569 61,080 12,194 21,558 94,832 Coil Location - System Coil Peak Calculation Time: August, hour 15 Ambient DB/WB /HR: 91 / 80 / 137 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 0 0.0 % 0 0.0 % 7,289 1.5 % 1,066 0.2 % 0 0.0 % 203 0.0 % 0 0.0 % 26,440 5.4 % 135,810 27.7 % 60,113 12.3 % 30,479 6.2 % 261,401 53.3 % 55,310 133,658 188,968 38.5 % -452 0 -452 -0.1 % 20,860 20,860 4.3 % 0 0 0.0 % 0 0 0.0% 1,678 1,678 0.3 % 6,459 6,459 1.3 % 11,332 11,332 2.3 % 0 0 0 0.0% 0 0 0.0% 0 0 0.0 % 0 0 0.0% 0 0 0 0.0% 261,756 228,490 490,246 100.0 % Coil Entering Air (DB / WB) Coil Entering Humidity Ratio Coil Leaving Air (DB / WB) Coil Leaving Humidity Ratio Coil Sensible Load Coil Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 80.7/70.7 °F 97.10 gr /Ib 54.0/53.6 °F 60.74 gr /Ib 261.76 MBh 490.25 MBh 56.13 °F 8,800.42 cfm 57.96 % 40.9 ton 180.60 ftz /ton 7,378 ft2 1.25 cfm/ft2 225.63 cfm /ton 33.6 % TETD -TAI Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Altemative -1 Design Cooling Load report page 4 Design Cooling Load Summary By Spillis Candela DMJM Miami Shores Charter School Miami Shores Florida System - FCU -1 Stair 1 Bldg -1 Type - Packaged Terminal Air Conditioner Coil Location - System Coil Peak Calculation Time: June, hour 22 Ambient DB/WB /HR: 81 / 74 / 115 COOLING COIL LOAD INFORMATION COOLING COIL SELECTION Load Component Sensible Btu /h Solar Gain 0 Glass Transmission 0 Wall Transmission 2,471 Roof Transmission 945 Floor Transmission 0 Partition Transmission 2,842 Net Ceiling Load 0 Lighting 2,027 People 0 Misc. Equipment Loads 0 Cooling Infiltration 0 Sub -Total =_> 8,285 Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Terminal Bypass Total Cooling Loads 0 0 178 0 0 0 0 0 0 0 0 0 0 8,462 Latent Btu /h 0 0 0 0 0 0 0 0 0 Total Percent Btu /h of Total 0 0 2,471 945 0 2,842 0 2,027 0 0 0 8,285 0 0 178 0 0 0 0 0 0 0 0 0 0 8,462 0.0 % 0.0 % 29.2 % 11.2 % 0.0 % 33.6 % 0.0 % 24.0 % 0.0 % 0.0 % 0.0 % 97.9 % 0.0 % 0.0 % 2.1 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 100.0 % Coil Selection Parameters Coil Entering Air (DB / WB) Coil Entering Humidity Ratio Coil Leaving Air (DB / WB) Coil Leaving Humidity Ratio Coil Sensible Load Coil Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 75.0/53.6 °F 26.94 gr/lb 56.0 / 44.9 °F 26.60 gr/lb 8.46 MBh 8.46 MBh 56.40 °F 399.41 cfm 16.87 % 0.7 ton 561.55 ft2 /ton 396 ft2 1.01 cfm /ft2 566.38 cfm /ton 0.0 % TETD -TAI Project Name: Miami Shores Charter School TRACE® 700 v4.1 calculated at 06:44 PM on 07/28/2004 Dataset Name: D: \CDS \TRACE700 \Projects \Miami Shores Charter School \miami shores.TRC Altemative -1 Design Cooling Load report page 5 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 FORM 400A -2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: MIAMI SHORES VILLAGE, DADE COUNTY, FL (232600) Short Desc: 032113050 Owner: City of Miami Shores Address: City: Miami Shores State: Florida Zip: 0 Type: School (educational) Class: New Finished building Project: Miami Shores Doctors Charter School PermitNo: 0 Storeys: 2 GrossArea: 39095 Net Area: 39095 Max Tonnage: 175 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use Other Envelope Requirements - A LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? 92.56 100.00 PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: Igor F. Gonzalez, P.E. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: 2 J ` 4.. DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: If required by Florida law, I hereby certify ( *) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT : Tania Tzamtzis AR000015369 ELECTRICAL SYSTEM DESIGNER: Emilio Rivero, P.E. 42709 LIGHTING SYSTEM DESIGNER: Emilio Rivero, P.E. 42709 MECHANICAL SYSTEM DESIGNER: Igor F. Gonzalez, P.E. 56098 PLUMBING SYSTEM DESIGNER: Igor F. Gonzalez, P.E. 56098 ( *) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed /sealed plans. 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 2 Project: 032113050 Title: Miami Shores Doctors Charter School Type: School (educational) Location: MIAMI SHORES VILLAGE, DADE COUNTY, FL (232600) Whole Building Compliance Total Design Reference 92.56 100.00 ELECTRICITY 92.56 100.00 AREA LIGHTS 9.23 11.09 MISC EQUIPMT 2.73 2.73 PUMPS & MISC 4.01 4.35 SPACE COOL 65.07 65.16 VENT FANS 11.53 16.68 Credits & Penalties (if any): Modified Points: = 92.57 PASSES Project: 032113050 Title: Miami Shores Doctors Charter School Type: School (educational) Location: MIAMI SHORES VILLAGE, DADE COUNTY, FL (232600) Other Envelope Requirements Item Zone Description Design Limit Meet Req. Roofl Roofl Roofl Zone -1 -2 Zone -2 -1 Zone -3 -1 Exterior Roof - Max Uo Limit Exterior Roof - Max Uo Limit Exterior Roof - Max Uo Limit 0.05 0.05 0.05 0.09 0.09 0.09 Yes Yes Yes Meets Other Envelope Requirements 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 3 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 4 External Lighting Compliance Description Category Allowance Area or Length ELPA (W/Unit) or No. of Units (W) (Sqft or ft) CLP (W) I I None 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 4 Project: 032113050 Title: Miami Shores Doctors Charter School Type: School (educational) Location: MIAMI SHORES VILLAGE, DADE COUNTY, FL (232600) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance 1 -1 -1 3 Classroom/Lecture Hall 7,700 1 10 10 PASSES 1 -1 -2 2 Corridor 1,919 1 4 2 PASSES 1 -1 -3 22 Lobby (General) - Elevator Lobbies 685 1 2 2 PASSES 1 -1 -4 21 Lobby (General) - Reception and 464 1 2 2 PASSES Waiting 1 -1 -5 35 Common Activity Areas - 219 1 2 2 PASSES Conference/Meeting Room 1 -1 -6 28 Offices (Partitions >4.5 ft below 645 1 4 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions 1 -1 -7 46 Storage & Warehouse - Fine Active 336 1 3 2 PASSES Storage 1 -1 -8 64 Hospital/Nursing Home - Dental 160 1 2 2 PASSES Suite/Exam/Treatment 1 -1 -9 36 Common Activity Areas - 460 1 2 2 PASSES Computer /Office Equipment 1 -1 -10 4 Electrical Mechanical Equipment 748 1 3 2 PASSES Room - General 1 -2 -1 3 Classroom/Lecture Hall 9,410 1 11 9 PASSES 1 -2 -2 2 Corridor 1,773 1 4 2 PASSES 1 -2 -3 21 Lobby (General) - Reception and 265 1 2 2 PASSES Waiting 1 -2 -4 28 Offices (Partitions >4.5 ft below 495 1 4 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions 1 -2 -5 46 Storage & Warehouse - Fine Active 300 1 3 2 PASSES Storage 1 -2 -6 36 Common Activity Areas - 592 1 2 2 PASSES Computer /Office Equipment 1 -2 -7 4 Electrical Mechanical Equipment 756 1 3 2 PASSES Room - General 2 -1 -1 3 Classroom/Lecture Hall 3,183 1 5 4 PASSES 2 -1 -2 28 Offices (Partitions >4.5 ft below 315 1 2 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions 2 -1 -3 46 Storage & Warehouse - Fine Active 275 1 2 2 PASSES Storage 2 -1 -4 4 Electrical Mechanical Equipment 438 1 3 2 PASSES Room - General 2 -1 -5 13 Toilet and Washroom 560 1 2 2 PASSES 3 -1 -1 3 Classroom/Lecture Hall 1,165 1 2 2 PASSES 3 -1 -2 6 Food Service - Fast Food/Cafeteria 3,655 1 4 3 PASSES 3 -1 -3 46 Storage & Warehouse - Fine Active 860 1 4 2 PASSES Storage 3 -1 -4 9 Food Service - Kitchen 638 1 2 2 PASSES 3 -1 -5 28 Offices (Partitions >4.5 ft below 320 1 3 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 5 I 3 -1 -6 4 Electrical Mechanical Equipment 760 1 2 2 PASSES Room - General I PASSES 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 6 Project: 032113050 Title: Miami Shores Doctors Charter School Type: School (educational) Location: MIAMI SHORES VILLAGE, DADE COUNTY, FL (232600) System Report Compliance AHU -1 -1 AHU -1 -1: serves Bldg. 1, ground floor Variable Air Volume Built -up No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler (Supply) - 0.78 1.25 PASSES System - Supply Variable Volume AHU -1 -2 AHU -1 -2: serves Bldg. 1, second floor Variable Air Volume Built -up No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler (Supply) - 0.83 1.25 PASSES System - Supply Variable Volume AHU -2 -1 AHU -2 -1: serves Bldg. 2 Variable Air Volume Built -up No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler (Supply) - 0.58 1.25 PASSES System - Supply Variable Volume AHU -3 -1 AHU -3 -1: serves Bldg. 3 Variable Air Volume Built -up No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler (Supply) - 1.12 1.25 PASSES System - Supply Variable Volume PASSES 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 7 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 8 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Open centrifugal, screw 1 175 3.0 2.5 2.5 2.5 Water Chilling Packages PASSES or scroll chiller (Elec), Air Cooled, 150 and Greater I PASSES None Water Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance None 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 8 Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in /hr Thick [in] Thick [in] [F] .SF.F1 None 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 8 Project: 032113050 Title: Miami Shores Doctors Charter School Type: School (educational) Location Other Required Compliance Category Infiltration System Ventilation ADS T &B Electrical Motors Lighting O &M Roof/Ceil Report Section Requirement (write N/A in box if not applicable) Check 406.1 Infiltration Criteria have been met 407.1 HVAC Load sizing has been performed 409.1 Ventilation criteria have been met 410.1 Duct sizing and Design have been performed 410.1 Testing and Balancing will be performed 413.1 Metering criteria have been met 414.1 Motor efficiency criteria have been met 415.1 Lighting criteria have been met 102.1 Operation/maintenance manual will be provided to owner 404.1 R -19 for Roof Deck with supply plenums beneath it 101 Input Report Print -Out from EnergyGauge FlaCom attached? 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 9 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Project Information Project Name: 032113050 Project Title: Miami Shores Doctors Charter School Address: State: Florida Zip: 0 Owner: City of Miami Shores Orientation: North Building Type: School (educational) Building Classification: New Finished building No.of Storeys: 2 GrossArea: 39095 Zones No Acronym Description Type Load Profile Area Multiplier Total Area [sf] [sfJ 1 Zone -1 -1 2 Zone -1 -2 3 Zone -2 -1 4 Zone -3 -1 AHU -1 -1 - Bldg. 1, 1st CONDITIONED Uses Building Load 13335.8 1 13335.8 Floor Profile AHU -1 -2 - Bldg. 1, 2nd CONDITIONED Uses Building Load 13591.0 1 13591.0 Floor Profile AHU -2 -1 - Bldg. 2, 1st CONDITIONED Uses Building Load 4771.0 1 4771.0 Floor Profile AHU -3 -1 - Bldg. 3, 1st CONDITIONED Uses Building Load 7397.6 1 7397.6 Floor Profile 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 1 Spaces No Acronym Description Type Depth [ft] Width [ft] Height Multi Total Area Total Volume [ft] plier [sf] [cf] In Zone: Zone -1 -1 1 1 -1 -1 Classrooms 2 1 -1 -2 Corridors 3 1 -1 -3 Lobby 7 1 -1 -7 8 1 -1 -8 9 1 -1 -9 Reception Area Conference Room Offices Storage Spaces Clinic Lounge/T.P. 10 1 -1 -10 Elec/Mech Rooms In Zone: Zone -1 -2 1 1 -2 -1 Classrooms 2 1 -2 -2 3 1 -2 -3 4 1 -2-4 5 1 -2 -5 Corridors Reception Area Offices Storage Spaces Classroom/Lecture Hall Corridor Lobby (General) - Elevator Lobbies Lobby (General) - Reception and Waiting Common Activity Areas - Conference/Meeting Room Offices (Partitions >4.5 ft below ceiling) Enclosed offices, all open plan offices without partitions Storage & Warehouse - Fine Active Storage Hospital/Nursing Home - Dental Suite/Exam/Treatment Common Activity Areas - Computer/Office Equipment Electrical Mechanical Equipment Room - General Classroom/Lecture Hall Corridor Lobby (General) - Reception and Waiting Offices (Partitions >4.5 ft below ceiling) Enclosed offices, all open plan offices without partitions Storage & Warehouse - Fine Active Storage 35.00 220.00 14.00 1 7700.0 9.50 202.00 14.00 1 1919.0 16.00 42.80 14.00 1 684.8 20.00 23.20 14.00 1 464.0 12.00 18.25 14.00 1 219.0 15.00 43.00 14.00 1 645.0 8.00 42.00 14.00 1 336.0 10.00 16.00 14.00 1 160.0 20.00 23.00 14.00 1 460.0 20.00 37.40 14.00 1 748.0 40.00 235.25 14.00 1 9410.0 9.00 197.00 14.00 1 1773.0 13.25 20.00 14.00 1 265.0 10.00 49.50 14.00 1 495.0 10.00 30.00 14.00 1 300.0 107800.0 26866.0 9587.2 6496.0 3066.0 9030.0 4704.0 2240.0 6440.0 10472.0 131740.0 24822.0 3710.0 6930.0 4200.0 ❑ 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 2 6 7 In Zone: 1 -2 -6 1 -2 -7 Zone -2 -1 Teacher Planning Elec/Mech Rooms Common Activity Areas - Computer /Office Equipment Electrical Mechanical Equipment Room - General 16.00 20.00 37.00 37.80 14.00 14.00 1 1 592.0 756.0 8288.0 10584.0 0 1 2 -1 -1 Classrooms Classroom/Lecture Hall 20.00 159.15 14.00 1 3183.0 44562.0 2 2 -1 -2 Admin areas Offices (Partitions >4.5 ft below ceiling) Enclosed offices, all open plan offices without partitions 10.50 30.00 14.00 1 315.0 4410.0 0 3 2 -1 -3 Storage space Storage & Warehouse - Fine 10.00 27.50 14.00 1 275.0 3850.0 Active Storage 4 2 -1-4 Elec/Mech Rooms Electrical Mechanical 15.00 29.20 14.00 1 438.0 6132.0 ❑ Equipment Room - General 5 2 -1 -5 Toilets w/ AC Toilet and Washroom 20.00 28.00 14.00 1 560.0 7840.0 LJ In Zone: Zone -3 -1 1 3 -1 -1 Classrooms Classroom/Lecture Hall 32.35 36.00 14.00 1 1164.6 16304.4 0 2 3 -1 -2 Dinning Area Food Service - Fast 50.00 73.10 14.00 1 3655.0 51170.0 0 (Cafeteria) Food/Cafeteria 3 3 -1 -3 Storage spaces Storage & Warehouse - Fine 20.00 43.00 14.00 1 860.0 12040.0 ❑ Active Storage 4 3 -1 -4 Kitchen Food Service - Kitchen 20.00 31.90 14.00 1 638.0 8932.0 0 5 3 -1 -5 Office spaces Offices (Partitions >4.5 ft below ceiling) Enclosed offices, all open plan offices without partitions 10.00 32.00 14.00 1 320.0 4480.0 0 6 3 -1 -6 Elec/Mech Rooms Electrical Mechanical 20.00 38.00 14.00 1 760.0 10640.0 0 Equipment Room - General Lighting No Type Power Control Type No.of [W] Ctrl pts In Zone: Zone -1 -1 In Space: 1 -1 -1 1 Recessed Fluorescent - No vent 14000.00 Manual On/Off 10 0 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 3 In Space: 1 -1 -2 1 Recessed Fluorescent - No vent 1500.00 Manual On/Off 4 0 In Space: 1 -1 -3 1 Recessed Fluorescent - No vent 500.00 Manual On/Off 2 0 In Space: 1 -1 -4 1 Recessed Fluorescent - No vent 440.00 Manual On/Off 2 0 In Space: 1 -1 -5 1 Recessed Fluorescent - No vent 350.00 Manual On/Off 2 D In Space: 1 -1 -6 1 Recessed Fluorescent - No vent 1300.00 Manual On/Off 4 0 In Space: 1 -1 -7 1 Recessed Fluorescent - No vent 300.00 Manual On/Off 3 0 In Space: 1 -1 -8 1 Recessed Fluorescent - No vent 250.00 Manual On/Off 2 0 In Space: 1 -1 -9 1 Recessed Fluorescent - No vent 900.00 Manual On/Off 2 0 In Space: 1 -1 -10 1 Recessed Fluorescent - No vent 450.00 Manual On/Off 3 0 In Zone: Zone -1 -2 In Space: 1 -2 -1 1 Recessed Fluorescent - No vent 13500.00 Manual On/Off 11 0 In Space: 1 -2 -2 1 Recessed Fluorescent - No vent 1350.00 Manual On/Off 4 0 In Space: 1 -2 -3 1 Recessed Fluorescent - No vent 250.00 Manual On/Off 2 0 In Space: 1 -2 -4 1 Recessed Fluorescent - No vent 1000.00 Manual On/Off 4 0 In Space: 1 -2 -5 1 Recessed Fluorescent - No vent 300.00 Manual On/Off 3 0 In Space: 1 -2 -6 1 Recessed Fluorescent - No vent 1100.00 Manual On/Off 2 0 In Space: 1 -2 -7 1 Recessed Fluorescent - No vent 450.00 Manual On/Off 3 0 In Zone: Zone -2 -1 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 4 In Space: 2 -1 -1 1 Recessed Fluorescent - No vent 5000.00 Manual On/Off 5 0 In Space: 2 -1 -2 1 Recessed Fluorescent - No vent 550.00 Manual On/Off 2 0 In Space: 2 -1 -3 1 Recessed Fluorescent - No vent 250.00 Manual On/Off 2 In Space: 2 -1-4 1 Recessed Fluorescent - No vent 300.00 Manual On/Off 3 0 In Space: 2 -1 -5 1 Recessed Fluorescent - No vent 400.00 Manual On/Off 2 0 In Zone: Zone -3 -1 In Space: 3 -1 -1 1 Recessed Fluorescent - No vent 1800.00 Manual On/Off 2 0 In Space: 3 -1 -2 1 Recessed Fluorescent - No vent 4000.00 Manual On/Off 4 0 In Space: 3 -1 -3 1 Recessed Fluorescent - No vent 750.00 Manual On/Off 4 0 In Space: 3 -1 -4 1 Recessed Fluorescent - No vent 800.00 Manual On/Off 2 0 In Space: 3 -1 -5 1 Recessed Fluorescent - No vent 550.00 Manual On/Off 3 0 In Space: 3 -1 -6 1 Recessed Fluorescent - No vent 500.00 Manual On/Off 2 • Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity Itb /cf] [h.sf.F/Btu] [Btu/sf.F] In Zone: Zone -1 -1 1 North Wall 0.75 in. stucco, 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 204.00 14.00 1 2856.0 North 0.0838 11.2245 50.24 11.94 0 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 5 2 East Wall 3 South Wall 4 West Wall In Zone: Zone -1 -2 1 North Wall 2 East Wall 3 South Wall 4 West Wall In Zone: Zone -2 -1 1 North Wall 2 East Wall 3 South Wall 4 West Wall In Zone: Zone -3 -1 1 North Wall 0.75 in. stucco, 82.50 14.00 1 1155.0 East 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 204.00 14.00 1 2856.0 South 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 82.50 14.00 1 1155.0 West 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 168.50 14.00 1 2359.0 North 0.0838 11.2245 50.24 11.94 ❑ 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 54.50 14.00 1 763.0 East 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 199.00 14.00 1 2786.0 South 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 64.00 14.00 1 896.0 West 0.0838 11.2245 50.24 11.94 0 2"styro,8"CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 49.00 14.00 1 686.0 North 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 109.00 14.00 1 1526.0 East 0.0838 11.2245 50.24 11.94 0 2 "styro, 8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 49.00 14.00 1 686.0 South 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 109.00 14.00 1 1526.0 West 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 0.75 in. stucco, 122.50 14.00 1 1715.0 North 0.0838 11.2245 50.24 11.94 0 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 6 2 East Wall 0.75 in. stucco, 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 3 South Wall 0.75 in. stucco, 2 "styro, 8 "CMU,1 x2 x24 "oc,airspace, 4 West Wall 0.75 in. stucco, 2 "styro,8 "CMU,1x2 x24 "oc,airspace, 76.00 14.00 1 1064.0 122.50 14.00 1 1715.0 76.00 14.00 1 1064.0 East South West 0.0838 11.2245 0.0838 11.2245 0.0838 11.2245 50.24 50.24 50.24 11.94 0 11.94 0 11.94 0 Windows No Description Type Shaded UCen SC Vis.Tr W H (Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] In Zone: Zone -1 -1 In Wall: Wall -N 1 North wall windows w/ overhang User Defined Yes 1.1000 1.00 0.90 5.00 6.00 8 240.0 2 North wall windows w /out overhang User Defined No 1.1000 1.00 0.90 5.00 6.00 6 180.0 E In Wall: Wall -S 1 South wall full windows (5x6) User Defined No 1.1000 1.00 0.90 5.00 6.00 10 300.0 2 South wall half window (2.5x6) User Defined No 1.1000 1.00 0.90 2.50 6.00 1 15.0 3 South wall door with glass User Defined Yes 1.1000 1.00 0.90 5.00 6.00 1 30.0 In Wall: Wall -W 1 West wall doors with glass User Defined Yes 1.1000 1.00 0.90 5.00 6.00 3 90.0 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 7 In Zone: Zone -1 -2 In Wall: Wall -E 1 East wall window User Defined No 1.1000 1.00 0.90 5.00 6.00 1 30.0 LI In Wall: Wall -N 1 North wall User Defined windows w /out overhang No 1.1000 1.00 0.90 5.00 6.00 14 420.0 In Wall: Wall -S 1 South wall full User Defined windows (5x6) No 1.1000 1.00 0.90 5.00 6.00 13 390.0 LJ In Zone: Zone -2 -1 In Wall: Wall -E 1 East wall windows User Defined Yes 1.1000 1.00 0.90 4.00 4.00 5 80.0 In Wall: Wall -N 1 North wall User Defined windows in doors Yes 1.1000 1.00 0.90 2.00 3.00 2 12.0 In Wall: Wall -S 1 South wall User Defined windows No 1.1000 1.00 0.90 3.50 4.00 1 14.0 0 In Wall: Wall -W 1 West wall windowsUser Defined Yes 1.1000 1.00 0.90 2.00 3.50 5 35.0 In Zone: Zone -3 -1 In Wall: Wall -E 1 East wall small User Defined window Yes 1.1000 1.00 0.90 2.00 3.50 1 7.0 In Wall: Wall -N 1 North wall tall User Defined windows Yes 1.1000 1.00 0.90 1.80 6.00 4 43.2 2 North wall short User Defined window Yes 1.1000 1.00 0.90 4.00 4.00 1 16.0 3 North wall doors User Defined with glass Yes 1.1000 1.00 0.90 2.25 6.00 6 81.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [1b /cf] [Btu/sf. F] [h.sf.FBtu] In Zone: Zone -1 -1 In Wall: Wall -E 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 8 1 East wall doors Aluminum door, No 6.00 7.00 2 42.0 0.1919 43.67 0.53 5.21 D 1.25 in. polystyrene In Wall: Wall -S 1 South wall door Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 J 1.25 in. polystyrene In Zone: Zone -2 -1 In Wall: Wall -N 1 North wall doors Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 [J 1.25 in. polystyrene In Wall: Wall -E 1 East wall doors Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 L� 1.25 in. polystyrene In Wall: Wall -S 1 South wall door Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 [] 1.25 in. polystyrene In Wall: Wall -W 1 West wall doors Aluminum door, No 3.00 7.00 3 21.0 0.1919 43.67 0.53 5.21 EJ 1.25 in. polystyrene In Zone: Zone -3 -1 In Wall: Wall -N 1 North wall doors ( Aluminum door, No 1.50 7.00 6 10.5 0.1919 43.67 0.53 5.21 EJ 1.25 in. polystyrene In Wall: Wall -E 1 East wall doors Aluminum door, Yes 3.00 7.00 5 21.0 0.1919 43.67 0.53 5.21 El 1.25 in. polystyrene In Wall: Wall -S 1 South wall doors Aluminum door, No 3.00 7.00 6 21.0 0.1919 43.67 0.53 5.21 [] 1.25 in. polystyrene 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 9 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 10 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [ Btu/sf. F] [1b /cf] [h.sf.FBtu] In Zone: Zone -1 -2 1 Roof at 2nd level forMtl Bldg Roof/R -19 Bldg. 1 Batt In Zone: Zone -2 -1 1 Roof above ground Mtl Bldg Roof/R-19 level for Bldg. 2 Batt In Zone: Zone -3 -1 1 Roof above ground Mtl Bldg Roof/R -19 level for Bldg. 3 Batt 200.00 80.40 1 16080.0 0.00 0.0492 1.34 109.00 49.00 1 5341.0 0.00 0.0492 1.34 107.16 76.00 1 8144.2 0.00 0.0492 1.34 9.49 20.34 9.49 20.34 9.49 20.34 ❑ ❑ ❑ Skylights No Description Type UCen Shading Vis.Trans W H (Effec) Multiplier [ Btu/hr sf F] Coeff [ft] [ft] Area Total Area [Sf] [Sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. [ft] [ft] plier [sf] [ Btu/hr. sf. F] [Btu/sf. FI [lb /cf] R -Value [h.sf.FBtu] In Zone: Zone -1 -1 1 Floor at ground level Concrete floor, for Bldg. 1 carpet and rubber pad In Zone: Zone -2 -1 1 Floor at ground level Concrete floor, for Bldg. 2 carpet and rubber pad In Zone: Zone -3 -1 82.50 204.00 1 16830.0 0.5987 9.33 140.00 109.00 49.00 1 5341.0 0.5987 9.33 140.00 1.67 1.67 ❑ ❑ 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 10 1 Floor at ground level Concrete floor, for Bldg. 3 carpet and rubber pad 107.16 76.00 1 8144.2 0.5987 9.33 140.00 1.67 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 11 Systems AHU -1 -1 AHU -1 -1: serves Bldg. 1, ground floor Variable Air Volume Built -up System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Compliance Not Applicable) Air Handling System - Supply (Air Handler (Supply) - Variable Volume) 662000.00 11500.00 0.78 AHU -1 -2 AHU -1 -2: serves Bldg. 1, second floor Variable Air Volume Built -up System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Compliance Not Applicable) Air Handling System - Supply (Air Handler (Supply) - Variable Volume) 708000.00 12000.00 0.83 AHU -2 -1 AHU -2 -1: serves Bldg. 2 Variable Air Volume Built -up System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Compliance Not Applicable) Air Handling System - Supply (Air Handler (Supply) - Variable Volume) 238000.00 4000.00 0.58 EJ AHU -3 -1 AHU -3 -1: serves Bldg. 3 Variable Air Volume Built -up System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Compliance Not Applicable) Air Handling System - Supply (Air Handler (Supply) - Variable Volume) 490000.00 8800.00 1.12 D 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 11 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SC VLT Frame Frame Conductance Absorptance [Btu/h.sf.F] ApLbWndl User Defined 1 1.1000 1.0000 0.9000 0.4340 0.7000 0 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 12 Ext- Lighting Plant Description Categories. Area/Len/No. of units [sf /ft/No] Wattage [W] Equipment Category Size Inst.No Eff. IPLV 1 Open centrifugal, screw or scroll chiller Cooling Equipment 175.0 [Tons] 1 2.98 [COP] 2.50 ❑ Piping No Type Operating Temperature [F] Insulation Nomonal pipe Conductivity Diameter [ Btu - in/h.sf.F] [in] Insulation Thickness [in] Is Runout? Water Heaters ■ W- Heater Description Capacit Cap.Unit TIP Rt. Efficienc Loss Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SC VLT Frame Frame Conductance Absorptance [Btu/h.sf.F] ApLbWndl User Defined 1 1.1000 1.0000 0.9000 0.4340 0.7000 0 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 12 Ext- Lighting Description Categories. Area/Len/No. of units [sf /ft/No] Wattage [W] Piping No Type Operating Temperature [F] Insulation Nomonal pipe Conductivity Diameter [ Btu - in/h.sf.F] [in] Insulation Thickness [in] Is Runout? ■ Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SC VLT Frame Frame Conductance Absorptance [Btu/h.sf.F] ApLbWndl User Defined 1 1.1000 1.0000 0.9000 0.4340 0.7000 0 8/2/2004 EnergyGauge F1aCom FLCCSB v1.22 12 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] [ft] [Btu/h.ft.F] [1b /cf] [Btu/Ib.F] 18 Mat118 2 M. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 ❑ 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1- 1 /4IN, 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1 /2IN 206 Mat1206 CELLULOSE,FILL,5.5IN,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Mat1151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Mat1123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,81N,HOLLOW 159 Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW- UNDRD- 140LB -41N 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 72 Mat172 AIR LAYER, 3/41N OR Yes 0.9000 ❑ LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4 @16" oc + Rl 1 Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2IN, 105 Mat1105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD, SOFT, 1 -1 /21N No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 0 block 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 86 Mat186 BRICK, COMMON, 41N No 0.8012 0.3333 0.4160 120.00 0.2000 0 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 13 211 Mat1211 POLYSTYRENE,EXP.,1 /2I No N, 2.0850 0.0417 0.0200 1.80 0.2900 ❑ 12 Mat112 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 218 Mat1218 POLYURETHANE,EXP.,1 /2 No 3.2077 0.0417 0.0130 1.50 0.3800 IN, 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4 @24" oc + Rl l Batt No 10.4179 0.2917 0.0280 7.11 0.2000 272 Mat1272 Panel with 7/16" panels Yes 0.9044 273 Mat1273 Hollow core flush (1.375") Yes 1.2777 274 Mat1274 Solid core flush (1.375 ") Yes 1.7141 275 Mat1275 Panel with 7/16" panels Yes 1.0019 (1.375 ") 276 Mat1276 Hollow core flush (1.75 ") Yes 1.3239 277 Mat1277 Panel with 1 -1/8" panels Yes 1.7141 (1.75 ") 278 Mat1278 Solid core flush (1.75 ") Yes 1.6500 279 Mat1279 Solid core flush (2.25 ") Yes 2.8537 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 281 Mat1281 Paper Honeycomb core Yes 0.9357 282 Mat1282 Solid Urethane foam core Yes 1.6500 283 Mat1283 Solid mineral fiberboard core Yes 1.7816 284 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 1 285 Mat1285 Polyurethane core (18 ga Yes 2.5983 steel) 2 286 Mat1286 Polyurethane core (24 ga Yes 2.5983 steel) 1 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 steel) 2 288 Mat1288 Solid Urethane foam core Yes 4.1500 81 Mat181 ASPHALT- ROOFING, Yes 0.1500 ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Mat1185 CLAY TILE, PAVER, 3 /8IN No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Mat182 ASPHALT - SHINGLE AND Yes 0.4400 0 SIDING 11 Matil1 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 0000❑❑❑ 00 0000000 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 14 95 248 94 Mat195 CONC BLOCK No HW -4IN- HOLLOW Mat1248 ROOF GRAVEL OR No SLAG1 /21N Mat194 BUILT -UP ROOFING, No 3 /8IN 0.7107 0.3333 0.4690 0.0500 0.0417 0.8340 0.3366 0.0313 0.0930 101.00 55.00 70.00 0.2000 0.4000 0.3500 ❑ ❑ ❑ Constructs Used No Name Simple Construct Massless Conductance Heat Capacity Construct [Btu/h.sf.F] [Btu/sf.F] Density [lb /cf] RValue [h.sf.FBtu] 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2104 ❑ Layer Material Material No. 1 264 ALUMINUM, 1/16 IN 2 214 POLYSTYRENE, EXP., 1- 1 /41N, 3 264 ALUMINUM, 1/16 IN Thickness Framing [ft] Factor 0.0050 0.00 0.1042 0.00 0.0050 0.00 ❑ ❑ ❑ No Name Simple Construct Massless Conductance Heat Capacity Construct [Btu/h.sf.F] [ Btu/sf.F] Density [lb /cf] RValue [h.sf.FBtu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material No. 1 151 CONC HW, DRD, 140LB, 41N 2 178 CARPET W/RUBBER PAD Thickness Framing [ft] Factor 0.3333 0.00 0.00 ❑ ❑ 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 15 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu /sf.F] [lb /cf] [h.sf.FBtu] 1010 0.75 in. stucco, 2"styro,8"CMU, 1 x2x24"oc,airspace,0.5"gyp No No 0.08 11.22 50.24 11.9386 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 267 0.75" stucco 0.0625 0.00 ❑ 2 187 GYP OR PLAS BOARD,1 /2IN 0.0417 0.00 ❑ 3 215 POLYSTYRENE, EXP., 2IN, 0.1667 0.00 ❑ 4 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.00 ❑ 5 256 WOOD, SOFT, 1 -1/21N 0.1250 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb /cf] [h.sf.FBtu] 1047 Mtl Bldg Roof/R -19 Batt No No 0.05 1.34 9.49 20.3366 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT -UP ROOFING, 3/81N 0.0313 0.00 2 23 6 in. Insulation 0.5000 0.00 0 8/2/2004 EnergyGauge FlaCom FLCCSB v1.22 16 For Cifovk-er Sckcd REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROJECT: PROPOSED DOCTOR'S CHARTER SCHOOL NW 112t Terrace & NW 5th Avenue Miami Shores, Florida JULY 2004 Prepared for: MIAMI SHORES,VILLAG Miami Shores, Florida WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 NO.: 1 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Mr. Thomas Benton August 16, 2004 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Doctor's Charter School NW 112th Terrace & NW 5th Avenue, Miami Shores, Florida WLI'Order No.: 04 -1506 Dear Mr. Benton: We are pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with the scope of services outlined in our proposal dated June 25Th, 2004. This report presents our evaluation and specific recommendations for the proposed construction together with the previously performed field data. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. Prepared By: lexis . Pahl��'� Geotechnical Engineer enc: Report Respectfully submitted, WINGER R LABORA , 7 RIES, INC. Nrt H. Schuler, P.E., P.G. Florida Registration No. 34715 Charges: Engineering: 1 LS & 1 UC Borings: B -1 thru B -13 Percolation: P -1 thru P -3 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61015- 18.011 of the Florida Administrative Code. 1820 N.E. 144th St. • PO_ Box 611450 • North Miami, FL 33261 -140 • (305) 944 -3401 • 1- 800 -345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRE I L • PAVEMENT INSPECTIONS • 1 EST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 TABLE OF CONTENTS PAGE LETTER OF TRANSMITTAL i TABLE OF CONTENTS INTRODUCTION 1 PROJECT INFORMATION 1 TESTING PROGRAM AND CONDITIONS REVEALED 1 -2 GEOTECHNICAL ENGINEERING EVALUATION 2 ENGINEERING RECOMMENDATIONS 1. Site Preparation 3 2. Spread Footings 3 3. Pavement Recommendations 3 4. Fill and Compaction 4 -5 5. Geotechnical Inspector 5 INVESTIGATIVE PROCEDURES 6 SPECIAL REMARKS & ANNOTATIONS 7 APPENDICES: A. Test Boring Logs B. Soil Permeability Test Results C. Test Boring & Soil Permeability Location Sketch D. Soil Test Results 1) Grain Size Distribution 2) Sulfate Content INTRODUCTION WINGERTER LABORATORIES, INC. (WLI) is pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. The purpose of this investigation was to obtain specific subsurface data in order to provide an engineering evaluation of the subsurface conditions including recommendations for foundation design for support of the proposed building structure to be located at NW 112th Terrace & NW 5th Avenue, Miami Shores, Florida. Our subsurface exploration consisted of a thirteen (13) Standard Penetration Test Borings, three (3) Soil Permeability (FDOT /SFWMD) Tests performed at the subject site as shown on Appendix C of this report. The following presents a review of the project information provided to us, a discussion of the subsurface conditions, detailed geotechnical engineering recommendations, our Report of Test Boring Numbers B -1 and B -13, and our Report of Soil Permeability Test Numbers P -1 through P -3. PROJECT INFORMATION Documents provided to us for the purposes of his project consisted of a site survey and a site plan for the proposed building structures, as well as their maximum column and wall loads. Based on our review of these documents it is our understanding that the proposed project will consist of constructing three (3) main buildings, 2 of them will be one story high with maximum column and wall loads of 160 kips and 5.5 kips per foot (dead load and live loads) respectively. The third building will be two stories high with maximum column and wall loads of 280 kips and 8.1 kip per foot respectively. A site reconnaissance was conducted on July 15th 2004 in order to observe and document the existing surface conditions. This information was used in assisting in our interpretation of the subsurface data and also to detect any conditions which could affect our evaluation of the site. At the time of our visit, we found the site to consist mostly of a vacant lot with some grass vegetation. The site is mostly flat with the exception of some areas that were raised with fill material. TESTING PROGRAM AND CONDITIONS REVEALED Our subsurface investigation consisted of a total of thirteen (13) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, three (3) FDOT /SFWMD Type Soil Permeability Test which were performed at the site between July 28th through July 30th, 2004. Please see Appendix A for our Report of Test Boring Numbers B -1 through B -13 for detailed description of the materials encountered and the depth intervals at which they were encountered. Please refer to our Appendix B for Soil Permeability Test Results. The test borings and soil permeability test locations are shown in Appendix C of the report. The number, location and depth of the test borings and permeability tests were determined by the client. The final depth of the test borings were determined by WLI, taking into consideration the requirements of the in this report are based upon the conditions revealed in the referenced test borings. A review of the test boring logs indicates that the site is generally mantled by two to four feet (2' -4') of medium to loose silty sand, sands with some fragmented limestone (fill) and topsoil. Below, loose to medium dense fine to medium coarse sands were encountered extending to depths of twenty -five feet (25') below the existing ground surface elevation. Test boring numbers B -3, B -11 and B -13 were extended to thirty-five feet (35') deep in order to obtain additional infoimation of the subsoils below. Boring numbers B -3 and B -11 revealed the presence of a dense limestone formation between depths of 25' feet and the maximum explored depth of 35' feet. Boring number B -13 however, did not reveal this layer of limestone. Given the proximity of borings B -3 and B -13, the fact that the limestone was encountered at boring number B -3 and not at B -13 indicates an irregular bedding formation of the limestone or the presence of sand filled pockets within the top of the limestone. The ground water level at the time of our investigation was encountered at depths varying between 7.0' and 11.0' feet below the existing land surface. Fluctuations in the ground water level should be expected due to seasonal climatic changes, rainfall variation, surface runoff, construction activity and other site specific factors. GEOTECHNICAL ENGINEERING EVALUATION Evaluation of the subsurface data obtained from the test boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions encountered at the site are generally suitable for the planned structures. The soil conditions are generally suitable for the proposed one and two story buildings if founded upon shallow spread footings proportioned for a maximum allowable soil bearing capacity of 3,000 pounds per square foot (psf). At this bearing pressure, the anticipated total settlements are expected to be less than 1" inch, with differential settlements approaching 1/4" inch across the area, provided that the following recommendations are adhered to. The area of the proposed building and parking areas shall be cleared and grubbed to remove all vegetation, topsoil, pavement and debris. The excavated areas shall then reproof - rolled by means of a self propelled vibratory roller, with a minimum dynamic drum force of 40,000 pounds (20 tons), making a minimum of 10 overlapping passes throughout the entire area. With this, we expect to achieve a minimum of 95% relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Bottom of footings shall be placed at a minimum depth of two (2') feet below the final grade. Footings shall have a minimum width of 24" inches for square or rectangular footings, and a minimum width of 18" for continuous footings. Soils at the bottom of footings excavations and beneath the slabs shall be compacted to 95 % relative compaction as compared to the "Modified Proctor Test" (ASTM D -1557) prior to placement of reinforcing steel or concrete. ENGINEERING RECOMMENDATIONS 1. Site Preparation 1.1. Site area shall be cleared and grubbed to remove and dispose of all vegetation and debris. 1.2. The excavated area of the proposed structures and parking area , plus an additional five (5') foot zone extending beyond the outer footing and building limits, shall be compacted by means of a self propelled vibratory roller, with a minimum dynamic drum force of 40,000 pounds, making a minimum of 10 overlapping passes throughout the entire area. A minimum relative compaction of 95% shall be achieved at this level. Compaction procedures at the bottom of the excavated area shall be witnessed by the Geotechnical Inspector. 2. Spread Footings 2.1. Bottom of footings shall be placed at a depth of at least two feet (2') below final exterior grade of the building pad. 2.2. Bottom of footing excavation shall be tamp compacted to a minimum of 95% relative compaction prior to placing reinforcing steel or concrete. Relative compaction must be verified by randomly testing at least 15 percent of the column footing pads. The wall footings shall be tested for verification of density at a frequency of one test for every 60 linear feet of wall footing. Footings shall be proportioned for an allowable design bearing capacity of 3,000 pounds per square foot (psf). At this recommended bearing capacity the minimum footing dimensions to prevent punching shear shall be 24" inches for square or rectangular footings, and a minimum width of 18" inches for continuous footings. 2.4. Evaluation of materials at founding level and below using accepted geotechnical criteria indicates that the materials will support the stated bearing capacity without failure and with anticipated maximum settlement of less than one inch (1"), with differential settlement across the site approaching one quarter (1/4 ") inch. 2.5. The grade floor slab shall be supported upon compacted fill material placed in accordance with Section: Fill and Compaction. 3. Pavement Recommendations 3.1. Subgrade material shall have a minimum compacted thickness of 12" inches. 3.2. Basecourse material shall have a minimum compacted thickness of 8" inches. 3.3. Pavement wearing surface shall consist of FDOT Type S -1 or S -3 Asphalt, with a minimum compacted thickness of 2' inches. 4. Fill and Compaction 4.1. Placing fill: 4.1.1. Fill shall be placed in lifts not greater than 12" inches loose thickness for material compacted by heavy compaction equipment, and not more than 6 "inches loose thickness for material compacted by hand - operated tampers. 4.1.2. Suitable fill material is defined for the engineering purposes of this report to be a clean select material, containing no more than 5% percent by weight organic matter and no man-made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP -GM or SW. 4.1.3. Since large size particles interfere with compaction of the finer soil fraction, all backfill and fill materials shall be free of rock or gravel larger than 3" inches or 50% percent of the compacted layer thickness, whichever is the lesser. 4.1.4. Subgrade material required to raise the area to the bottom of basecourse elevation shall consist of clean select material, containing no more than 5% percent by weight organic matter and no man-made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP -GM or SW or AASHTO A -1 or A -3. Subgrade material shall have a minimum Limerock Bearing Ratio (LBR) of 40. 4.1.5. Material used for basecourse shall consist of clean suitable crushed limerock material, meeting the requirements of Section 911 of the FDOT Standard Specification for Bridge and Highway Construction, with a minimum carbonate content of 70 %, and a minimum LBR value of 100. 4.2. Compaction: 4.2.1. The cleared surface and each fill lift shall be compacted to a minimum relative compaction of 95 percent except basecourse material which shall be compacted to a minimum relative compaction of 98% . Relative compaction is defined as the ratio, expressed as a percent, of the dry soil density as determined in the field by ASTM D 2922 (nuclear method) with a probe depth of 12- inches, divided by the maximum dry soil density as determined in the laboratory by ASTM D 1557 ( "Modified Proctor "). Compaction shall be verified by the geotechnical inspector who shall also confirm that the fill material being placed is the same material as tested in the laboratory. To avoid delay during compaction operations, candidate fill material should be supplied to the geotechnical inspector a minimum 72 hours in advance of placement. 4.2.2. Compaction of suitable fill as defined herein is most readily achieved by the use of vibratory rollers when space allows. For small restricted areas, mechanical hand - operated tampers usually perform satisfactorily. Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture determined by ASTM D 1557; by so wetting or drying the fill material, the amount of compactive energy required to attain -4- • compaction is minimized. Attempting compaction of fill material which is more than 5 percent below or 3 percent above optimum moisture will generally yield unsatisfactory results. 4.2.3. A minimum of one in -place field density test shall be perfotmed for each 2500 square feet, or fraction thereof, for each lift of compacted soil for building pad or slab area. 5. Geotechnical Inspector 5.1. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. 5.2. The geotechnical inspector as referenced hereinbefore shall be a Registered Professional Engineer licensed in the State of Florida and experienced in the practice of geotechnical engineering, or his designated field agent. The results of all inspections by the geotechnical inspector shall be submitted on report or log forms duly signed and sealed in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. 5.3. The geotechnical inspector shall be retained by the owner, the proj ect architect, or the project structural engineer. INVESTIGATIVE PROCEDURES Field work was perfoi liied using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2- inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. Soil samples will be retained by WLI for a period of thirty (30) days only unless specifically requested otherwise by the client. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. SPECIAL REMARKS & ANNOTATIONS In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Furthermore, WLI assumes no responsibility for the accuracy of the reported depths should any excavation, filling or alteration of the site grade occur, subsequent to the date of the drilling operation, without surveying the existing conditions. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. APPENDIX A TEST BORING LOGS 0) 0) 4 f— O- w 0 0 10 20 30 40 50 Page A- 1 B -1 3': %! ' 9 8 i r:6 18 120 •.. 10 20 14 22 7 21 10 14 11 17 20 22 MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B -2 1 B -3 PINIONMIN arms=i iioo1MI lONMMIN eeeem oss13o rHiY '1aormani nizsmo B -4 13 12 10 9 24 J J J J v 17 22 30 14 10 8 11 13 27 29 — 52 71 0 10 20 30 40 50 (a -Gal) H1d2a a) 0) 0 0 0 10 20 30 40 50 Page A- 2 B-5 - 6 10 18 8 9 10 22 17 19 MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B-6 .t.% • "' • 12 12 24 10 16 B-7 ' 12 18 12 14 B-8 10 14 8 11 8 / •/' • 15 24 12 32 5 9 8 7 6 8 14 10 12 0 10 20 30 40 50 (1eej) HIdDQ DEPTH (fee 0 10 20 30 40 50 Page A- 3 MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B -9 B -10 5 18 30 11 57 38 7 18 20 8 9 9 7 ... 9 5 13 24 16 I 13 B -1 1 ri• i• i • 10 13 13 wsms� elNIMs masse mass= RMM E : PMII oesinor GUMMY MEM Wsoms ruMra 10 14 B -12 4110* 24 20 14 8 12 7 10 17 22 16 - 69 72 - 0 10 20 30 40 50 (1.00f.) Hld3a DEPTH (feet) 0 10 20 30 40 50 Page A- 4 MULTIPLE BORING PROFILE(SUMMARY) Proposed Doctor's Charter School B -13 'x•12 19 15 7 14 8 1 e 16 21 10 11 0 10 20 30 40 50 (leen Hld30 N iro WINGERTE LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG BORING NO.: B -1 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/29/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 — 6 — 8 10 — 12 — 14 16 18 20 — 22 — 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 4 Tan SAND with some Fragmented 5 . Limestone and Roots 5 —' ..Dark Gray SILTY SAND 3 Tan SILICA SAND 8 Tan SAND with trace Fragmented 10 _ .Limestone � 'Tan SILICA SAND 7 3 s8 8 8 5 5 !2 3 4 �5 5 4 6 6 5 4 9 10 10 9 Boring Terminated at 25' -0 ". 1 0.0 -2.0 9 2 2.0 -4.0 6 3 4.0 -6.0 1 8 4 6.0 -8.0 1 0 5 8.0 -10.0 14 6 10.0 -12.0 7 15.0 -17.0 10 8 20.0 -22.0 11 g 23.0 -25.0 20 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site 1820 N.E. 144th Street, " North Miami, FL 33181 (305) 944-3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC.. Page A -v WINGERTER LABORATORIES INC. Professional Engineering es Testing TEST BORING LOG BORING NO.: B -2 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/29/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE SAMPLING NO. INTERVAL N 0 — 2 — 4 6 — 8 — 10 — 12 — 14 16 18 20 — 22 — 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 3 Tan SAND with trace Fragmented 5 — Limestone and Roots 4 .Dark Gray SILTY SAND 4 4 — Tan SILICA SAND 10 10 11 9 9 10 8 12 12 8 !10 12 12 10 10 r11 11 8 8 6 8 6 6 11 10 8 10 12 10 Boring Terminated at 25' -0 ". 1 0.0 -2.0 2 2.0 -4.0 3 4.0 -6.0 4 6.0 -8.0 5 8.0-10.0 6 10.0 -12.0 N -value CURVE 10 30 50 70 90 8 8 20 20 t 22 21 7 15.0 -17.0 14 8 20.0 -22.0 17 9 23.0 -25.0 22 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -6 WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS DEPTH TO WATER: 10.0" BORING NO.: B -3 Miami Shores, Florida ELEVATION: DATE STARTED: 07/29/04 DATE COMPLETED: 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 —7– 2 — 4 6 8 10 12 14 16 18 20 — 22 — 24 26 — 28 — 30 — 32 — 34 - - 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 ::**5: r s Tan SAND with some Fragmented 7 — .Limestone and Roots 5 — Tan SILTY SAND with trace Fragmented 5 7 _ .Linmestone 10 6 — 5 5 --1 3 C4 4 5 5 2 3 3 2 10 12 12 14 3 3 4 4 12 12 17 25 17 17 35 25 20 31 40 46 Tan SILICA SAND Tan LIMESTONE with some Limerock Boring Terminated at 35' -0 ". 1 2 3 4 5 6 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13 12 10 2 9 6 7 15.0 -17.0 24 8 20.0 -22.0 7 9 25.0 -27.0 29 10 30.0 -32.0 52 11 33.0 -35.0 71 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, ` North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -7 WINGERTER LABORATORIES INC. Professional Engineering es Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS 'DEPTH TO WATER: 10.0" BORING NO.: B -4 Miami Shores, Florida ELEVATION: DATE STARTED: 07/29/04 DATE COMPLETED: 07/29/04 DEPTH (feet) 0 — 2- 4 — 6- 8 — 10 12 — 14 16 18 20 — 22 — SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION SAMPLE NO STANDARD PENETRATION TEST SAMPLING INTERVAL N 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 2 — 5 — 12 25 10 — 10 12 — 12 12 — 15 15 12 8 8 6 6 4 — 4 6 8 6 4 4 —' 4 5 5 — 6 10 6 6 7 8 10 12 15 15 TOPSOIL Tan SAND with some Fragmented Limestone Gray SAND with some Fragmented Limestone Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 6 7 8 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0 -12.0 17 22 30 14 10 8 15.0 -17.0 11 9 20.0 -22.0 13 10 23.0 -25.0 27 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site 1820 (305) 944 -3401h 1-800 -345 SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -8 NadoWINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS DEPTH TO WATER: 8.0" BORING NO.: B -5 Miami Shores, Florida ELEVATION: DATE STARTED: 07/28/04 DATE COMPLETED: 07/28/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 4 6 — 8 10 12 — 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 �.. •/ 3 3 4 4 — Tan SILICA SAND 10 10 — 10 8 Dark Tan SAND with trace Fragmented .Limestone and Roots Dark Gray SILTY SAND 8 6 4 4 4 5 5 u 4 5 6 6 F46 8 10 pri12 12 10 9 8 7 9 9 10 10 Boring Terminated at 25' -0 ". 1 2 3 4 5 6 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 7 15.0 -17.0 6 10 18 8 9 10 22 8 20.0 -22.0 17 9 23.0 -25.0 19 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A-9 WINGERTER LABORATORIES INC. Professional Engineering a Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS DEPTH TO WATER: 10.0" BORING NO.: B -6 Miami Shores, Florida ELEVATION: DATE STARTED: 07/29/04 DATE COMPLETED: 07/29/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 — 6 — 8 — 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 4 Tan SAND with trace Fragmented 8 — . Limestone and trace Roots 8 — Dark Tan SAND with trace Fragmented Limestone 6 6 6 — 12 6 12 12 10 6 6 4 6 �7 7 9 9 6 6 6 6 6 9 9 8 7 6 6 6 8 7 7 9 Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 6 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0 -12.0 12 12 24 10 16 12 7 15.0 -17.0 18 8 20.0 -22.0 12 9 23.0 -25.0 14 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. (305) 944 -3401h 11800 - 345- SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -10 Au, WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS DEPTH TO WATER: 7.0" BORING NO.: B -7 Miami Shores, Florida ELEVATION: DATE STARTED: 07/28/04 DATE COMPLETED: 07/28/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 --- - 6 — 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 • 2 8 8 4 8 6 8 5 4 4 4 4 5 6 7 4 4 4 4 6 8 F7 8 10 12 n12 15 8 5 7 8 12 15 17 17 — TOPSOIL Dark Tan SILTY SAND with trace — 'Fragmented Limestone Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 5 6.0 -8.0 6 8.0 -10.0 7 10.0 -12.0 10 14 8 11 8 15 8 15.0-17.0 24 9 20.0 -22.0 12 10 23.0 -25.0 32 N -value CURVE 10 30 50 70 90 • This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, ' North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -11 WINGERTER LABORATORIES INC. Professional Engineering 8s Testing TEST BORING LOG BORING NO.: B -8 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/28/04 DEPTH TO WATER: 8.0" DATE COMPLETED: 07/28/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 6 — 8 10 — /•/ A 12 — 14 16 18 20 — 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 N -value CURVE 10 30 50 70 90 1 — Dark Tan SILICA SAND with trace Roots 1 0.0 -1.0 5 3 Light Tan SILICA SAND 2 1.0 -2.0 5 3 2.0 -4.0 9 4 Tan SILICA SAND 4 4.0 -6.0 8 6 5 6.0 -8.0 6 7 3 — 6 8.0 -10.0 6 3 __ 7 10.0 -12.0 8 4 3 4 4 3 8 15.0 -17.0 3 14 3 4 5 4 4 9 20.0 -22.0 4 10 6 1 6 10 23.0 25.0 I+ s 12 8 6 Boring Terminated at 25'-0". 5 5 5 5 5 7 6 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, " North Miami, FL 33181 (305) 944 -3401 1- 800 - 345 -SOIL WINGERTER LABORATORIES, INC. Page A -12 ViilWINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, DRILLER: M. Felton & J. Cooper DRILL RIG: CMS DEPTH TO WATER: 8.0" BORING NO.: B -9 Miami Shores, Florida ELEVATION: DATE STARTED: 07/28/04 DATE COMPLETED: 07/28/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 4 6 8 10 12 — 14 16 18 20 — 22 — 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 2 3 4 3 6 5 6 3 3 4 4 3 3 5 3 4 4 5 6 4 3 4 3 7 7 6 8 5 6 7 10 8 14 12 12 — Dark Tan SILTY SAND Tan SILICA SAND - '.Tan LIMESTONE with some Limesand — '.Tan SILICA SAND Boring Terminated at 25' -0 ". 1 2 3 4 5 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 6 8.0 -10.0 7 10.0 -12.0 5 11 7 8 9 7 8 15.0 -17.0 13 9 20.0 -22.0 13 10 23.0 -25.0 26 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. (305) 944 -340th 1-800-345-SOIL eMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A- WINGERTER LAEORATOR1S INC. Professional Engineering Zs Testing TEST BORING LOG BORING NO.: B -10 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION : NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/30/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07/30/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 - %J• • ,• 2 Tan SAND with some Fragmented 1 0.0 -2.0 2 - 10 — Limestone and Roots 2 2.0 -4.0 25 so — Gray SAND with trace Fragmented 27 — . '.Limestone 8 — z — Tan SILICA SAND A 10 10 — - :.... 8 8 12— -4 5 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 4 4 — 4 3 4 4 2 3 3 6 6 — 7 7 10 12 12 10 9 8 8 10 Boring Terminated at 25' -0 ". 3 4.0 -6.0 4 6.0 -8.0 5 8.0-10.0 6 10.0 -12.0 18 57 18 9 7 5 7 15.0-17.0 13 9 20.0 -22.0 24 23.0 -25.0 16 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -14 qiWINGERTER TL433oRArOems INC. Prole ssional Engine a>ing 8a Testing TEST BORING LOG BORING NO.: B -11 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/30/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07/30/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 — 6 8 10 — 12- 14 16 18 20 — 22 — 24 26 — 28 — 30 — 32 — 34 — 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 5 o Tan SAND and FRAGMENTED zo — .LIMESTONE 18 — •-.Gray SILICA SAND zo — ' Tan SILICA SAND 20 8 — 10 10 8 4 5 5 7 re ,t 5 5 5 5 5 6 7 7 7 8 7 6 7 8 6 6 10 12 41 39 30 21 29 36 36 40 Tan LIMESTONE with some Limesand Boring Terminated at 35' -0 ". 1 0.0 -2.0 2 2.0 -4.0 3 4.0 -6.0 4 6.0 -8.0 5 8.0 -10.0 6 10.0 -12.0 30 38 20 10 9 10 7 15.0 -17.0 14 8 20.0 -22.0 13 9 25.0 -27.0 16 10 30.0 -32.0 69 11 33.0 -35.0 72 N -value CURVE 10 30 50 70 90 f 4 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, ' North Miami, FL 33181 (305) 944 -340; 1 -800- 345 -S0IL WINGERTER LABORATORIES, INC. Page A-1 5 WINGERTER LABORATORIES INC. Professional Engineering Es Testing TEST BORING LOG BORING NO.: B -12 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LOCATION: NW 112th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/30/04 DEPTH TO WATER: 10.0" DATE COMPLETED: 07/30/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE SAMPLING N -value NO. INTERVAL N CURVE 0 — 2 — 4 — 6 8 10 12 — 14 16 18 20 22—' 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 3 Tan SAND and FRAGMENTED 15 — . LIMESTONE 60 — .Light Tan SILICA SAND 10 — _ Tan SILICA SAND 8 5 7 7 5 3 4 4 5 3 4 8 3 3 3 �4 4 5 5 5 5 10 10 7 7 8 10 12 10 Boring Terminated at 25' -0 ". 1 0.0 -2.0 24 2 2.0 -4.0 20 3 4.0 -6.0 1 4 4 6.0 -8.0 8 5 8.0 -10.0 12 6 10.0 -12.0 7 7 15.0 -17.0 10 8 20.0 -22.0 17 9 23.0 -25.0 22 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 (305) 944 -3401 1- 800 - 345 -S0IL WINGERTER LABORATORIES, INC. Page A -16 LABORATORIES INC. Professional Engineering as Testing TEST BORING LOG BORING NO.: B -13 CLIENT: Miami Shores Village PROJECT: Proposed Doctor's Charter School LO CATI 0 N: NW ll2th Terrace and NW 5th Avenue, Miami Shores, Florida DRILLER: M. Felton & J. Cooper ELEVATION: DRILL RIG: CMS DATE STARTED: 07/30/04 DEPTH TO WATER: 11.0" DATE COMPLETED: 07/30/04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 2 — 4 — 6 — 8 — 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 3 5 — Tan SILICA SAND with trace Fragmented 7 Limestone s0 — Dark SILTY SAND 9 10 — Light SILICA SAND 14 9 — Tan SILICA SAND 7 7 3 3 4 4 1 0.0 -2.0 2 2.0 -4.0 3 4.0 -6.0 4 6.0 -8.0 5 8.0-10.0 6 10.0 -12.0 N -value CURVE 10 30 50 70 90 12 19 15 7 14 8 7 15.0 -17.0 11 7 6 5 4 5 8 20.0 -22.0 16 6 6 5 r9 9 25.0 -27.0 21 9 9 9 10 11 10 12 5 —. 5 5 4 Boring Terminated at 35' -0 ". 5 6 6 10 30.0 -32.0 11 33.0 -35.0 1 1 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 (305) 944 -3401 1 -800- 345 -SOIL WINGERTER LABORATORIES, INC. Page A -17 IMMOMPO MIONNIMM MIUMOM MoavELe =Win =. iiOOWC MWOIMMI WMMMIOM Symbol Description Soil symbols LEGEND Sand with trace fragmented limestone and organics Silty sand Sand Sand with some to trace limestone Limestone with some to trace sand Topsoil Sand with some to trace organics Fragmented limestone and sand Misc. Symbols Water table at boring completion Soil Samplers 0 Standard penetration test 1820 N.E. 144th Street * North Miami, FL 33181 (305) 944 -3401 1- 800 - 345 -S0IL WINGERTER LABORATORIES, INC. Page A -18 APPENDIX B SOIL PERMEABILITY TEST RESULTS REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 Street, North Miami, FL 33181 Phone: (305) 944 -3401 Fax: (305) 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D. /D.O.T PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue As Shown on Location Sketch Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 DATE: 7/30/2004 TEST NO: P -1 Permeability test was performed by drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 14.5 gallons per minute (gpm) for a period of 10 minutes in order to maintain a constant head at the ground surface level. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate : H = Depth to Ground Water Level: Ds = Saturated Depth: d = Diameter of Test Hole: K = Hydraulic Conductivity = 14.5 Gal /Min 10.0 Ft 5.00 Ft 7 Inches 4Q x 1 Trd(2H2 + 4HDs + dH) 448.83 (Conversion Factor gpm to cfs) = 1.74E -04 cfs /ft2 per foot of head SUBSURFACE PROFILE Depth Soil Description 0' - 15' Silica Sand Field Technician: JC /MF Respectfully Submited, WINGE ER LABO ' ORIES, INC. . rt H. 'huler, P.E., P.G. Florida Registration No. 34715 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 Street, North Miami, FL 33181 Phone: (305) 944 -3401 Fax: (305) 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D. /D.O.T PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue As Shown on Location Sketch Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 DATE: 7/30/2004 TEST NO: P -2 Permeability test was performed by drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 16.7 gallons per minute (gpm) for a period of 7 minutes in order to maintain a constant head at the ground surface level. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate : H = Depth to Ground Water Level: Ds = Saturated Depth: d = Diameter of Test Hole: K = Hydraulic Conductivity = SUBSURFACE PROFILE 16.7 Gal /Min 10.0 Ft 5.00 Ft 7 Inches 4Q Trd(2H2 + 4HDs + dH) Depth Soil Description 0' - 15' Silica Sand x 1 448.83 (Conversion Factor gpm to cfs) K = 2.00E -04 cfs /ft2 per foot of head Field Technician: JC /MF Respectfully Submited, WINGE',TE- LABORA RTES, INC. /54,7 . Schuler, P.E., P.G. Florida Registration No. 34715 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 Street, North Miami, FL 33181 Phone: (305) 944 -3401 Fax: (305) 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D.ID.O.T PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Miami Shores Village Proposed Doctor's Charter School NW 112 Terrace & NW 5th Avenue As Shown on Location Sketch Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 DATE: 7/30/2004 TEST NO: P -3 Permeability test was performed by drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 14.8 gallons per minute (gpm) for a period of 10 minutes in order to maintain a constant head at the ground surface level. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate : H = Depth to Ground Water Level: Ds = Saturated Depth: d = Diameter of Test Hole: K = Hydraulic Conductivity = 14.8 Gal /Min 10.0 Ft 5.00 Ft 7 Inches 4Q Trd(2H2 + 4HDs + dH) 448.83 (Conversion Factor gpm to cfs) K = 1.77E -04 cfs /ft2 per foot of head SUBSURFACE PROFILE Depth Soil Description 0' - 15' Silica Sand Field Technician: JC /MF Respectfully Submited, WINGER jER LABO2 TORIES, INC. ert H. Schuler, P.E., P.G. Florida Registration No. 34715 APPENDIX C TEST BORING & SOIL PERMEABILITY TEST LOCATIONS WINGERTER LABORATORIES INC. Professional Engineering 8a Testing P. 0. Box 611450, North Miami, Fl 33261 -1450 Miami Shores Village Project: Proposed Doctor's Charter School NW 112th Terrace & NW 5th Avenue Miami Shores, Florida Order No.: 04 -1506 APPENDIX "B" TEST BORINGS & PERCOLATION TEST LOCATION SKETCH tlat .1,4, 1111111111•111111111 Fire Iltir 1111 1116;*- '1" Mumma II h. I ra nail= 1111111111111•1 _ artormsatEigi_Jill 7 III i N.W. 113th STREET N.W. 1121h TERRACE E Percolation Test Location • Test Boring Location Vas= WINGERTER LABORATORIES INC. Professional Engineering as Testing P. O. Box 611450, North Miami, Fl 33261-1450 Miami Shores Village Project: Proposed Doctor's Charter School NW 112th Terrace & NW 5th Avenue Miami Shores, Florida Order No.: 04-1506 APPENDIX "B" APPENDIX D SOIL TEST RESULTS t • a 1 Grain Size Analysis WINGERTER LABS, INC Client: Project : Location : Miami Shores Village Report NO: 1 Proposed Doctor's Charter School Order NO: 04 -1506 NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date : 8/4/2004 Description : Dark Tan Silica Sand Sample Mass : 241.3 q Laboratory # 267 Sieve No. Diameter (mm) Mass Ret. % Retained % Passing 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 -- -- -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 -- -- -- -- 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 5.9 2.4 98 40 0.425 51.9 21.5 78 60 0.25 169.2 70.1 30 80 0.18 217.6 90.2 10 140 0.106 238 98.6 1 200 0.075 239.5 99.3 0.7 pan 0 241.3 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 Boring # 1 Boring Sample # 3 Depth: 4' to 6' Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 = 0.18 D30 = 0.25 D60 = 0.33 Uniformity Coefficient = Curvature Coefficient = USCS = 0 ■nwlNIONNIMMIN ■■w11111wliil ■N��iil ■■IIMwli111•iwi�■■����w� 1111•111M111=11111111111111 11111111111M111111MMIIN ■NInMINIIIi■ MINININIMINIII MOILINIIIIIIIIIIN ■■BMiNINl IMIIIIIIIIIIIMMIII MININIMINNIMIll ■IIIMIINOMMi ■■MINIIIM1 -- -� ■ ■I MIIIIi •N11111•1111111111111 ■11111NIMIi1lNINNI ■ •11111NIMINN1 ■o1111i1111111111111 ■■NIIIIIIIIM1a NIIIM IIIMIII_■NIIlIINNINil ■■MMINiMININIMIL ■■IlIIIIIMMINr MONIIMMIIMINrnIIIIIMMININ NUNNIIIMINIMMIIIIMIM MINININNIMIIIIIMIIIIIIMIIIII ■ ■N11MNINwINIIMMINl INNIIIIIIIIMININIIMIIIMANI ■■IIIwlMMIIII gNINNINIIiw■ ■■IIIIMMINNINi1•I ■■11111111•1111Mi OMI■NIMMINa1i 11111111MIMINM111111111 � I MM a___Iai aMIIIM��� II IIIIIMMIIIIIMINNIIMIN MEMNON 1.83 1.05 SP ■■I■ ■ ■IIIM11.1!•il IIIMNIUMMOUNIMININNINNI Is���w■il I■ ■��i1�i ■N�i1�i a■■IIIIIss1111M1 '■i1i�����1 •111NONNIIIM ■ ■tlNNEMINENI ININMEN I■■w��i I■■�a��li 1■■w��i ■ww�wti���i�l■■�a�� 100 10 ti 1 Particle Diameter (mm) 0.01 Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: 04 -1506 Location : NW 112 Terrace & NW 5th Avenue. Miami Shores, FL Date : 8/4/2004 Description : Dark Tan Silica Sand Boring # 1 Sample Mass : 275.9 q Boring Sample # 5 Laboratory # 268 Depth: 8' to 10' Sieve No. Diameter (mm) Mass Ret. % Retained % Passing 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 -- -- -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 9.525 0 0.0 100 4 4.75 1.1 0.4 100 10 2 1.3 0.5 100 20 0.85 4 1.4 99 40 0.425 64.6 23.4 77 60 0.25 197.1 71.4 29 80 0.18 247.6 89.7 10 140 0.106 271.5 98.4 2 200 0.075 273 98.9 1.1 pan 0 275.9 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 0 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 =0.18 D30 =0.26 D60 =0.34 Uniformity Coefficient = 1.89 Curvature Coefficient = 1.10 USCS = SP ass- • 11111111•1•1111111110111111111 1111111MIIIIMIMMINIM MINIM -------- ::::a 1•1111u11111U111111111• • c r N siwMIIIIININIIMII 100 10 1 Particle Diameter (mm) 0.01 Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: 04 -1506 Location : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date 8/4/2004 Description : Light Tan Silica Sand Boring # 2 Sample Mass : 370.4 q Boring Sample # 3 Laboratory # 270 Depth: 4' to 6' Sieve No. Diameter (mm) Mass Ret. % Retained % Passing 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 -- -- -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 -- -- -- -- 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 6.4 1.7 98 40 0.425 70.6 19.1 81 60 0.25 235.2 63.5 37 80 0.18 320.8 86.6 13 140 0.106 363.2 98.1 2 200 0.075 365.4 98.7 1.3 pan 0 370.4 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 = 0.17 D30 = 0.26 D60 = 0.34 Uniformity Coefficient = 2.00 Curvature Coefficient = 1.17 USCS = SP 0 III TIMITInfilft 11111 Ilaumimm.m. 100 10 N 1 Particle Diameter (mm) 0.1 0 ■ 0 0.01 Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: Date : 04 -15 04 -1504 Location : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL g # 4 Description : Tan Silica Sand Boring Sample Boring # 4 Sample Mass : 234.5 q Depth: 6' to 8' Laboratory # 271 Sieve No. 1 Diameter (mm) I Mass Ret. % Retained % Passing 2.5 2 1.5 1 3/4 1/2 3/8 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 1.6 0.7 99 40 0.425 47.6 20.3 60 0.25 166.4 71.0 80 0.18 212.3 90.5 140 0.106 231.8 80 29 98.8 9 1 200 Percent Finer 0.075 232.4 99.1 0.9 pan 0 234.5 100.0 0 100 90 80 70 60 50 40 30 20 10 0 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 = 0.18 D30 = 0.25 D60 = 0.33 Uniformity Coefficient = 1.83 Curvature Coefficient = 1.05 USCS = SP LAWN WNW RIM 111111111 lam manimo 1111 1111 1111 100 10 1 Particle Diameter (mm) 0.1 0 0.01 Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: 04 -1506 Location : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date : 8/4/2004 Description : Dark Tan Silica Sand Boring # 4 Sample Mass : 334.6 q Boring Sample # 6 Laboratory # 272 Depth: 8' to 10' Sieve No. Diameter (mm) Mass Ret. % Retained % Passing 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 -- -- -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 -- -- -- -- 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 5.8 1.7 98 40 0.425 87.6 26.2 74 60 0.25 269 80.4 20 80 0.18 310.4 92.8 7 140 0.106 329.6 98.5 1 200 0.075 330.1 98.7 1.3 pan 0 334.6 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 0 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 = 0.20 D30 = 0.29 D60 = 0.36 Uniformity Coefficient = 1.80 Curvature Coefficient = 1.17 USCS = SP 1 1 i { 100 10 In N 1 Particle Diameter (mm) 0.01 • Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: 04 -1506 Location : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date : 8/4/2004 Description : Tan Silica Sand Boring # 4 Sample Mass : 331.7 q Boring Sample # 7 Laboratory # 273 Depth: 10' to 12' Sieve No. I Diameter (mm) I Mass Ret. I % Retained IN eassmg 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 __ __ -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 -- -- -- -- 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 2 0.6 99 40 0.425 63.9 19.3 81 60 0.25 199 60.0 40 80 0.18 285.7 86.1 14 140 0.106 327.9 98.9 1 200 0.075 328.7 99.1 0.9 pan 0 331.7 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 0 Percent Gravel = 0 Pecent Sand = 99 Percent Fines = 1 D10 = 0.17 D30 = 0.22 D60 = 0.31 Uniformity Coefficient = 1.82 Curvature Coefficient = 0.88 USCS = SP { { { 1-111101111111111EI IPPW 100 10 1 i Particle Diameter (mm) 0.01 e. Grain Size Analysis WINGERTER LABS, INC Client: Miami Shores Village Report NO: 1 Project : Proposed Doctor's Charter School Order NO: 04 -1506 Location : NW 112 Terrace & NW 5th Avenue, Miami Shores, FL Date : 8/4/2004 Description : Tan Silica Sand Boring # 1 Sample Mass : 264.3 g Boring Sample # 6 Laboratory # 269 Depth: 10' to 12' Sieve No. Diameter (mm) Mass Ret. % Retained % Passing 2.5 -- -- -- -- 2 -- -- -- -- 1.5 -- -- -- -- 1 -- -- -- -- 3/4 -- -- -- -- 1 /2 -- -- -- -- 3/8 -- -- -- -- 4 4.75 0 0.0 100 10 2 0 0.0 100 20 0.85 3.6 1.4 99 40 0.425 66.6 25.2 75 60 0.25 193.1 73.1 27 80 0.18 242.9 91.9 8 140 0.106 263.3 99.6 0 200 0.075 263.8 99.8 0.2 pan 0 264.3 100.0 0 Percent Finer 100 90 80 70 60 50 40 30 20 10 0 1 1 Percent Gravel = 0 Pecent Sand = 100 Percent Fines = 0 D10 = 0.19 D30 = 0.26 D60 = 0.35 Uniformity Coefficient = 1.84 Curvature Coefficient = 1.02 USCS = SP { { E 1 1 { 1 100 10 1 Particle Diameter (mm) 0.01 No. 1 REPORT OF: CLIENT: PROJECT: LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144 St., No. Miami, FL 33181 Telephone (305)944 -3401 - Fax. No. 949 -8698 CHEMICAL ANALYSIS REPORT Miami Shores Village Proposed Doctors Charter School NW 112th Terrace & NW 5th Ave., Miami Shores, FL Miami Shores Village Attn: Mr. Thomas Benton 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 8 -18 -04 jen Laboratory No.: Soil Boring Sample #: Sulfates Content: Laboratory No.: Soil Boring Sample #: Sulfates Content: Laboratory No.: Soil Boring Sample #: Sulfates Content: Laboratory No.: Soil Boring Sample #: Sulfates Content: Laboratory No.: Soil Boring Sample #: Sulfates Content: Laboratory No.: Soil Boring Sample #: Sulfates Content: SULFATE CONTENT TESTS 365 CRITERIA B -3, S -2, 2' - 4' <200 ppm 39 mg/kg (ppm) 366 CRITERIA B -3, S -3, 4' - 6' <200 ppm 74 mg /kg (ppm) 367 CRITERIA B -8, S -3, 2' - 4' <200 ppm 56 mg /kg (ppm) 368 CRITERIA B -8, S -4, 4' - 6' <200 ppm 39 mg /kg (ppm) 369 CRITERIA B -11, S -2, 2' -4' <200 ppm 10 mg /kg (ppm) 370 CRITERIA B -11, S -3, 4' - 6' <200 ppm 68 mg /kg (ppm) Note: All tests were performed by our affiliate A & S Laboratories, Inc. PPM Denotes Parts Per Million No. of Tests: 6 WLI Order #: 04 -1566 Respectfully submitt- d, 1► . ER L ; ORATORIES, INC. chuler, P.E., P.G. Florida Registration No. 34715 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients and authorization for publication of statements, conclusions or extract from or regarding our reports is reserved pending our written approval. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 Your application for Notice of Acceptance (NOA) of: Series 238 AIuminum Fixed Window - Non - Impact & Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSLNC SECTION (305) 375 -2527 FAX (305) 375 -2558 CON - TRACTOR ENFORCE.SIENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0918.01 EXPIRES: 09/30/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 10/25/2001 I s04S000 I1pc200011templateslnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeoniine.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Eiomepage: http : / /www.buildingcodeonline_com Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT 2 5 2001 EXPIRES September 30. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 00- 0310.01, which was issued on August 24, 2000. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Fixed Window — Non - Impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4, 5 and 6 of 6 dated 02/19/99, with revision C dated 10/04/0I, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables for non - impact and impact resistant windows in separate sheets of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copics of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Man Prod Pe ez, P.E. Product• Examiner ontrol Division Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT 2 5 2 :3i EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance wiII not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product ;. d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, usc, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the topics. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Man 1 Pe -z, P.E. Product Co Prod Control Division EXTERIOR ♦ e e 0 FOR GLASS TYPES REFER TO SHEETS 3. 3A do •4. t d 9 INSTRUCTIONS FOR USING THESE CHARTS; STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GWEN WINDOW. STEP 7 OBTAIN CAPACITY Or WINDOW/CUSS TYPE FROM APPROPRIATE CIVJNS. A) SHEETS 3 & JA TOR IMPACT RESISTANT. B) SHEET 4 FOR NON- IMPACT RESISTANT, STEP SELECT INSTAL*ATION (ANCHOR) 7YPE FROM DETAILS ON SHEET 6 MD CHART ON SHEET 6. NE VALUES 013IANEO FOR 7NNDOW AND ANCHORS MUST MEET OR E3CEEO 1140 REQUIRED PRESSURES. AT EACH END MID 16' O.C. ON SHORTER SIDES 20" 0.0. ON LONGER SIDES WINDOW WIDTH VENT WIDTH WW-2. D.L GPO. WW -7' FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.O.A. 6" MAX. M. AT HEAD /SILL CORNERS TYPICAL ELEVATION b1� SURFACE APPLIED 7ALSE NUNIINS OPTIONAL IS' MAX. (IMPACT) 23' MAX. (HRH- IMPACT) MAX. ANCHOR SPACING TO BE AS FOLLOWS IMPACT WINDOWR 17" 0.C. ON LONGER SIDES 18" 0.C. ON SHORTER SIDES NON.-IMPACT WINDOWS . 17" 0.C. ON LONGER SIDES 23" 0.0. ON SNORTER SIDES NOTFS; 1. THIS STRUCTURE 13 RESIGNED AS PER THE SOUTH FLORIDA SU14DING CODE 1004 E0Wf10N FOR DARE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 USI140 CORRESPONDINO LOADS. 2. WOOD SUCKS BY OTHERS, MUST OE M46HORE0 PROPERLY 70 TRANSFER LOADS 10 THE STRUCTURE, 3.ANCHORS SHALL SE AS USTED SPACED AS SHOWN ON DETAILS. ANCHOR MO0 STUCCO, �E )MATERIAL SHALL SE BEYOND WALL ingot DR. NUIMYOUN FA1000 STRUCTURES RA PE / 16551 OCT 4 2001 APPROVED AS COMPLYING 144414 THE e00UmoerA,p1g0 Adfoe BY >7(. PROD 10. 1471101 DMSION d 61.1401 ..E COMPLIANCE OFFICE ACCEPTANCE f10(ll' (10114.O1 0 0 2 to a 9 A 4 d drawing no. W99 -10 sheet 01 §� VENT CORNER ALL TMME AND VENT CORNERS 10 B£ SEALED MIN OE SILPRUf 0R EOUN. CORNER KEY .000 THICK ST. STEEL 3 CORNER KEY .062 TH166 ALUMINUM FRAME .313 -1.617 GLAZING STOP MK PART P QUATRITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 COl -373 4 FRAME 6063 -76 INDALIK OR EQUIV. 2 C41 -378 4 VCNT I3 /16' LAN. GLASS) 6062 -10 INDALEX DR EDUIV. 2A C01 -374 4 VCNT 43/16' 1 1/4' GLASS) 6063 -16 IHDALLX OR EQUIV. 22 - 4 VENT 43/4' MC GLASS) 606346 INDALLX OR LOOM tC 061 -385 4 VCH1 (7/16' LAN. GLASS) 6063 -16 INOALMX OR UNIV. 3 061 -373 4 GLAZING SEAL) 6063 -15 INDALLK GA EQUIV. 4 - 4 .060 THICK CORNER KIT ALUH11RRl - 3 - 8 .0E0 111166 CORNER KEY 31, 01Et1 - 6 AP -423 AS REOA TRANC VEA1HERS1*IPPIHO - SCM.EGLL 010 7 0200 6890 AS REDD, VENT VEATNCRSTRIPPIND • SCRIM 0.1041 B - AS REOD. VENT SCREW e 20' O.C. 1011001 0(603, 18' O.C. SHORTER SIDES • • 810 X 1' SS SNS 8 - 2/ CORNER TRANS AND VENT ASSEMBLY SCREVS - R10 X 14/4' SS ENE In9n OA. HUMATOUH 1311000 STRUCNRES 21A PE / 46657 1.0E2 VENT 5/16' LAM. GLASS) 1.737 t1--1 U t3 138 os l gi r$ 8 of W R g 9,1 Flo VENT (3/18' at 1/4 CLASS) VENT (3/4' INSUL. GLASS) 1.873 VU L 720 1,430 1.347 VENT 7/16' LAM, GLASS) APPROVED AS COMPLYING MAO THE SOUTH FLORIDA BUILDING 0008 DAT 1 1 1 By %%%)1M7 PROM C' TIROLOMSION BUIL0I11 CGOE COMPLIANCE OFFICE ACCEPTANCE ROC1t-(') t 1 .01, drawing no. . W99 -10 (Sheet 2 of PERFORMANCE VALUES OF %IPACT ' NO SHUTTERS REFER TO SHEETS 5 AND 6 RESISTANT WINDOWS REOUIREO FOR INSTALlAH011 027A/LS WINDOW 01142. 01456 TYPE '2' OL155 TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (4) 1141. ( -) EXT. (4) 1M. ( -) Ext. (4) 1M. ( -) 24' 30' 36' 42' 40' 54' 110.0 145.5 110.0 157.5 110.0 195.8 104.3 104.3 110.0 144.0 110,0 156.6 82.5 82.3 110.0 120.0 110.0 130.5 36' 87.7 17.7 110.0 120,0 110.0 120.0 58.5 50.5 110.0 120.0 110.0 120.0 52.0 52.0 1100 115.1 110.0 120.0 60' 46,6 46.6 102.7 102.7 110.0 120.0 24' 30' 36' 42' 48' 54' 60' 110.0 127.2 110,0 157.5 110.0 193.6 86,7 86,7 110.0 144,0 110,0 136.6 67.7 67.7 110.0 120.0 110.0 120.0 42' 60.7 68.7 102.9 102.9 96.9 111.9 60.8 60.6 102.9 102.9 96.9 111.9 54.3 54.3 92.6 92.6 969 111,9 y 48.1 46.t 81.7 81.7 90.0 90.0 24' 30' 36' 42' 45' 54' 60' 46' 110.0 111.2 110.0 157.5 110.0 104,4 74.5 74.5 110.0 120.0 110.0 120.0 56.5 55.5 110A 120.0 110.0 120.0 60,6 60,6 102.9 102.9 95.9 111.9 54,2 54.2 90.0 , 90,0 844 97.9 48.9 48.9 78,8 78.6 00.0 00.0 44.1 44.1 69.6 69.6 90.0 90.0 24' 30' 36' 42' 40' 64' 60' 54' 103.8 103.9 110.0 154.3 110.0 177.5 68.0 09.0 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 54.3 I 54.3 92.6 92.6 98.9 111.9 49.9 48.9 78.6 75.8 90.0 90.0 44.9 44.9 66.4 65.4 80.0 60.0 40.7 40.7 60.4 60.4 60.0 60.0 24' 30' 36' 42' 48' 54' 60' 60' 100.8 100.9 110.0 120.0 110.0 120.0 39.8 59.8 110.0 120.0 110.0 120,0 46.6 46.6 102.7 102.7 110,0 120.0 48,1 40.) 61,7 81.7 90.0 90.0 44.1 44.1 69.6 69.6 90,0 90.0 40.7 40.7 60,4 40.4 80.0 80.0 - - - - 70.0 70.0 24' 30' 36' 42' 46' 54' 60' 66' 93.0 93.0 110.0 120.0 110.0 120.0 57.8 57.8 110.0 120.0 110.0 120.0 41,4 41.4 90.0 90.0 90.0 90.0 43.5 43.5 74.4 74.4 90.0 90.0 40.3 40.3 62,4 62.4 90.0 90.0 - - -. - 70.0 70.0 - - - - 70.0 70.0 34' 30' 36' 42' 45' 60' 63' 66' 07' 72' 91.9 91.0 110.0 1200 110.0 120.0 53.5 53.5 110.0 120.0 110.0 120.0 38.4 38.4 89.2 69.2 90.0 90.0 39.2 39.2 66.2 61.2 50,0 00.0 .35.5 35.5 56.8 56.6 90.0 90.0 - - - - 70.0. 70.0 - - - - 69.6 60.0 - - - - 65.5 65.5 - - - - 50,0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 5HI771(85 96081RE0 REFER TO SHEETS 5 AND 9 FOR INS A1.1,411014 DETAILS WINDOW OILS. W10171 GLASS TYPO '2' EM. (4) IM, ( -) 01495 TYPO '3' EXT. (4) MASS TYPE '0' PERFORMANCE VALUES OF IMPACT RESISTANT I6INDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 5 AHD 6 809 INSTAL AT10N DETAILS 0040011 0018. CUSS TYPE '2' GLASS TYPE '2' CLASS TYPE '6' HEIGHT 1141. (-) E0T. (4) iM.(- 24' 30' 36' 42' 60' 81' 76' 91.3 91,3 110,0 120,0 110.0 120.0 51.7 51,7 90.0 90.0 90.0 90.0 35.5 35.5 82.7 82.7 90.0 90.0 34.6 34.9 84.6 64.6 90.0 90.0 70.0 70.0 50.0 30.0 24' 30' 36' 57' 75' 64' 63.6 65.0 110.0 120.0 110.0 120.0 49.3 49.3 90.0 60.0 90.0 00.0 WIDTH HEIGHT EXT, (4) IM, ( -) Ext. ( +) IM. ( -) EXt. (4) TNT, ( -) 10 -I/5' 20 -1/2' 37' 83 -1/6' 26 110.0 157.5 110.0 157.5 110.0 210.0 110.0 157,5 110,0 157.5 110.0 180.7 110.0 123.0 110.0 157.5 110.0 190.7 86.4 66.4 110.0 420.0 110.0 120.0 19 -I/8' 26 -1 /2' 37' 53 -I /8' 36 -3/8' 110.0 157.5 110.0 157.5 110.0 210.0 110.0 114.2 110.0 157.5 110.0 177.3 73.6 73.3 110.0 116.0 110.0 120.0 49.8 49.6 105.0 106.0 106.1 120.0 33.4 33.4 51.0 01,0 90,0 70.0 90.0 70.0 00.0 60.0 24' 30' 36' 51' 66' 96' 76.1 78.1 110.0 120.0 110.0 120.0 46.9 46.9 90.0 90.0 . 90.0 00.0 31.7 31.7 76,6 76.8 90.0 90.0 70.0 70.0 30.0 00.0 19 -1/6' 26 -1 /2' 37' 53 -1/8' 60 -5 /8' 110.0 157.5 110.0 157.5 110.0 210.0 66.1 00.1 110.0 120.0 110.0 120.0 64.2 64.2 110.0 116.6 110.0 120.0 47.3 47.3 75.1 75.1 65.3 85.3 10 -1/8' 26 -1/2' 37' 53 -I/6' 03' 110.0 157.5 110.0 157.5 1105 204.0 74.8 74,6 110.0 120.0 110.0 120.0 43.8 42.6 93.1 93.1 110.0 120.0 39.4 39.4 30.3 35.3 91.3 01.3 24' 30' 36' 45' 60' 105' 59.0 44.9 59.0 4 44.9 90.0 90.0 90.0 90.0 90.0 97.0 90.0 90.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2' 37' 93 -1 /8' 74 -1/4' ;110.0 120.0 110.0 120.0 110.0 120.0 60.7 69.7 110.0 120.0 110.0 120.0 35.9 J3.9 02.9 82.9 90.0 90.0 70.0 70.0 50,0 60.0 24' 39' 54' 120' 45.6 45.6 90.0 00.0 900 90.0 70.0 70.0 50,0 50.0 36' 48' 132' 70.0 70,0 50.0 50.0 33' 45' 144' 70.0 70.0 50.0 30.0 30' 39' 156' 70.0 70.0 50.0 50.0 WINDOW LENOIR N011' WIDTH AND 11140111 DIMENSIONS CAN 0E 091E141E0 VERTICALLY OR HORIZONTALLY AS SHOWN. 1/8' MIN. 01ASS .080 IMERLAYER BAfIEX PVB 1/6' AHN, GLASS 0C -1900 SILICONE 3/16' ANN. GLASS 090 INTERIAYER SVLEX PVB 3/16' ANN. GLASS I 1 1 f it i t 6/00 NO3 INAL 7/1e- JNOMIINAL CLASS TYPE '2' CLASS TYPE '3' 3/16' HEAT STREN'0 GLASS .090 1MERUYEA SAFTEX PVB 3/18' HEAT S)REN'0 GLASS GE -1200 SILICONE 7/16" NOMINAL CLASS TYPE '0' EA41 9R. HUILAYOU14 FAR000 SNWCI4IRCS FlA PE 9 10551 OC 4 2001 GE-1000 SILICONE AC FROM AS COMPLYING LN1H 111E 0414TH' 4.09104 66 101 1Um00E by 4.4.7.Tire( t_ P900'CT 0)1190), 01V)S10N GUILD ' CODECOMPLIAUCE " ICE ACCEPTMICENO0(-1414'431 O c° u 0 0 U L 0e r I b t.- drawing no. W99 -10 (sheet 3 of 6 ) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REOUIREO REFER TO SHEETS 5 A/10 6 FOR INSTALLATION DETAILS 8114508 01115. OUSS TYPE '2A' CUSS TYPE '3A' 910111 HEIGHT EXT. (4) 1HT. ( -) EXT, (4) IM. ( -) 24' 110.0 157.0 110.0 195,8 30' 78. 110.0 112.6 110.0 156.6 36' 69.0 89.0 110.0 130.5 42' 36' 73.1 73.1 110.0 120.0 46' 63.1 63.1 110.0 120.0 54' 84' 56.1 56.1 110.0 120.0 60' 80.3 50.3 110.0 120.0 24' 110.0 137.3 110.0 193.6 30' 96' 93.6 03.6 110.0 156.5 36' 73.1 73,1 110.0 120.0 42' 42' 74.6 74.8 96.9. 111.9 48' 108. 66.0 66.0 96.9 111.9 , 54' 120' 59.1 59.1 96.9 111,9 60' 52.5 52.5 90.0 90.0 24' 110.0 120.0 110.0 181.4 30' 26 I 80.5 60.5 110.0 120.0 J6' 63.1 63.1 110.0 ' ' 120.0 42' 45' 66.0 66.0 964 111.9 49' 59.0 59.0 64.8 97.9 54' 30 -3/0' 63.2 53.2 90.0 90.0 60' 46.0 48.0 90.0 90.0 24' 110.0 112.0 110.0 177.8 30' 30 71.2 71.2 110.0 120.0 36' -5/6' 36.1 56.1 110.0 120.0 42' 54' 59.1 59.1 96.9 111.9 49' 53.2 53,2 90.0 90.0 54' 46.9 48.9 80.0 80.0 60' 44.3 44.3 80.0 80.0 24' 108,9 108.6 110.0 120.0 30' 64,5 64.5 110.0 120.0 36' 74 -1/4' 50.3 50.3 110.0 120.0 42' 60. 52.5 52.5 90.0 90.0 48' 40.0 48.0 90.0 90.0 54' 44.3 44.3 80.0 60.0 24' 100,4 100.4 110.0 120.0 30' 62.4 62.4 110.0 120.0 36' 66' 44.7 44.7 90.0 90.0 42' 47.4 47.4 90.0 90.0 45' 43,9 43.9 90.0 90.0 24' 99.2 99.2 110,0 120.0 30' 57.7 57.7 110.0 120.0 36' 72' 41.4 41.4 90.0 90.0 42' 42.7 42.7 90.0 00.0 48' 38.6 39.6 90.0 90.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REOUIR 0 REFER TO SHEETS 5 NM 6 FOR INSTALLATION OPALS WINDOW DW9. OUSS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (4) INT. ( -) EXT. (4) 117. ( -) 24' 98.6 98.6 110.0 120.0 30' 78. 55.8 35.8 90.0 90.0 38' 38.3 39.3 90.0 90.0 42' 37.9 37.9 90.0 90.0 24' 92.4 92.4 110.0 120,0 30' 84' 53,2. 53,2 90.0 90.0 36' 36.0 .35.0 90.0 90.0 24' 84.3 A 84.3 110.0 120,0 k 30' 96' 50.8 50.8 90.0 90.0 36' 34.2 34,2 90.0 90.0 24' 63.7 63.7 90.0 90.0 30' 108. 48,6 48.5 90.0 90.0 24' 120' 49.2 49.2 90.0 90.0 19 -1/8' 110.0 170.0 110.0 210.0 28 -1/2' 110.0 166.2 110.0 180.7 31' 26 110.0 132.7 110.0 160.7 53 -1/8' 93.2 93.2 110,0 120.0 10-1/8' 110.0 170.0 110.0 210.0 26 -1/2' 110.0 123.3 110.0 177.3 37' 30 -3/0' 79.2 79.2 110.0 120.0 53 -1/8' 53.7 53.7 108.1 120,0 19 -1/8' 110,0 170,0 110.0 210.0 26 -1/2' 30 95.1 95.1 110.0 189.7 37' -5/6' 58.5 58.5 110.0 120.0 53 -1 /8' 51.6 51.6 85.3 85,3 19 -1/8' 110.0 170.0 110.0 204.6 26 -1/2' 00.0 80.8 110.0 120.0 37' 63' 462 18,2 110.0 120.0 53 -1/8' 12,9 42.9 81.3 81.3 19 -1/8' 110.0 120.0 110.0 120,0 28 -1/2' 74 -1/4' 73.2 75.2 110,0 120.0 37' 39.6 30.8 90.0 90.0 'W/OW. WIDTH Z1tL1E: 940114 AND LENGTH 01901510115 CAN BE ORIENTED VEROCALLY OR HORIZONTALLY A3 SHOWN ABOVE. I/O' TEMP, 01AS5 I/O' ANN. 01.495 .090 INIERIAYER SAFLOI PV8 I/O' ANN. CLASS II 1 3/4" INSULATED GLASS TYPE '2A' 1/8' TEMP. 01459 1/8' TEMP. 096 .090 YER P 1/8' TEMP. OIASS 6E -1200 SILICONE 041111 rl" 3/4 INSULATED GLASS TYPE '34' 65 -1209 911150)45 SEE SHEETS 5 At 6 FOR ANCHORS Enan NuUAYOUN 6114005 FLA. P STRUCTURES 16557 'TUT 4 2001 APPROVED AS COMPLYING ¶1111 THE SOUTH FLORIDA 801(01110 CDOE pAT �1 BY A/re i P60514 1 CONTROL DIVISION BUILD ,' COMPLIANCE OFFICE ACCEPTANCE NOT \- (R(Si.pl drawing no. W99 -10 (oAsel 3A of 6J EY TAUDED GLAZING DEAD OPTIONAL 1/4' ANN. GLASS 0C -1000 SILICONE 1/4" NOMINAL GLASS TYPE '4' 3/16' ANN, GLASS 3/16' ANN. CUSS ROLL 109460 01.50140 9645 3/10' TEMP. CLASS GE -1000 06 -1000 9.4 SILICON[ 3161604E ! 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' 3/10" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT R SISTAHT SHUTTERS 06001060 REFTR 70 ONEE79 0 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '44' CLASS TYPE '6'4'65' WIDTH HEIGHT EXT. ( +) INT, ( -) EXT. (4') IM. ( -) EXT. ( +) IM. ( -) 24' 30' 36' 42' 48' 54' 60' 39' 92.5 92.5 92.5 92.5 110.0 195.8 74.0 74.0 74.0 74.0 110.0 156.0 61.7 61.7 61.7 91.7 110.0 130.5 01,7 01,7 61.7 61.7 110.0 130.5 61.7 61.7 01.7 61.7 110,0 130.5 61.7 61.7 61.7 01.7 110.0 130.5 57.7 57.7 61.7 61.7 110.0 130.5 24' 30• 36' 42' 48' 54' 42' 91.5 91.5 01.5 91.5 110.0 693,e 74.0 74,0 74.0 74.0 110.0 156.6 61.7 61.7 61.7 61.7 110.0 130.5 02.9 52.9 52.9 52.9 98.9 111.9 52.9 52.9 52.9 52.9 98.0 111.9 52.9 52.0 52.9 52.9 96.9 111,9 24' 30' 35' • 42' 48' 48' 07.1 57.1 67.1 67.1 110.0 194.4 74.0 74,0 74.0 74.0 110.0 156.0 51.7 61.7 61.7 61,7 110.0 130.5 52.9 52.9 52.0 52.9 96.9 111.9 46.3 46,3 46.3 46.3 64.6 97.9 24' 30' 36' 42' b4, 84.0 84.0 . 64.0 64.0 110.0 177.8 72.4 72.4 72.4 72.4 110.0 153.2 81.7 81.7 61.7 61.7 110.0 130.5 52.9 52.9 52.0 52.9 96.9 111.9 3/18' TEMP. GLASS 3/16' TEMP. CLASS GE-1000 SILICONE 3/4" OVERALL INSUL, TEMP. ALT. GLASS TYPE '6A' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS 0506 COUNTY APPROVED IMPACT RC$ISTANt 9NUITVIS 96001060 RE tR TO SHUTS 0 AND 0 FOR INSTALLATION DETAILS WINDOW 01118. GLASS TYPE '4' 01489 TYPE '44' 01.169 TYPE '6'4'OA' MOTH HEIGHT EXT. ( +) INI. ( -) EXT. ( +) INT. ( -) M. (4.) INT. ( -) 24' 30' 36' 60' 61.7 01.7 81.7 81.7 110,0 172.9 69.7 69.7 69.7 99,7 110.0 147.5 57.7 57.7 81.7 01.7 110.0 130.5 24' 30' 00• 79.0 79.9 79.0 79.9 110.0 169.0 87.9 67.6 97.9 67.6 110.0 143.2 24' 30' 72• 78.4 70,4 70.4 78.4 110.0 168.0 04.4 04.4 66.0 69.0 110.0 139.0 24' 78' 77.2 77.2 77.2 77.2 110,0 163.4 34' 64' 76.2 70.2 70.2 70.2 110.0 101.3 24' 96' 74.7 74.7 74.7 74.7 110.0 158.1 19 -1/8' 20-1/2" 37' 53 -1 /8' 26' 110.0 110.1 110.0 116.1 110.0 210.0 85.4 85.4 85.4 05.4 110.0 180.7 85.4 05.4 05.4 85.4 110.0 1110.7 79.9 79.9 79,9 79.9 110.0 109.0 19-1/9" 26 -1/2' 37' 53 -1/8' 38 -3/0' 100.2 109.2 109.2 109.2 1 tom 210.0 83.8 83.8 83.8 83.6 110.0 177.3 00.0 60.0 00.0 80.0 110.0 127.0 57.9 57.9' 67.9 57.0 107.1 123.7 19 -1 /8' 29 -1/2' 37' 60 -5/8' 101.1 101.1 101.1 101.1 110.0 210.0 60.2 80.2 80.2 80.2 • 110.0 169.7 60.0 60.0 00.0 60.0 110.0 127.0 19 -1/8' 29 -1/2' 37' 63' 96.7 98.7 96.7 98.7 110.0 204.6 74.9 74.9 74.9 74.9 110.0 158.0 53.6 53.6 60.0 80.0 110.0 127.0 19-1/8' 26 -1/2' 74 -1/4' 94.1 94.1 94.1 04.1 110.0 199.2 72.0 72,0 72.0 72,0 110.0 152.5 'ingn DR. IIUW*7096 155000 flAR 6 666537 OCT 4 1001 APPROVED AS COM PLY IN0N11H THE 6001H 7LORIDA BUII I I ODE DA1 I BY ✓_ ♦ - _ PRO 0 T I roam DMSION 4 BURN . CODE COMPLIANCE OFFICE ACCEPTANCE NOOL "CAI V <I1 5 It 0 0 Ix a 66 1 ' rtiA k- s� 1 drowIn0 no. W99 -10 (sheet 4 of 8 .0 1. 3/t6. OR 1/4' TAPCON INSTAILATION TYPE '1' INSTALLATION CONIIITTONS (APPLIES TO ALL FOUR SlflERj FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 AC WOOD BUCK TYPE '1' MATFRIM • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' TAPCONS, 1 -3/0' ENDED 1/4' TAPCONS, 1-1/2' EMBED SEALANT dr. ' /1' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' SNOOD BUCK TYPE '3' UMW PRESSURE TREATED DPICA INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' OR 1/4' 1APCON JNSTAJ.LATION TYPE '2' • e l /B• WOOD SUCK TYPE '2' HNEQIyt PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING WOOD 3/16' TAPCONS, 1 -3/0' ENIED 1/4' TAPCONS, 1 -1 /e' EMBED SEALANT i .v BUCK INSTALIAIION BY DINERS INSTALLATION TYPE '4' x e I/O' HIH. W000 SUCK TYPE '4' MAILMAIA PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON AI FO IR CID S/USINO WOOD WOOD BUCKS NOT BY COI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. *10 $HS ATTACHMENT 10 APPROVED MULLIONS CnInTA. HUMAIOUN /MOOD SIRUCRIRCS CIA PE le!!7 OCT 4 2001 it 8 U o hang Ts. APPROVED A$ COMPLYING VAIN THE SOAUTHAte610 eViLI Irl', DE BY `u/L.jj C /i {iii/i((I If PRODU T , ROLDMSION eURDIN CODECOMPUANCE ' Ice ACCEPTANCENo01- QLiL$•OL sheet 5 01 6 III drawing no. W99 -10 1 TAPCONS AS MANUFACTURED BY ELCO.) 2ERFORHAHCE VALUER FOR INSTALLATION OF AN C11 ORS TYPE 'A' '0' OR 'C' Rtr8R TO SHttr S TOR DETAILS WINDOW DIMS. WIDTH HEIGHT ANC1102 TYPE 'A' ANCHOR TYPE '8' ANCHOR TYPE 'C' 24' 30' 36' 42. 48' 54' 60' 36' 190.0 220.0 220.0 150.4 199.6 280,0 132.0 150.0 184.0 105.6 :26.4 147.2 132.0 198.0 184.0 113.1 135.4 157.7 99.0 118.5 138.0 24' 30' 36' 42' 48' 54. 60' 42' 198.4 189.6 220.0 126,7 151.7 176.6 105.6 126,4 447,2 90.5 108.3 126.2 113.1 139.4 157.7 97.0 116.1 135.2 84.9 101.6 118.3 24' 30' 36' 42• 40' 54' 60' 40' 198.0 220.0 220.0 198.4 199.6 220.0 132.0 158.0 184.0 113.1 135.4 157.7 99.0 118.5 130.0 04.9 101.6 110.3 74.3 80.9 103.5 24' 30' 36' 42' 48' 54, 60• 54' 169,7 603.1 220.0 135.0 162.5 189.3 113.1 135.4 197.7 97.0 116.1 139.2 84.9 101.6 118.3 75.4 90.3 105.1 66.0 79.0 92.0 24' 30' 36' 42' 40' 54' 60• 60' 149.5 177.e 207.0 118.8 142.2 165,6 99.0 118.5 138.0 84.9 101.6 118.3 74.3 08.9 103.5 66.0 79,0 92.0 39.4 71.1 82.8 54' 30' 36' 4Q• 40' 54' 60' 66' 176.0 210.7 220.0 140.8 168.5 196.3 117.3 140.4 163.6 100.6 180.4 140.2 08.0 105.3 02.7 70.2 93.6 1094 70.4 84.3 90.1 24. 30' 36' 42' 48' 54' 60' 72' 158.4 199,6• 220.0 126,7 151.7 176.6 105.6 126.4 147.2 90.5 108.3 126.2 79.2 94.0 110.4 70.4 04.3 99.1 63.4 79.8 08.3 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' '2' OR 'C' RUNT TO SHCLT 6 IOW DtTAIU RmNDow DIMS. ANCHOR ANCHOR ANCHOR WIDTH HEIGHT TYPE 'A' TYPE '2' TYPE 'C' 24' 144.0 172.4 200.7 30' ' 115.2 137.9 160.6 36' 26 96.0 114.9 133.8 42' 82.3 98.9 114.7 48' 78.0 86.2 100,4 54' 70 64.0 76.6 09.2 60' /0• 97.6 68.9 00.3 66' 52.4 62.7 73,0 72' 48.0 57.5 66.9 78' 44.3 53.0 61.0 24' 50 -5 /0• 169.0 197.5 A 220.0 30' 132.0 198.0 184.0 36' 110.0 131.7 153.3 •2' 94.3 112.9 131.4 40' 84' 82.5 90.0 115.0 54". 73.3 87.8 102.2 60• 66.0 79.0 92.0 66' 74 -1/4' 60.0 71.0 .03.6 72' 55.0 65.0 76.7 24' 141.4 169.3 197.1 30' 113.1 135.4 157.7 36' 94.3 112.9 131.4 42' 80.8 96.7 112.7 40' 96' . 70.7 84.6 90.6 34' 62.9 75.2 07.6 60' 96.6 67.7 78.9 66' 51.4 61.6 71,7 72' 47.1 56.4 69.7 24' 140.5 177.0 207.0 30' 118.8 142.8 165.6 36' 99.0 118.5 138.0 42' 108' 84.9 101.6 110.3 40' 74,3 08.9 103.5 54' 66,0 79.0 92.0 60' 99.4 71.1 88.8 24' 154.0 184.3 214.7 30' 123.2 147.5 171.7 36' 120 102.7 122.9 143.1 4e' .68.0 105.3 122.7 48' 77.0 92.e 107.3 54'. 68.4 81.9 95.4 24' 158.4 189,6 220.0 30' 126.7 151.7 176.6 36' 132' 105.6 126.4 147.8 42' 90.5 108.3 126.2 48• 79,2 94.8 110,4 24' 144.0 172.4 200.7 30' 115.2 137.9 160,6 36' 144, 96.0 114.9 133.8 42' 82.3 98.5 114.7 40' 72.0 86.2 100.4 24' 140.3 177.8 207,0 30' 110.9 *42.2 165.6 36' 156 99.0 110.9 130,0 42' 84.9 101.6 119.3 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' '8' OR 'C' RCreR TO OHLLT 0 FOR DETAIL$ WINDOW 01148. ANCHOR ANCHOR ANCHOR WIDTH HEIGHT TYPE 'A' TYPE '8' TYPE 'C' 19 -1/8' e2o.o 2204 220.0 26 -1 /e' 214.0 220.0 220.0 37' 26 175.5 210.0 220,0 53 -1/8' 160.0 191.5 2200 19 -1/0' 220.0 220.0 220.0 26•1/2' 38 -3 163.2 195.3 220.0 37' /0• 116.9 139.9 162.9 53 -1 /11' 100.4 129.8 151.1 19 -1/8' 2eo.0 220.0 220.0 26 -1 /2' 167.1 200.1 220.0 37' 50 -5 /0• 119.7 143.3 166.9 53 -1/0' 82.2 90.4 114.5 19 -1 /0• 175.4 209.9 280.0 26 -1 /2' 126.6 151,5 176.4 37' 63' 90.7 100.5 126.4 53 -1/8• 63.1 75.6 00.0 19 -110' 191.6 220.0 `. 220.0 26 -1/2' 74 -1/4' 138.3 165.5 192.7 37• 99.0 110.5 130.0 53 -I /O' 69.0 _ 02.6 96.1 NOQE1 W10TN AND LENGTH DIMENSIONS CAR BE ORIENTED VIRIM.ILLY OR HORIZONTALLY AS SHOWN ABOVE, ANCHORS: A a 3/16" TAPCONS INTO 2BY BUCKS OR W000 STRUCTURES 1 -3/8' MIN, EMBEDMENT THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY 11410 MASONRY 1 -1/4' MIN. MASONRY EMBED 8 a 1/4' TAPCONS INTO 2BY BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. W000 EMBEDMENT C = 1/4' TAPCONS THRU WOOD BUCKS INTO MASONRY 1 -1/4' MIN, MASONRY EMBED J10 WAS INTO APPROVED MULUONS Intn 02. H011AYONN P4/1000 $TROC10R1! 0A PC / ICES7 OCT 4 2001 v v cr 0 e APPROVED AS COMPLYMOMI(N 1HE SOUTH 110910* MOLDING 00E y DA1 1 I IJ i i 4 BY PROD T ' *1001OM540N drawing no. BWLOINO CODE COMPUANCE OFFICE ACCEPIANCENO(l1.Oq .OI (heet 6 of 6 ) W99 -10 MIAMI�DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF A CCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1.10 WEST FLAGLER STREET. SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTIACI'OR LICENSING sI :c-noN (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 I'RODUCr CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 238 Aluminum Casement Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1002.03 EXPIRES: 10/31/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/21/2001 11s045000I\pc200011cemplates (notice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com • Construction Glass Ind. Corp. ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises & renews Notice of Acceptance (NOA) No. 99- 0329.01, which was issued on November 18, 1999. It approves an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "238" Aluminum Casement Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 -100, Sheets 1 through 6 of 6, titled "Series - 238 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 12/04/98 and revised on 9/27/01, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1:1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this, - system Raul Rodriguez, hief Product Control Division . Construction Glass Ind. Corp. ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting, data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. • 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of'this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The en;inccr need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 :/ Raul Rodriguez, Chief Product Control Division _SNUBBER AT IMPACT VINDOVS ONLY 7 D.L. OPG VENT VIDTH VINDOV VIDTH EXTERIOR EXTERIOR VINDOV HEIGHT u S U } IL 4 FOR GLASS TYPES, REFER TO SHEETS 3, 3A AND- 4. Li D.L. OPG. 2 1/2' VENT VIDTH VINDOV VIDTH INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. SUE. 2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 & 3A FOR IMPACT RESISTANT. 5) SHEET 4 FOR NON- IMPACT RESISTANT. STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. -2j 3 0 0 3 WINDOW WIDTH VENT WIDTH WW -2' 0.L. OPG. WW -7' 17' MAX 6' MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL 24' MAX. TYP. AT SHORTER SIDES TYPICAL ELEVATION FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. NOTES; 1. THIS STRUCTURE IS DESIGNEO AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Env.: OR. HUMAYOUN FAR000 STRUCTURES Fll. PE / 16557 / ■l SEP 2 8 2001 0 / 1 m 3 U APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE I OY ' , r 22 L 19 BY ODU oL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 01-lOu2 .03 z 4- W 50 z aa N I 41 N 0 ce 0 0 e 0 0 n 1 0 .0 v v 0 1 v. J drawing no. W98 -100 (sheet 1 of 6 VENT CORNER ALL FRAME AND VENT CORNERS TO 80 SEALED WITH GE SILPRUF OR EQUIV. CORNER KEY .060 THICK 5T. STEEL 2 5/8' CORNER KEY .062 THICK ALUMINUM 1.000 .383 FRAME GLAZING STOP ITEM PART 1 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 CGI-373 4 FRAME 6063 -T6 INDALEX OR EOUIV. 2 001-378 4 VENT (5/16' LAN. GLASS) 6063 -T6 1NOALEX OR EQUIV. 2A C01-374 4 VENT (3/16' 6 1/4' GLASS) 6063 -16 INDALEX OR EQUIV, 2B - 4 VENT (3/4' INSUL. GLASS) 6063-16 INDALEX OR EOUIV. 2C CG1 -385 4 VENT (7/16' LAN. GLASS) 6063-16 INDALEX OR EQUIV. 3 C51 -375 4 GLAZ'IG BEAD 6063 -T5 INDALEX DR EOUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REOD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS REDD. VENT VEATHERSTRIPPING - SCHLEGEL 0-LON 8 35 -10 -00 -101 2/ VENT 4 DAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED V/ (6) 08 X 3/8' SS 5)15 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2) N8 X 3/8' SHS 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED V/ (2) NIO X 3/8' SS SMS rl0A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED V/ (2) 010 X 3/8' SS SMS 11 23- 20-00 -101 1 OPERATOR HANDLE STEEL TRUTH. ATTACHED V/ (2) 08 X 3/8' SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED V/ (2) *8X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 010 X 1 -1/4' SS SMS ■ FOR NON- IMPACT VONDOVS VITH 3/16' ANN, GLASS ONLY FRAME CORNER 2 13 VENT 5/16" LAM. CLASS) 1.757 1.875 ► .720 I —I 1.438 VENT (3/16" (3/16" & 1/4 CLASS) 1 1.624 VENT (3/4" INSUL. CLASS) VENT 7/16" LAM. GLASS) Engr. OR. HULlATOUN FAR000 STRUCTURES FLA PE / 16557 SEP 2 8 2001 APPROVED AS COMPETING WtlM ME SOUTH FLORIDA BUILDING CODE DATEe((y((1(¢6rt .j 200 %19 BY ODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0/- /00 Z. OS z w w 0 z W ( 0 00 0 (.7 0 Z (2)w tn CD z c p 0 co �3J Q FAX, (305) 59 3_5592 0 0 n r, 0 0 0 Xi s drawing no. W98 -100 (sheet 2 of 6 X1/8" ANN. GLASS .090 INTERIAYER SAFLEX PV8 1/8" ANN. CLASS GE -1200 SILICONE I 5/16" NOMINAL GLASS TYPE '2' 3/16' ANN. GLASS .090 INTERLAYTA SAFLEX PV8 3/16' ANN. GLASS GE-1200 SILICONE 7/16" NOMINAL GLASS TYPE '3' 3/16" HEAT STREN'0 CLASS .090 INTERLAYER \SAFLEX Pv8 rdir [3/16" HEAT STREW() GLASS 7/16" NOMINAL GLASS TYPE GE -1200 SILICONE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' CLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) ANT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 167.0 110.0 167.0 110.0 210.0 20" 24' 28" 30" 32" 36" 60� 98.8 98.8 110.0 167.0 110.0 192.6 110.0 145.5 110.0 167.0 110.0 210.0 85.8 85.8 110.0 120.0 110.0 120.0 110.0 113.9 110.0 167.0 110.0 210.0 66.9 66.9 110.0 120.0 110.0 120.0 104.3 104.3 110.0 167.0 110.0 210.0 59.8 59.8 110.0 120.0 110.0 120.0 95.8 95.8 110.0 167.0 110.0 210.0 54.0 54.0 110.0 120.0 110.0 120.0 82.5 82.5 110.0 167.0 110.0 210.0 46.6 46.6 102.7 102.7 110.0 120.0 72.2 72.2 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 66" 86.7 86.7 110.0 167.0 110.0 169.0 67.7 67.7 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 154.4 110.0 167.0 110.0 210.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 127.2 110.0 167.0 110.0 210.0 57.8 57.8 110.0 118.2 110.0 118.2 95.8 95.8 110.0 167.0 110.0 210.0 49.6 49.6 110.0 112.2 110.0 112.2 86.7 86.7 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 56.1 56.1 109.3 109.3 109.3 109.3 67.7 67.7 110.0 120.0 110.0 120.0 48.9 48.9 95.3 95.3 95.3 95.3 60.2 60.2 110.0 120.0 110.0 120.0 46.0 46.0 89.8 89.8 89.8 89.8 57.2 57.2 110.0 120.0 110.0 120.0 43.6 43.6 85.0 85.0 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 130.0 110.0 167.0 110.0 210.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 101.3 101.3 110.0 111.2 110.0 167.0 110.0 210.0 43.8 43.8 85.4 85.4 85.4 85.4 82.9 82.9 110.0 120.0 110.0 120.0 38.1 38.1 74.3 74.3 74.3 74.3 74.5 74.5 110.0 120.0 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.8 80.8 80.8 67.8 67.8 110.0 120.0 110.0 120.0 34.9 34.9 68.0 68.0 68.0 68.0 58.5 58.5 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 26" 110.0 167.0 110.0 167.0 110.0 210.0 52.9 52.9 110.0 113.4 110.0 120.0 110.0 167.0 110.0 167.0 110.0 210.0 50.5 50.5 106.4 106.4 110.0 120.0 110.0 123.0 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 36' 40" 42" 54" 110.0 112.3 110.0 167.0 110.0 210.0 19 -1/8" 26 -1/2" p7' 38 -3/8" 110.0 167.0 110.0 167.0 110.0 210.0 98.0 98.0 110.0 167.0 110.0 191.1 110.0 114.2 110.0 167.0 110.0 210.0 73.9 73.9 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 66.0 66.0 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 100.0 167.0 110.0 210.0 59.5 59.5 110.0 120.0 110.0 120.0 88.1 88.1 110.0 120.0 110.0 120.0 52.0 52.0 110,0 115.1 110.0 120.0 54.2 54.2 110.0 117.7 110.0 120.0 47.3 47.3 98.6 98.6 110.0 120.0 19 -1/8' 26 -1/2" 37' 63" 96.7 96.7 110.0 167.0 110.0 188.5 45.2 45.2 92.6 92.6 110.0 120.0 74.8 74.8 110.0 120.0 110.0 120.0 42.8 42.8 93.1 93.1 110.0 117.0 19 -1/8" 26 -1/2" 74 -1/4' 63.0 63.0 .110.0 120.0 110.0 120.0 46.6 46.6 90.9 90.9 90.9 90.9 Engr: 0R. HUUAYOUN FAR000 STRUCTURES FLA. PE % 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COOS DATE 12 2-02 BY PRODIXr CONTROL DIYISIOIr BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, 01_ 1001 .03 8 drawing no. W98 -100 (heet 3 of 6 1/8" TEMP. CLASS 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PV8 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' E -1200 SILICONE 1/8' TEMP. CUSS 1/8' TEMP. CLASS .090 INTERLAYER SAFLEX PV8 1111' 11/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' GE-I200 ILICONE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIND01' DIMS. GLASS TYPE '2A' .CLASS TYPE '3A' WIDTH HEIGHT EXT. (4.) ANT. ( -) EXT. ( +) ANT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) ANT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36, 110.0 190.0 110.0 210.0\ 20" 24" 28" 30" 32" 36" 60" 98.8 98.8 110.0 192.6 110.0 161.9 110.0 210.0 85.8 85.8 110.0 120.0 110.0 129.8 110.0 210.0 76.3 76.3 110.0 120.0 110.0 118.9 110.0 210.0 68.1 68.1 110.0 120.0 109.2 109.2 110.0 210.0 61.6 61.6 110.0 120.0 94.0 94.0 110.0 210.0 53.2 53.2 110.0 120.0 82.3 82.3 110.0 120.b 20" 24" 28' 30" 32" 66" 86.7 86.7 110.0 169.0 77.2 77.2 110.0 120.0 73.4 73.4 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42. 110.0 154.4 110.0 210.0 64.2 64.2 110.0 120.0 110.0 137.2 110.0 210.0 60.6 60.6 110.0 118.2 109.3 109.3 110.0 210.0 56.6 56.6 110.0 112.2 98.8 98.8 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 90.5 90.5 110.0 120.0 56.1 56.1 109.3 109.3 77.2 77.2 110.0 120.0 48.9 48.9 95.3 95.3 68.7 68.7 110.0 120.0 46.0 46.0 89.8 89.8 65.2 65.2 110.0 120.0 43.6 43.6 85.0 85.0 20" 24" 28' 30" 32" 36" 40" 42" 48. 110.0 130.0 110.0 210.0 20" 24" 28 ". 78" 52.0 52.0 101.3 101.3 110.0 114.3 110.0 210.0 43.8 43.8 85.4 85.4 94.5 94.5 110.0 120.0 38.1 38.1 74.3 74.3 85.0 85.0 110.0 120.0 20" - 24" 84, 41.5 41.5 80.8 80.8 77.3 77.3 110.0 120.0 34.9 34.9 68.0 68.0 66.7 66.7 110.0 120.0 19 -1/8" 26 -1/2" 37" 26" 110.0 190.0 110.0 210.0 60.4 60.4 110.0 120.0 110.0 190.0 110.0 210.0 57.5 57.5 110.0 120.0 110.0 140.2 110.0 210.0 20" 24" 28" 30" 32" 36" 40' 42" 54. 110.0 112.3 110.0 210.0 19 -1/8" 2611/2" ,S7" 38 -3/8" 110.0 179.3 110.0 210.0 98.0 98.0 110.0 191.1 110.0 130.2 110.0 210.0 84.2 84.2 110.0 120.0 83.7 83.7 110.0 120.0 75.2 75.2 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 110.0 210.0 67.9 67.9 110.0 120.0 993 99.7 110.0 120.0 59.3 59.3 110.0 120.0 61.8 61.8 110.0 120.0 54.0 54.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 63' 96.7 96.7 110.0 188.5 51.6 51.6 110.0 120.0 74.9 74.9 110.0 120.0 48.8 48.8 110.0 117.0 19 -1/8" 26 -1/2" 74 -1/4" 63.0 63.0 110.0 120.0 46.6 46.6 90.9 90.9 Engr;. OR. HUVATOUN FAR000 STRUCTURES FLA. PE F 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ticr z5 240/1g BY -" PRO'UCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFncI ACCEPTANCE 110. p i loot . 0 3 SERIES -238 ALUMINUM CASEMENT WINDOW 0 FAX. (305) 593 -6592 0 a b 6 5 4 drawing no. W98 -100 (sheet 3A of 6 EXTRUDED GLAZING BEAD OPT IONAL 1/4" ANN. CLASS GE -1000 SILICONE N 1/4" NOMINAL CLASS TYPE '4' -3/I6' ANN, GLASS 3/16" 455. GLASS Ait GE -1000 SILICONE 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '44' ROLL FCRNED GLAZING BEAD x3/16" TEMP. GLASS 3/16" TEMP. GLASS 3/16' TEMP. GLASS GE -1000 1 GE -1000 SILICONE 3/16" NOMINAL GLASS TYPE '5' SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '54' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF' NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '44' GLASS TYPE '5' A '5A' WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '44' GLASS TYPE '5' & '54' WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) I INT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20' 24' 28" 30" 32" 36" 40" 42" 36„ 110.0 167.0 110.0 190.0 110.0 210.0 20' 24" 28' 30" 32" 36' 60• 98.8 98.8 '98.8 98.8 110.0 192.6 110.0 161.9 110.0 161.9 110.0 210.0 85.8 85.8 85.8 85.8 110.0 167.2 110.0 138.8 110.0 138.8 110.0 210.0 76.7 76.7 76.7 76.7 110.0 149.6 110.0 127.6 110.0 129.5 110.0 210.0 73.0 73.0 73.2 73.2 110.0 142.7 110.0 117.4 110.0 121.4 110.0 210.0 66.2 66.2 70.2 70.2 110.0 136.8 100.6 100.6 110.0 107.9 110.0 210.0 57.7 37.7 65.3 64.8 110.0 126.3 88.6 88.6 110.0 97.1 110.0 189.4 20" 24' 28' 30" 32" 66" 86.7 1,6.7 86.7 86.7 110.0 169.0 83.9 83.9 110.0 92.5 110.0 180.4 73.4 73.4 73.4 73.4 110.0 143.2 20" 24" 28" 30" 32" 36" 40" 42" 42„ 110.0 154.4 110.0 154.4 110.0 210.0 64.2 64.2 64.2 64.2 110.0 125.2 110.0 137.2 110.0 137.2 110.0 210.0 60.6 /10.6 60.6 60.6 110.0 118.2 110.0 117.0 110.0 118.9 110.0 210.0 57.5 57.5 57.5 57.5 110.0 112.2 105.8 105.8 110.0 111.0 110.0 210.0 20' 24" 28" 30" 32" 72" 66.4 66.4 66.4 66.4 110.0 129.4 96.5 96.5 110.0 104.1 110.0 202.9 56.1 56.1 56.1 56.1 109.3 109.3 83.9 83.9 110.0 92.5 110.0 180.4 48.9 48,9 48.9 48.9 95.3 95.3 75.5 75.5 109.4 83.3 110.0 162.3 46.0 46.0 46.0 46.0 89.8 89.8 72.1 72.1 106.0 79.3 110.0 154.6 43.6 43.6 43.6 43.6 85.0 85.0 20' 24" 28" 30" 32" 36' 40" 42" 48„ 110.0 130.0 110.0 130.0 110.0 210.0 20" 24" 28' 78" 52.0 52.0 52.0 52.0 101.3 101.3 110.0 114.3 110.0 114.3 110.0 210.0 43.8 43.8 43.8 43.8 85.4 85.4 100.2 100.2 103.8 103.8 110.0 202.4 38.1 38.1 38.1 38.1 74.3 74.3 90.7 90.7 99.8 97.1 110.0 189.4 20 24" 84" 41.5 41.5 41.5 41.5 80.8 80.8 83.3 83.3 96.5 91.1 110.0 177.6 34.9 34.9 34.9 34.9 68.0 68.0 73.4 73.4 91.5 80.9 110.0 157.8 19 -1/8" 26 -1/2" 37" 26" 110.0 167.0 110.0 210.0 110.0 210.0 66.6 66.6 88.2 72.8 110.0 142.0 110.0 167.0 110.0 203.0 110.0 210.0 63.8 63.8 87.1 69.4 110.0 135.3 110.0 145.4 110.0 145.4 110.0 210.0 20" 24" 28' 30" 32" 36" 40" 42" 54„ 110.0 112.3 110.0 112.3 110.0 210.0 19 -1/8" 26 -1/2" 38 -3/8' 110.0 167.0 110.0 179.3 110.0 210.0 98.0 98.0 98.0 98.0 110.0 191.1 110.0 137.5 110.0 137.5 110.0 210.0 88.2 88.2 88.2 88.2 110.0 172.0 89.9 89.9 110.0 98.5 110.0 192.1 80.2 80.2 84.4 84.4 110.0 164.7 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 110.0 125.8 110.0 210.0 73.8 73,8 81.2 80.9 110.0 157.8 99,7 99.7 99.7 99,7 110.0 194.5 64.6 64.6 76.2 71.9 110.0 140.3 67.8 67.8 83.1 74.7 110.0 145.6 59.5 59.5 72.6 64.8 110.0 126.3 19 -1/8" 26 -1/2" 37" 63" 96.7 96.7 96.7 96.7 110.0 188.5 57.3 57.3 71.3 61,7 110.0 120.3 74.9 74.9 74.9 74.9 110.0 146.1 53.6 53.6 60.0 60.0 110.0 117.0 19 -1/8" 26-1/2" 74 -1/4" 63.0 63.0 63.0 63.0 110.0 122.9 46.6 46.6 46.6 46.6 90.9 90.9 Engr: 45. 441(4096 FAR000 S'iR'JL'1URZZS RA. PE ) 16557 / - 7_ u l APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE i, . i 22 lull 19 8 .0 ORODU CONTROL 0161510 BUILDI96 CODE COMPLIANCE OFFICE ACCEPTANCE N0. Q1-1041. U 3 u COMP - ANA \W98 -1 SERIES -238 ALUMINUM CASEMENT WINDOW 0 0 0 drawing no. W9,5-100 (sheet 4 of 6 I S • 3/16' OR 1/4' TAPCON SEALANT INSTALLATION TYPE '1' INSTALLATION CONDITIONS (APPLIES TO Aj,T. FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 1 3/8' 2 1/8' WOOD BUCK TYPE '1' MATFRUI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' OR 1/4' TAPCON SEALANT INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MAIFRIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCONS I -1/2' MIN. WOOD PENETRATION SEALANT V 4 BUCK INSTALLATION BY OTHERS 1 3/8' INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCONS 1 -1/2' MIN. V000 PENETRATION SEALANT BUCK INSTALLATION 81' OTHERS INSTALLATION TYPE '4' 2 I/O' 1116. WOOD BUCK TYPE '4' MATERAAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CCI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ATTACHMENT TO APPROVED MULLIONS Env: 0R. HUMAYOUN FAR000 STRUCTURES R.A. PE / 16557 SEP 2 8 2001 APPROVED AS CDMPLTIN6 WITH THE SOUTH FLORIDA BUILDING CODE DATE A'wLMltt. LC, 3401 9 BY PRODUCT CONTROL DIVISIDpµµ/ /� BUILDING CODE COMPLUNCE OIUCL ACCEPTANCE NO. DI- rout. 05 • U • 1- W U 5 OJ w ut w V! a: U Z N v) V) C Z �a O cv�'n z° R a s U r 0 N c, X k rd owing no. W98 -100 (sheet 5 of 6D PEP.FORSIANCE VALUES FOP. INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR '13' ANCHOR 'C' WIDTH HEIGHT 20" HEIGHT 210.0 210.0 210.0 24" 198.0 210.0 210.0 28" 169.7 203.1 210.0 30" 36„ 158.4 189.6 210.0 32" 60" 148.5 177.8 207.0 36" 132.0 158.0 184.0 40" 113.1 135.4 157.7 42" 105.6 126.4 147.2 20" 190.1 210.0 210.0 24" 66" 158.4 189.6 210.0 28" 135.8 162.5 189.3 30' . 42„ 126.7 151.7 176.6 ._ 32" 118.8 142.2 165.6 36" 105.6 126.4 147.2 40" 72" 95.0 113.8 132.5 42" 90.5 108.3 126.2 20" 210.0 210.0 210.0 24" - 198.0 210.0 210.0 28" 78" 169.7 203.1 210.0 30" 158.4 189.6 210.0 32" 48, 148.5 177.8 207.0 36" 132.0 158.0 184.0 40" 118.8 142.2 165.6 42" 26" 113.1 135.4 157.7 20" 203.7 210.0 210.0 24" 169.7 203.1 210.0 28" 38 -3/8' 145.5 174.1 202.8 30" 135.8 162.5 189.3 32" 54, 127.3 152.4 177.4 36" 50 -5/8" 113.1 135.4 157.7 40" 101.8 121.9 141.9 42" 97.0 116.1 135.2 PEP.FOR)1ANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' '13' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' WIDTH HEIGHT 20" 178.2 210.0 210.0 24' 148.5 177.8 207.0 28" 127.3 152.4 177.4 30" 60" 118.8 142.2 165.6 32' 111.4 133.3 155.3 36" 99.0 118.5 138.0 20" 210.0 210.0 210.0 24" 176.0 210.0 210.0 28" 66" 150.9 180.6 210.0 30" 140.8 168.5 196.3 32" 132.0 158.0 184.0 . 20" 190.1 210.0 210.0 24' 158.4 189.6 210.0 28" 72" 135.8 162.5 189.3 30" 126.7 151.7 176.6 32" 118.8 142.2 165.6 20' - 172.8 206.8 210.0 24" 78" 144.0 172.4 200.7 28" 123.4 147.4 172.1 20" 84„ 198.0 210.0 210.0 24" 165.0 197.5 210.0 19 -1/8" 210.0 210.0 210.0 26 -1/2" 26" 210.0 210.0 210.0 37" 175.5 210.0 210.0 19 -1/8" 210.0 210.0 210.0 26 -1/2" 38 -3/8' 163.2 195.3 210.0 37" 116.9 139.9 164.7 19 -1/8" 210.0 210.0 210.0 26-1/2" 50 -5/8" 167.1 200.1 210.0 37' 119.7 143.3 168.7 19 -1/8" 175.4 209.9 210.0 26 -1/2" 63" 126.6 151.5 178.4 37" 90.7 108.5 127.7 19 -1/8" 74 -1/4" 191.6 210.0 210.0 26-1/2" 138.3 165.5 194.8 ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING, TYPE 'A'= 3/16" TAPCONS THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED 3/16" SELF DRILLING (TEKS1 SCREWS INTO METAL STRUCTURES TYPE 'B'= 1/4" TAPCONS INTO 28Y BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD EMBEDMENT TYPE 'C'= 1/4' TAPCONS THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED 1110 SM5 INTO DADE COUNTY APPROVED MULLIONS 1114 SMS INTO METAL STRUCTURES ITAPCONS AS MANUFACTURED BY ELCO. Env: OR. HUMAYOUN FAR000 STRUCTURES FIA. PE / 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ry p,,.. 6 r 11.7110119 BYL PRODUCT CONTROL DIVIS BUILDING CODE COMPLIANCE OFHCE ACCEPTANCE 110.0f - 1002 .0 3 0 3 0 0 z 8' w 2 N ce O U ci to w V) V) 10 z C «5 m Oc' 12 Z� O z Q J Oao- FAX. (305) 593 -6592 00 n 0 b 51 8 0 0 c 1 drowing no. W98 -100 (sheet 6 of 6 MIA IV/ ip DE NMI BUILDING CODE PRODUCT CON RO DIVI TON OFFICE (BCCO) NOTICE OF ACCEPTANCE i' 62 Ave Coast I arnr, Fi 33166 SCOPE: Construction ciion Class Industries Corp. MIAMI-BADE COL 140 :VEST FLAG BUILDING G �E+ST FLACI,ER STREET, SUITE 16'03 MIAMI, FLORIDA SUITE t6t13 (305) 375 -2901 9 3130 -1553 FAX (305) 375 -2908 This NQA is being issued under the by the n submitted h applicable rules and regulations the Authority f Rules and Appeal awed b governing the use of cons Having Jurisdiction A) to be used in County Product traction materials. This NOA shall after�IlJ). Miami Dade County and Division o accepted Division not Coo. t (in Mia be valid that areas where allowed t have this product the expiration date a' wed to ll or Dadtet lid aft and! stated below• the accepted 'manner, tested for or the AFL/ (m areas other The Da Dade County Product revoke, modify, the ml tested assurance to revoke Y or suspend the will incur the e purposes. If this Miami Dade County) reserve the Control mare this acceptance, if it • use of such product expense of such product or material fails to right to material fails to meet the determined such or material testing and perform in is within r he require applicable a D heir the AI%I _ This product is requirements of the Ode Counter Jurisdiction. may immediately r Zone of approved as described building code. Control „$OR`s reserves the right Blinding herein, and has product or DESCRIPTION: t is r g Code. been designed to comply with the high Velocity Hurricane �PPRC'vAI, DOCUMENT: Tube Million with # prepared, and . iEn awing No 373 ate' One Control sealed b M95 -13, titled mg Member Elevations Product Renewal stamp-with Y lIumayoun F r Mullion Control mp "with the Notice a9, p p elevations and Division, e of Acceptance dated and e 2, bearing the Details ", sheets 1 MISSILE IMPACT ptar_ce number and ex g e through 3, CT RATING expiration Iiami Dade County Product LABELING: C: Lan date by +t, C: Each Large and Smaii i%Iissile Impact y y the Miami-Dade County following i „ g statement °� a perrnanent RENE LI ha Dade label with the t of this N County Product manufacturer's Approved", nls change in the OA shall be considered Control 'ypproved" name or logo, sit R'Er'Zriii applicable building .-d after a renewal application ,unless otherwise .Y, state and �A e appl of this NG g code negativel rma has noted herein. materials, A will occur Y affecting the performance been filed and there no product, use' enaor this N c after the expiration release of this has been t, for sales, advertising tore of the � ration d product, n with any, ertisine product or pro ate or secrior, of process. if there. has ° ar any other purposes s Misuse of been a this Nisin shall be shall s„ �f this NOA as revision or change ADVERTISEMENT: of termination removal terminate endorsement in the the ex date The IV^ mbar termination and r his Nate thi O� emPn +of any expiration may be uA nu emo� al o s N Failure n be done in its entirety. displayed • preceded by the "f NpA a e to comply Y in advertising literature. words ier ti Dade County, Florida, INSPECTION: and shall be i A C °p�' of this v I£ any pardon and followed b available for inspection ` entire NOA shall b� of the NOA is displayed by This 1V s eat e at the_ Provided to the then it shall ws DA # 99- e request of the .r the manufacturer The submitted documentation 022, >'0'� and Building Official. or its distributors mentation , consists pA rene ly lob site at th ,4 user b � f -Tcgt. was reviewed by Raul Rodriguez. t mentioned above. fix, ., la'OA No 02- 0123.07 AF ra ti on Date: April 26, 2007 as Date: March 21, 2002 Page I Zo00 3.000 4.0100 377 E MEMBER L1.0110-.■1 373 FRAME MEMBER — 2.000- -- 3300 - -4,000 .MULLIONS CONTAINING FRAME MEMBER 4373 AT EACH $JJ).E HORIZONTAL OR VERTICAj. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INS1fdUCT1Q�$ USE CHARTS AND GRAPHS AS FO.LOWS. 5112 _1 DETERMINE 010010N LOAD REQUIRED AS PER ASCE 7 FOR PARTICULAR OPENING. EE 1 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP_3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 5 0E510N RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP 6 04 SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. [THESE MULLIONS ARE RATED FOR LARGE MISSILE MPACT BE,Q1,4 ME ALUMNI 4 TUBE MULLIONS WINDOW FE.MIE MEMBER #373 INCLUDE,, DUMMIES ES NOTES: 1. ALL 0 A2100 PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR k WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 5E1000 WALL COVERING (STUCCO, TIIF ETC.y 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEER'NO REVIEW. 4. ALL MUU.roNS TO BE ALLOY 6003 -T6. PRODUCT RENEWED ACCEPTANCE No, CL,I 03 Z'3.07 EX?TRA'TjN DA ,r .�r 00l PRODUCT CO TROL DI : TON WILDING CODE COMPLIANCE OFFICE Engr. DR. HUAAArOUN FARO00 STRUCTURES FLA. PC Q 18557 • JAN 17 201)2 3 3 Zi 8 drawing no. M95-13 (sheet 1 of -3-1 11 our ANCHORS ■PE MB,C OR 01 • YEVICAL MULLION GLAZING GLAZING z PRODUCT PRODUCT .1 " \ANCfOPS 1 A.B.0 OR 0 1 012 TRIBUTARY WIDTH .- Wi H W2 2 1YPEE 480 OR 0 HORIZONTAL MULLION DUCT i GLAZING PRODUCT ANCHORS A,B,C OR 0 " \ANCfOPS 1 A.B.0 OR 0 1 012 TRIBUTARY WIDTH .- Wi H W2 2 1YPEE 480 OR 0 HORIZONTAL MULLION DUCT i GLAZING PRODUCT ANCHORS A,B,C OR 0 MULLION SPAN A MULLION LOAD CHART 1 % 2 RULL TUB[ u11•1i emRxR 0 .. —o I No k - A 20 25 30 35 42 45 50 TRBUTARY WIDTH - INCHES g ANCHOR LOAD CHART ANCHOR=TYPE A "11iHI as... /: � � s /1... ■ 'I;m - _m.._s. lan lok4Am sumo bl EI np R. r- SS MULLION LOAO CHART (�1 1 0 9 MULL erm1 ```. IU m \� .. 60" 6 " Ill .._ _u Willi: w 20 25 30 35 40 45 50 TRBLRARY WIDTH - INCHES 4003100 LOAD CHART 20 30 40 50 60 70 00 2B 30 42 58 60 78 80 1RIaf T0RY WIOTD • INCWGO n3l0ureaV 000041 - INCWCC PRODUCT RENEWED NOTE: LOAD CHARTS ARE BASED ON TRAPEZOID ACCEPfAMCM. D Z —O! 43Itl7 EXPIRATION DA di, 400 ay • `4 'a. L DIVISION OLRLD1NGCODE COMPLIANCE OFFICE TYPICAL MULLION ARRANGEMENTS r CTOR MULLION LOAD CHART 1 0• , \\ \ \ \61.3 SPAN \ A 4 • ,\ ... 1_ -- I % 4 MULL TJBE \ SE 20 25 30 35 40 45 GB TRULITARY WCOTH INCHE0 LOAD CHART ANGMOR LOAD CHART SS 70 _00 n ugFUyy qy q v ;7 a N it t7 _$ 0 0G.iiCC A p O 20 30 40 58 60 70 80 2 TRIM-MT4RY WIOTV . 7NC:C2 371 40 50 60 '70 80 T0TOUT0RY WIOTN . INCWEC LOAD DISTRIBUTION. Engr oR, NUNAltIN PROW S RUCTURE33 PE Q ■B537 JAN 17 2002 1 0 ■ 4 drawing no. M95 -13 [sheet 2 of 3 20 25 30 35 42 45 50 TRBUTARY WIDTH - INCHES g ANCHOR LOAD CHART ANCHOR=TYPE A "11iHI as... /: � � s /1... ■ 'I;m - _m.._s. lan lok4Am sumo bl EI np R. r- SS MULLION LOAO CHART (�1 1 0 9 MULL erm1 ```. IU m \� .. 60" 6 " Ill .._ _u Willi: w 20 25 30 35 40 45 50 TRBLRARY WIDTH - INCHES 4003100 LOAD CHART 20 30 40 50 60 70 00 2B 30 42 58 60 78 80 1RIaf T0RY WIOTD • INCWGO n3l0ureaV 000041 - INCWCC PRODUCT RENEWED NOTE: LOAD CHARTS ARE BASED ON TRAPEZOID ACCEPfAMCM. D Z —O! 43Itl7 EXPIRATION DA di, 400 ay • `4 'a. L DIVISION OLRLD1NGCODE COMPLIANCE OFFICE TYPICAL MULLION ARRANGEMENTS r CTOR MULLION LOAD CHART 1 0• , \\ \ \ \61.3 SPAN \ A 4 • ,\ ... 1_ -- I % 4 MULL TJBE \ SE 20 25 30 35 40 45 GB TRULITARY WCOTH INCHE0 LOAD CHART ANGMOR LOAD CHART SS 70 _00 n ugFUyy qy q v ;7 a N it t7 _$ 0 0G.iiCC A p O 20 30 40 58 60 70 80 2 TRIM-MT4RY WIOTV . 7NC:C2 371 40 50 60 '70 80 T0TOUT0RY WIOTN . INCWEC LOAD DISTRIBUTION. Engr oR, NUNAltIN PROW S RUCTURE33 PE Q ■B537 JAN 17 2002 1 0 ■ 4 drawing no. M95 -13 [sheet 2 of 3 20 25 30 35 40 45 50 TRBLRARY WIDTH - INCHES 4003100 LOAD CHART 20 30 40 50 60 70 00 2B 30 42 58 60 78 80 1RIaf T0RY WIOTD • INCWGO n3l0ureaV 000041 - INCWCC PRODUCT RENEWED NOTE: LOAD CHARTS ARE BASED ON TRAPEZOID ACCEPfAMCM. D Z —O! 43Itl7 EXPIRATION DA di, 400 ay • `4 'a. L DIVISION OLRLD1NGCODE COMPLIANCE OFFICE TYPICAL MULLION ARRANGEMENTS r CTOR MULLION LOAD CHART 1 0• , \\ \ \ \61.3 SPAN \ A 4 • ,\ ... 1_ -- I % 4 MULL TJBE \ SE 20 25 30 35 40 45 GB TRULITARY WCOTH INCHE0 LOAD CHART ANGMOR LOAD CHART SS 70 _00 n ugFUyy qy q v ;7 a N it t7 _$ 0 0G.iiCC A p O 20 30 40 58 60 70 80 2 TRIM-MT4RY WIOTV . 7NC:C2 371 40 50 60 '70 80 T0TOUT0RY WIOTN . INCWEC LOAD DISTRIBUTION. Engr oR, NUNAltIN PROW S RUCTURE33 PE Q ■B537 JAN 17 2002 1 0 ■ 4 drawing no. M95 -13 [sheet 2 of 3 SE 20 25 30 35 40 45 GB TRULITARY WCOTH INCHE0 LOAD CHART ANGMOR LOAD CHART SS 70 _00 n ugFUyy qy q v ;7 a N it t7 _$ 0 0G.iiCC A p O 20 30 40 58 60 70 80 2 TRIM-MT4RY WIOTV . 7NC:C2 371 40 50 60 '70 80 T0TOUT0RY WIOTN . INCWEC LOAD DISTRIBUTION. Engr oR, NUNAltIN PROW S RUCTURE33 PE Q ■B537 JAN 17 2002 1 0 ■ 4 drawing no. M95 -13 [sheet 2 of 3 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 2/ ANGLE tkatiqRS TYPE ',Es' \ A I BY OR 247 BUCKS ' -1/2' EMBED IF INTO 247 BUCK -1 /4" MASONRY EMBED . F THRU 1BY BUCK ILLIQRS. TYPE '8' 2 X 2 X 1/8' ALUM ANGLE IBY OR 24Y BUCKS • NOTCH WOOD BUCK .,-TO ACCOMODATE CLIP ANGLES ..,"" • TO MASONRY • ' 1 -1 /2" EMBED 2 X 2 X 0/8' IF INTO 28Y BUCK ALUM ANGLE # 14 S.M.S. 3/ AMAX 1 # 14 S.M.S. 2/ ANGLE MASONRY EMBED IF THRU 181 BUCK 4 INIJIJJON MULLION 1/4" OIA. 14PCCNS i/ ANGLE MULLION -MULLION 2 X 2 X 1 /8" 2 X 2 4 1 /3" ALUM ANGLE ALUM ANGLE 1 -8/8' 1340 2-5/8' LONG 1/4' DIA. TAPCONS 2/ ANGLE 2.000 ; 2,200 , 1 /4" 0 TARCON -1 -1 / 4' MIN. EMBED 2/ ANGLE MUT.UON 3.000 LMULLION 2 X 2 2 I/O' ALUM ANGLE 3-5/8" LONG EACIDU'Jii:REN17,W7D 0 0,10 o7 :RA'. UNaST4L .1_ 407 Dy :• • ..C,M.FCT CF : 3.000 MIN 4-1.500 -4.1 woL AblaLGE(5.2ELLV. MUUJON '1/4' MN. L 41041 CHANNEL 3/4 X 1-3/4 X 3/4 X 0/8. LENGTH TO CLOSE FIT INSIDE Tuse. TUBE MULUON 1X2, 1X3, 1X4 ALUM PLATE 74114 WOOD BUCKS TO INSTALL ANCHORS 1 a • , • t4113 X 1-3/4' TAPCON 2/ PLATE 3/19- x 1-3/4" 144004! • 1----togZ42Vd1NEL 1/8' THICK ALUM PLATE -1500 .112420.__EU2tLACILOY C.G.I. MUST EAqr: HUMArOarFAROOQ STRUCTURES rtA PE # 14557 JAN 1 7 2002 ,1 0 droving no. M95- 1 3 03/03/2005 15:14 3056885635 MIAMI0ADE BUILDING CODE COMPLIANCE OFFICE (BCCQ) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} Firedoor Corporation of Florida 1350 N. W. 746 Street Miami, FL 33147 CYNAMON BROS tti " PAGE 02/33 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 %VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under thc`applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AF-IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the .AI-HJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dadc County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Series 1210 Steel Storefront System APPROVAL DOCUMENT: Drawing No. W02 -47 titled "Series 1210 Steel Storefront System" Sheets 1 through 6 of 6, prepared by At- Farooq Corporation, dated 05 -13 -02 and last revised on 10- 29 -02, signed and sealed by Dr. Humayuon Farooq, P..E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA # 02- 00906.04 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by 'shag I. Chandn, P.E. NOA No 02- 0906.04 Expiration Date: November 21, 2007 Approval Date: November 21, 2002 Page 1 CYNAMON BROS 3056885635 NJ- e-1 LF) s-i 1 SERIES 1210 -IG STEEL STOREFRONT SYSTEM STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT MUM. THIS SYSTEll MAY BE USED Pi CDNJUNCRON WITH I➢Alf —DADS COWRY APPIWIIED ENTRANCE DOORS Fri 'FFEODOR'. 6' UAL HEAD/911 CORNERS 0.L OPG. SCE SKEET 3 IY RAIL t.L OFF- SLID 3 12' tux. 0 IriR110N DIES OJL OPC. SS SHEET rim MOLL 0008 N)DL ANCHOR RCOa [MO WOOD APPLICAlICHS / ONLY SEE CHART ON SHEET 2 TO DETERIHE OE5IGH LOAD CAPAOITY or NULLONS. SEE CHART ON SHEET 3 10 OETERWNE OES 4.tOAO GLPACrtY OF WRENS TYPES OF GLASS. COOS REAWRD/ENTS FOR SAFEGUARDS MUST BE OBSSRYED. HOS PRDDIICT 1L OESIoNED TO Comity HNDI IMO: HtiI VELOCITY NONCOM 21.1E Or TINE 3001 RONDA MUM CODE. ALSO FEEL NAND !DADS AS PER ASCE 7 1AS IG CORRESPOM37DFG LEADS. WOOD BUCKS BY OTHERS. RUST BE NIGH NCD PROPERLY TO TRIVIsFEA WADS TO THE SIRUCUMC. • - ANCHORS SHALL BE AS LISTED. SPACED AS SHORN ON DUALS. ANCHOR EMBEDMENT TO 00.5E MATTTOAL SHAH. BE BEYOND WATT DWESSIN6' OR STUCCO. ANCHORING OR LDAONS CONDITIONS NOT SHOWN IN THESE MARS ABE NOT PART OF THIS APPROVAL, 0 E 1 L2AX.J TNSTRUS;TIONS; USE MATS AS FOLLOUS. WM. 1MAL MN SPACING SEE CHART • 5107 TYPICAL EtEVATION STEP 1 DCiCHYNE 0t! I YI0I* IMO REOURO ENr RASED ON 100 %Roan'. OL)G. HEECNT, VEND 207C 1/SW APPUCIIHI 0SCE 7 STRpARD. CISCIL IOILLION chomp/ E'ER A GNU smarm 1.110 NDLllr MNG 01107 ON SNCLT Z TIE wAOTY 5NOu'JI COXED THE DESFI Lor0. SET CMOSS ON STffETS ON Si4ET 3 FOR CAPAdI1' or OcsotEo cuss SRE STEP 9 STEP AM- AMOR P1-00. :IOU WOOD APF\ICATKINS ONLY rmm 0008 AIKIWIR5 ATD SPACING SEE 1101. TOR DOM Ap Ip empliki TM* HANSCosi tr r 4.44AloarN 27.4o0i NYLIf ‘,2---e.70,recui Mad 1441 PrirM WON M1-1•014144 gm NMI WM Mlle ' % // srrr_.. i l tai Y m %. �, •ii ,i W N 4:4 W IO • /, it // - i / // Ei , L1 .�- 1 % //• . { . SEE VIREOOINC NyL FOR D00H Rum & MEALS. IR IINIMINII ME/ SEE CHART ON SHEET 2 TO DETERIHE OE5IGH LOAD CAPAOITY or NULLONS. SEE CHART ON SHEET 3 10 OETERWNE OES 4.tOAO GLPACrtY OF WRENS TYPES OF GLASS. COOS REAWRD/ENTS FOR SAFEGUARDS MUST BE OBSSRYED. HOS PRDDIICT 1L OESIoNED TO Comity HNDI IMO: HtiI VELOCITY NONCOM 21.1E Or TINE 3001 RONDA MUM CODE. ALSO FEEL NAND !DADS AS PER ASCE 7 1AS IG CORRESPOM37DFG LEADS. WOOD BUCKS BY OTHERS. RUST BE NIGH NCD PROPERLY TO TRIVIsFEA WADS TO THE SIRUCUMC. • - ANCHORS SHALL BE AS LISTED. SPACED AS SHORN ON DUALS. ANCHOR EMBEDMENT TO 00.5E MATTTOAL SHAH. BE BEYOND WATT DWESSIN6' OR STUCCO. ANCHORING OR LDAONS CONDITIONS NOT SHOWN IN THESE MARS ABE NOT PART OF THIS APPROVAL, 0 E 1 L2AX.J TNSTRUS;TIONS; USE MATS AS FOLLOUS. WM. 1MAL MN SPACING SEE CHART • 5107 TYPICAL EtEVATION STEP 1 DCiCHYNE 0t! I YI0I* IMO REOURO ENr RASED ON 100 %Roan'. OL)G. HEECNT, VEND 207C 1/SW APPUCIIHI 0SCE 7 STRpARD. CISCIL IOILLION chomp/ E'ER A GNU smarm 1.110 NDLllr MNG 01107 ON SNCLT Z TIE wAOTY 5NOu'JI COXED THE DESFI Lor0. SET CMOSS ON STffETS ON Si4ET 3 FOR CAPAdI1' or OcsotEo cuss SRE STEP 9 STEP AM- AMOR P1-00. :IOU WOOD APF\ICATKINS ONLY rmm 0008 AIKIWIR5 ATD SPACING SEE 1101. TOR DOM Ap Ip empliki TM* HANSCosi tr r 4.44AloarN 27.4o0i NYLIf ‘,2---e.70,recui Mad 1441 PrirM WON M1-1•014144 m m d- m CYNAMON BROS 3056885635 03/03/2005 MULLION 10371 CAPACITY - PST' NOMINAL DIMS. itUtLIOW Man ("0 MANE m. on. (*) INT. ( - -) 341' 733 730 30. 733 753 42' 75.0 73.0 43' ac 750 75.0 40• 75.0 75.0 57' 75.0 75.0 sr 75.0 753 39' 753 75.0 42' 750 75.0 45• 63' 75.0 750 40' 75.0 75.0 30' - 73.0 753 39' 73.0 75.11 42' OE' 733 75.0 45' 753 353 31' 750 753 30' 1D2' 753 7513 42' 753 75,0 35' 73.0 73.0 30' 106' 73.0 73.0 . 35' 111' 73.0 75.0 313' 120' 753 75.0 !MULLION CAPACITY CHARTS TO V1RVY GL SS OP110N5 AND cAPACIDES Sft CHARTS OH SHEET 3. • a `11uu 1000 -�vs t step WI tiW7. W DTiH (W) W t + WL 2 AWL AICHOH 11E0D. %N M 113143100 1076 3101/ 000* eutics 3_` ., r 0.011 n n X. SZ sfiici S-a _r . G W1 WRDnw (w) - WI + W2 2 11• 3' ioa moon maioas • W1 M1DTH (K) a WI + W2 2 YIsr0000. 120114/1 CE 0005. SCE '$lOOOOK MIA \TOR DOOR MC)57RS E SEPARATE Iloa �- -- -- I T� i '♦ / • rl i •♦ I . ♦ / .err/` H *• . 1 W► W2 WAD7H (W) A444,4444 144444.444,,,,t6 D No�L) r isol NORM e, 01D7H (w) - wt + W2 2 SEE 'RNLI-Co 1101 roa 0000 ANCHORS • 1'` ---1 1. • i ___] W1 W2 DR) WIDTH WIDTH - Wl + 02 r. 00. IN 1.37\ 1 /MOO 511OC696 M PL sr V1.1 !r 9 2DDZ 2 W1 WRDnw (w) - WI + W2 2 11• 3' ioa moon maioas • W1 M1DTH (K) a WI + W2 2 YIsr0000. 120114/1 CE 0005. SCE '$lOOOOK MIA \TOR DOOR MC)57RS E SEPARATE Iloa �- -- -- I T� i '♦ / • rl i •♦ I . ♦ / .err/` H *• . 1 W► W2 WAD7H (W) A444,4444 144444.444,,,,t6 D No�L) r isol NORM e, 01D7H (w) - wt + W2 2 SEE 'RNLI-Co 1101 roa 0000 ANCHORS • 1'` ---1 1. • i ___] W1 W2 DR) WIDTH WIDTH - Wl + 02 r. 00. IN 1.37\ 1 /MOO 511OC696 M PL sr V1.1 !r 9 2DDZ 2 W► W2 WAD7H (W) A444,4444 144444.444,,,,t6 D No�L) r isol NORM e, 01D7H (w) - wt + W2 2 SEE 'RNLI-Co 1101 roa 0000 ANCHORS • 1'` ---1 1. • i ___] W1 W2 DR) WIDTH WIDTH - Wl + 02 r. 00. IN 1.37\ 1 /MOO 511OC696 M PL sr V1.1 !r 9 2DDZ 2 W1 W2 DR) WIDTH WIDTH - Wl + 02 r. 00. IN 1.37\ 1 /MOO 511OC696 M PL sr V1.1 !r 9 2DDZ 2 CYNAMON BROS 3056885635 03/03/2005 16,0. woof 02.0. act. ( +) M. ( -) on. (/)I un. ( -)1 u7. (4) IR4, (- 1r 21' 23 -3 /4' 2Y 30 -4%4• 76- 42- 40' . 54- 010. 105144 7540 75.0 754 750 730 73.0 10' 21' 73 -3 /4' 27' 70 -1/2' 75.0 730 750 754 750 730 73.0 73.0 754 734 7SA 75.0 75.0 51.E 750 734 754 no n.o 73.0 30-1/1 7940 754 734 7340 73.0 75.6 709 10.7 56.7 734 75.0 73o 750 780 574 374 75.0 350 730 73.0 75.4 51.1 11.1 75.0 7540 75.0 75.0 75A 41.4 46.4 73.0 73.0 73,0 710 15' 21- 23 -3/4' 77' 50 -1/2' 31 • 42' 46' 51' 713 730 754 73.0 734 734 734 754 754 734 754 75.0 73,0 750 75.0 754 754 75.0 75.0 754 30 -1/7' 704 704 750 75.0 734 7540 63.1 12.0 7540 734 750 754 54.4 544 730 750 713 754 57.9 57.9 75.0 754 75.0 754 51.4 514 754 75.0 760 754 42,4 49.4 734 75.0 75.0 7SA 10' 21' 73 -2/4- 27' 70 -1/2' 36' 42' 41' 51" 42" • 75.0 75.0 75.0 73.0 73.0 730 754 73.0 75.0 75A 730 1 750 70.0 73.0 750 7.5.0 734 75i7 63.2 662 7540 7.0 no 730 57.0 57.6 7340 754 754 754 303 30.5 75.0 75.0 75.0 750 04.7 94.2 150 75.0 754 750 463 46.9 75.0 7337 730 734 46.3 •57 730 754 750 754 56' 21' 23 -3/4' 27' 30-4/7' 36' 42' 46' 54' 45' 75.0 75.0 730 75.0 754 750 750 no 7540 754 750 73.0 464 669 730 754 730 750 57-4 57.4 73.0 73.0 75.0 73.0 31.1 St.1 754 75.0 75.0 75.0 432 451 73.0 75.0 75.0 75.0 460 420 75.0 75.0 73.0 • 75.0 449 44.9 7.5.0 730 75,o 73.0 42.7 42.7 750 730 75.0 730 10' 21' 23 -3/4' 27' 30 -1 /Y 36- 47." 54' 75A 73.0 754 730 754 734 730 73.0 73.0 73.0 73.0 734 60.6 90.5 754 730 73.0 73.0 51.5 51.5 75.0 73.0 73.0 753) 45.9 43.9 750 750 730 73.0 401 40.1 730 754 751) 73D 431 44.1 75A 750 7340 75D- 16' 21' 27-7/4' 27' ,30 -1/2' 36- _ 734 754 750 • 750 4 75.0 75.0 604 69.6 75.0 73.0 75.0 75.9 53A 51.5 750 759 75.0 75.0 47.2 47.2 73.0 734 75.0 75.0 41.1 11.4 754 753 73.0 7537 337 762 72.4 72.1 75A 730 10' 21' 23-3/4" 77' 30 -1/7' 30' -1�' - TWO 750 713 75.0 710 754 69.5 09.7 730 7340 75.0 75.0 34.7 54.7 730 73.0 730 73.0 47.9 43.9 73.0 754 7SA 730 ' 37.9 77.4 730 75.0 754 no 32.0 32.9 46.4 65.5 754 75.0 Oto. mom 010. 105144 OIL (4) IM. 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E118111 INTO WL&ONItY B) 3/r BDL SLEEVE A010F±_HBTI 1FIPU 181 WOOD BDCKS P410 WISOITIY 2 -4/1- um. EURO IWO WA501NY 1HR11 2BY WOOD Boats INf0 Itt50NRY t -1/2' UN. ENDED INTO moray DIREEILY INTO CONC. 1 -3/4" YM. Dom INTO OONCRETE C) 3 /5" 511 OR IODHIM ROM IMUL GRADE 2 RS) INTO DM, STBIICIUBQ (STEEI. OR A1.UYWUN I/B" 44414. 'DO171.} 44 I IW_ r ULM CONGO LL. SWAN CUP M MU or Rl.EO CWR7f£TL 0WAD APPUCAT10N OILY) WOOD WOKS AND ILMAL STIDILTURES NOT BY FAwoOR MUST SUPPORT LOWS INAOSFD Ur GUalt4 Sinai A140 TRANSFER THE1d TO DIC OVUM STAUCNFE Alitwriga=" 46.P dr. NO✓ ll,2pr rU bh5ta X11 Dr 1541 t • LL ..el. NO1L- WAD A SILL ANCHDIED TO CONCRETE ABIOS CAY BE MOORED TO 1L1SDIROf MOM. v SR U. TOP SP STEEL : F - 3B KU UN. AILAINIPA : SOISIL -TS WIC TYRGL roof I4 TUYrW IYfO CON: RID MASONRY P1O WOOD 5T1DJCT11EE . 1' N111. 0 Ft O 0 4 4 ▪ 0 o k droln9 no. W02 -47 Scheel 4 of 5 m N w a CYNAMON BROS 3056885635 03/03/2005 SEE 'fiREDOOR' 000R NOA FOR DOOR RATING & DETAILS. &op 041- )PJ(*NOUN OWCOGI SINLCIUMS FlA R i e0 7 oY°�z Mud sr (GkT4� (•G��n�� 0 k 1 5 drawing no. W02-47 shoal 5 o$ B �E L9 0 CYNAMON BROS 3056885635 FRAM[ HGp /Ju.w/SLLL A50 FRAME HOR ZONTAL/I/[RTICAL .039 ANCHOR SPACER _312 .730 .)30 .062 .00o GLAZING 520P I - M IY09. IR L . IAOWO/IWR¢ONIAL SAIL 10 C.S. PORND] 031) Yw. try ..3DOo A - AS R009. C11204 nor SIW. M c . /asltn 3 - 1/ ANCNOR A4411011 511/43A S1LL1 LS G► $ CS X 8.7 AS 11i021. 4131441/1C143 6Wi43. 5II21 1-3/4' 0 5' S l55L -IN AS SOD. CI4W1116 SLOP SCREWS - R S' num ow & 02" ot. 9 00. 005 AS 110:0_ , Cynic COYP009D sumac - max CONANOOUSLY wFLDzO AFC OR014D 51/001)1 FRAME CORNFRS tops" Da KASAYDPN r. IooQ STILICAG S RA. PCl aieiJ -® OCi APP. .,d r.' s01 'I' 44.4:34 &kis Ode Alar l., .co2- �JeF1s1 Id ' )� r; 9 I.I I'od. M IA M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MIAMI DADS COUNTY, FLORIDA MEMO -DADE FLAMER BUILDING 140 'WEST FI.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-4563 (305) 375 -2901 FAX (305) 375.2908 Ceco Door Products 9159 Telecom Drive Milan, TN 38358 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the-Board of Rules and Appeals (BORA) to be used in Miami Dade County and other anus where allowed by the Authority Having Jurisdiction (AHl). This NOA shall not be valid 2R;er the expiration date stated below. The 11+fiamiDade County Product Control Division (In Miami Dade County) and/or the AEI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted Manner, the manufacturer will incur the expense of such testing and the ARJ May immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series `Medallion" 18 .ga. 6 ° -7° Outswbag Commercial Steel Door APPROVAL DOCUMENT: Drawing No. BD0089, titled "6-0 x 7 -0 Series ", sheets 1 through 12 of 12, dated 6/12/97 with revision D dated 11 /22/00, prepared by the manufacturer, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM: NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AIVERTLSSEN ENT: The NOA number preceded by-the words Miami Dade County, Florida, and followed by the expiration date may displayed in advertising literature. If any portion of the NOA is displayed, then it skull be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA, # 01- 0118.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03 -0411.03 Expiration Date: September 18, 2008 Approval Date; May 15, 2003 Page 1 03/03/2005 15:14 3056885635 CYNAMON BROS Ceco Door Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part ofNOA) PAGE 10/33 A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. RD0089, titled "6-0 x 7- 0.Series ", sheets 1 through 12 of 12, , dated 6/12/97 with revision D dated 11/22/00, prepared by the manufacturer. B. TESTS Submitted under NOA# 01-011801 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 • 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 5) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a commercial steel door, prepared by Architectural Testing, Inc., Test Report No. ATI 01- 38068.01, dated 11/14/00, , signed and sealed by Allen Reeves, P.E. Submitted under NOA# 00-0328.06 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a commercial steel door, prepared by Miami Testing Laboratory, Test Report No. MTL- 16853, dated 11/26/96, signed and sealed by R. G. Miller, P.E. C. CALCULATIONS Submitted under NOA# 00-0328.06 1. . Anchor calculations prepared by Product & Application Engineering, Inc., Project No.97 -0208, Report No. 1, dated 11/19/96, signed and scaled by David A. Tcrwilleger, P.E. D. MATERIAL CERTIFICATIONS Subnsttted under NOA# 01- 0118.01 1. Tensile Test prepared by Center For Applied Engineering, Inc., Report No. 257858, dated November 14, 1996, for steel samples, tested per ASTM E8 -93a, signed and sealed by John M. Bridenstine, P.E. E -1 Manuel . P.E. Product Cou 117 ' er NOA No 034411.03 Expiration Date: September 18, 2008 Approval Date: May 15, 2003 03/03/2005 15:14 3056885635 CYNAMON BROS Ceco Door Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) PAGE 11/33 E. STATEMENTS .1. Letter from Ceco Door Products, dated 4/8/03, stating that the product has not changed since it was originally approved. F. OTHER 1. Notice of Acceptance No. 01- 0118.01 Ceco Door Products, Series "Medallion" 607018 ga. Outswing Commercial Steel Door, approved on 4/26/01 and expiring on 9/18/03. Doors with Vertical Rod Exit Device Option. . TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (1.25 CFM/FT3) 0.36 MTL -16853 — ---' UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBCPA202 -94 POSITIVE +45.0 PSF MTL -16853 +4S.0 PSF MTL-16853 UNIFORM STATIC PRESSURE @ DESIGN LOAD SPEC PA 202.94 NEGATIVE -40.0 PSF MTL .16853 -45 PSF MT .16853 WAT13R RESISTANCE (PSF) SFBC PA 202 -94 NOT TESTED • UNIFORM STATIC AIR PRESSURE @ .FULL TEST LOAD SFBC PA 202 -94 POSrr1v +67.5 PSF MTL -16853 +45.0 PSF MTL•16853 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -60.0 ?SF MTL-16853 -40.0 PSP MTL -16853 FORCED -ENTRY RESISTANCE (PER) SP.BC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY MTL 16853 - -- --.-.- LARGE MISSILE IIv1PACT TEST SPEC PA 20] 94 SATISFACTORY MIL-16853 -- -- CYCLIC WIND PRESSURE TEST SFBC PA 203-94 POSITIVE (671 cycles) +58.5 HE MTL -16853 +45.0 PSF MTL-16853 CYCLIC WIND PRESSURE TEST SFBC •A203 -94 NEGATIVE 671 les pen Pressure Rath,, (positive) -52.0 PSF MTL -16853 . -40.0 PSF MTL -16853 +45.0 PSF Design Pressure Rating (Negative) -40.0 PSF E -2 u Per Product Control Exa NOA No 03-04 Expiration Date September 18, 2008 Approval Date: May 15, 2003 03/03/2005 15:14 3056835635 Ceco Door Products CYNAMON BROS NOTICE OF ACCX_4DICE: EVIDENCE SUB I TTED (For File ONLY. Not part ofNOA,) PAGE 12/33 Doors with iiadrical Lock and Surface Boit O .tio». TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1,57 PSF SFBC PA202 -94 52.25 C FM/FT�) 0,35 CFM/F1' MTT.16853 UNIFORM STATIC PRESSURE p DESIGN LOAD SPEC PA 202-94 POSITIVE +45.0 PSF MTL -16853 +45.0 PSF MIL -16853 UNIFORM STATIC PRESSURE @ D 'SIGN LOAD SFBC PA 202-94 NEGATIVE 45.0 PSF MPI,1 G853 -45 PSF MIL-16853 WATER RESISTANCE (PSF) SFBC PA 202-94 UNIFORM STATIC AIR PRESSURE ® FULL TEST LOAD SFBC PA 202.94 POSTTNE NOT TESTED +67.5 PSF MTh- 16853 +45.0 PSF mm-16853 UNIFORM STATIC AIR PRESSURE Q FULL TEST LOAD SFBC PA 202.94 NEGATIVE -67.5 PSF MTL-16853 145.0 PSF MTL-16853 FORCED -ENTRY RESISTANCE (F13R) SPBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY MTL-16853 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL-16853 CYCLIC WIND PRESSURE TEST SFBC PA 203-94 POSITIVE (671 cycles) , +58.5 PSF MT1, -16853 +45.0 PS? MTL-I 6853 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (671 cycles) -58.5 PSF MTL -16853 -45.0 ?SF MIL-16853 t45.0 PSF ,Design Preasnre Rating (Positive) Design Pressure Rating (Negative ___ -410 PSF E -3 Man Product Control NOA No 03 .03 Expiration Date: September 18, 2008 Approval Date: May 15, 2003 Design Pressure 1 +45 psf1-45 psPl Caulk Frame Perimeter 33 X 33 5 25/32 Door Max 76 Max 35 25/32-7---1 Door Max Frame Carners, Tab 6 Slot Ur Melded Options Options X 33 Y-J Caulk Unc rr Threshold Cytit drlcat Lock & Surface Bolts 33 9 Dim 'A' Door Max 88 Max Sheet 2 Dim 'A' 'rame Anchor Installation Sheet 3 83 1/8 'hreshotd Installation Sheet 4 83 1/2 Jeatherslrip Installation Sheets 5 & 6 ,urface Hatt 1. Vert Rod Sheets 7 & 8 :ytrndrlcat Lock RetnForceaent Sheets 9 & LC :ross Section Door b Frame Sheets 11 1 12 :18 iP Materials Lay, '3' Caulk Frame Perimeter 35 25/32 Door Max Y 76 Max 35 25/32 Door Max Frame Corners, Tab & Slat Or Welded Minimum Frame Depth) 5 -3/41 Y� Caulk tinder Threshold Vertical Rods ifestgn Pressure I «45 psf' -40 psP taoovcrtmavan emplabvtleafa (Sift bang aul• Ao:ImraZ 4r..I •.1, t t rr 47, dons Lock Dim 'A' Eh 'H' 314• Undercut 83 1/8 3/4 3/8' Undercut 83 1/2 3/8 Y� Caulk tinder Threshold Vertical Rods ifestgn Pressure I «45 psf' -40 psP taoovcrtmavan emplabvtleafa (Sift bang aul• Ao:ImraZ 4r..I •.1, t t rr 47, dons Lock Dim 'C' Von Duprin 39 5/8' £Precision 3915/16' oreevaloataawanageme SOR RORER a*cq cuOt �: 1 - '7,").1"11! M- . WWI CLUED N.10:17 ttate,01- 011Cai 1t C 3/111m YNR Robe 'Farbsun3seafta F.n enitm T Ad4ed Lur1 cw tads Ps • Misr Mb Awtoet Format. T're,>thn4 admmvikw tram NU A eteva cas 5 AROx,: ntnais�. Penns e 6 -0 x 7 -0 Series Elevation Drawing oRAwm Ado Cumuli Tar tntdod Cantors Mid comrneet For Won DermLOoath er ave. MIS 6/ 12/97 CECO DOOR PRODUCTS Ran, Tennessee 38358 MA'AM MOM RD0089 st,wt , a ti D/- er48 .7/ 500Z/E0/E0 5E9588990E Sala NOWVNAO v m w w W DELVisalkedee.Jaristr.laSaillack ■ isine ftssnfro leshr 7ntg-%1.. ci.'d reoeversicrenvro d ■eytyFaa trOh a.nod& Batdraads Ancyhtes r _ • H O�te �a:4174,1/1. 90UtR R SO G CADa BMW WILING oo0ecoeumi:ECFNCE awa'nuice 0 ►- 011 /,at • tbm.d From a shwa m is 12 Shasta Teo/ A .tM Rafted rowed. Trmrf n Inrart.aUae Arm $OA YSTER611 SPECIFICATIONS: Frame Anchor installation Details ISSUE aFASWf/9 MOM BY: jam GWS I 6/12/97 CECO DOOR PRODUCTS Man. Tennessee 36356 OXFAM HuuEtit RD0089 Short 201 11 589988950E SOei $ NOWVNh0 Rxressid 16 Ca SattaA Ch.neet sixit tdded to bath /Ace Threshold' Perko tBIAV 1110x11/2' 1' Concrete 3/4' Undercut 1/2 3/4' IPrWercut Lend Anchor 010 x 1 1/2' Threshold, Natlanat Guard_ 1103% 1/2' S' Zhreshntdi Perko 2005AV OA a 11vr Canareta Lod Ardor ILC x 1 1/r Threshold( Hathuol Guard 9505 Note' All thresholds shown are rode from extruded olu/dnur with sUdnamodiman vinyl weather strtix ne..pyt,q.+uu.rl+dAe saeaectiu Aftme.senne 1MTERI& FECRICAfOl6: Threshol Installation details CECO DOOR PRODUCTS mr. rug Hann. TT)fvuPCAPP 7131511 • ..414/_ l*, J 3/8' Undercut OD .mom nAsooewnaavntTAE sour ora m1aulaxo000S MOON MUM °CO MMCIRCE ,wcsulrta, ol-an s.n1 B a Ve'a0 6113 %Mom [1,ame�Yfoe Imam* Mow nal, uee'a.n ae apr tr a a/+-'�Gf A ifnfo JAR RnMd Ramat, jaaadamat 11111inarthat tram p ISSUE RI ISION3 OAAM kr lam • GWSI 6/12/97 t ft weal MAMA RD0089 Sheaf 3 Of fl 900Z/E0/60 969988990E SONS NOWNAO EE /9Z 30ad Both Required 111-th Cylindrical, Lack 1 Surface Balls (See cote KY Required Wirth Vertical Roth r B 1 SECTION A—A Cylindrical ,ock & Surface Bolt- Jar& Nate, 1. &Orel* located LA tack edge • a/ ireacttste door perm( attacked to door ate at1h ten 00 410 1.12' HMI SW spaced ai I. Pros elute and the rest at I .c. max. Jarrk Weatherstrip Option 1 Yeather S r if0.111111i( failEtUM Note. Veuihor :trip Is !molted along entfre Interior lock Woo of ode active and Stactive i� ar panels Each al-tachat *tit iiirtyrota. C34) 10 1 314 PPH spaced c 6' sc. Vertical Roc( SECTION B—B niemerzeIMIWID mamo(5Isgitathi ITth Wass (Ida Jcink) Weatherstrip Option e It VEDAS COIrlYAG VanrITE ?..r;77y/yyI7Aoi. R00/101X0ecevamaceofra ACCEFINICEM A -6h 8.01 fiaariantet Veatheretrt WINAll Per Verdcr's intrtructlans A ittreftted forret. yam Trattfarred JA InForsatiat Fran NIA Weatherstrip Installation Details ISSUE mama aim ert GWS 6/12/97 CECO DEIEIR PRODUCTS • Man, Tennessee 3825 g COMBO NUMBER RD. 0.089 900Z/E0/E0 9E9988990E SOeig NOWdNAD Scream 3Tpued By .12 1 t. Relerorcenent surface Colt Nanufochary y�See kits /�yyA 1 Scree. S�srau Pal Manufacturer Nate 1 Sheet 11 SurFace Bolt Top Latch Sex Botts / d Screws SUPPORgl Srtace Sol Manufacturer. Sheet 1 x Sr16 Sant CIA Into Thraandd Sui face Bolt Bottom Latch Not L Foil Tr lanuFncturer's Instaitat /on Instructions Vertical Rod Top Latch Seat 11 Vi 00 _ Batton Latch la Re f uMy Sex lilts And Screws 111 The tthM Pasttlw, Vertical (Oa WINEXIB � u Sheet 11 �lld 11 Sheri u (4"\ro Vertical Rod tr Reinforcement Vertical Rod Bottom Latch PRO0t1CT RIMMED nomppWw1udeMelds BdBnICsb Axmlores laelnike NiwR VEDaaCAJP11910YAf I111E MONO COOSCIRIPI VICECiACC E11p,_01- 0/16•°1 Add °teat Far Veiled r Nod toremtmt CINS A !Wed format, Trandered lAI� Infomedlon Ram NOM WITUTI L SPCMCATfOIIeS: Surface Bolt & Vertical Rod installation Details ISSUE moms UME 6/12/97 oftmei et; GWS CECO DOOR PRODUCTS Milan, Tennessee 39359 RD0089 Sled 3 Of 12 5002/E0/E0 9E9988990E 0 z 3> 0 z w 0 W 12 a. ReBaftrcemeet Sw Batts x/ III xl'MS Saints Suppled By Slrfece Salt NowFact+rer 12 Go. Reinforc went Note 1 Sheol 12 Surface Bolt Top Latch Sheet 12 ex Bats x/ 1E x 1• is Hair .1 (2) 112 not 11ashwes Por Screw Button Sur$acw &At fAdy it S/I& Sort Out Into /hroslsIld Su -face Bolt Bottom Latch Note 1. Full No Manufacturer's Installation Instructions Um dotter me 112x1'Its Screws Supplant By Vurticd Rad 14xnuinct Far Note 1 Sheet 12 Vertical Rod Top Latch Short 12 Sex Botts 1I/ 112 s 1 lIS Options Vertical Rod Reinforcement Bottum Laid, 'fa Bo Fully Exiendwd dhest fn tho hate 1 atchad Posit* PRODUCT as tagpbfwvodtr de 11mI/w Buddhas Gds Maplows Ifs APPBO•BO itSCUIWI1issvanhfl1 Vertical Rod Bottorff Latch 1Il1F3ML SPEQFId MOW.W Alternative Center Seam Design Surface Bolt & Vertical Rod Installation Details 81ADItD C:OCE 1SBRSIN1£ OF F CB ACCEPIANLEt L01'0141 -01 A Ash! ShwHla Show y�a�MEs('ru'JYw Center. Seem 41fS Issue memo . awn IDATEI MS I 11 /22 /00 MCECD DOOR PRODUCTS Milan, Tennessee 36358 MOM Shut 5 Of 12 989588990E S0el8 NONdNAO 12 Ga (.093 min) Cylindrical Lock O Reinforcement Welded In Edge Elf Door OO Interlocking Fold Hver Tab } f`'rame Head _t _t Frame Jamb vaowrcrluawm „rmonw•likM Mita Auunme APP OOI OAStaimutzviftt►1NE OA seuemottaseumeeeFACE accennick RRQJ- 1315'01 IPOM 9iM1 4 rY Udell M Retried tiler Rledasrmerd From 11 GIs To 12 Go DeIet* 'C litng 14dtdawrn.nt {rtwn b$J Rat..d Format. Transfefad tn(armrttan trap NO& WAT9444. S?EOFlCATIONR Cylindrical Lock Reinforcement and "SF" Series Frame Corner Installation Details REMSICaa worm ern Rim: GW5 6/12/97 CECD DOI7R PRODUCTS Haan. Tennessee 38358 awnn►a 11Q� RSf1100089 Shut 7 e/ 12 900Z/60/E0 9699889906 SONS( NOWt7NAO EE /6t 2Ead 12 Ga steel latch Relnforcernent Welded In Edge OF Door 18 ga (.042 min) backup angle located Full height of' door Vertical edges are continuously welded 1 AT'ETb4. SP£©FlGTION& f SOONTLOIMILWAANBCCOE SUffinOCCE Add Short Vo Maw torrid-dye Cont, Sean LaelsBn Alternative Center Edge Seam Cylindrical Lack Detail ISSUE HEVISIONS CECO DOOR PRODUCTS Mann, Tennessee 38350 DAWN Erli aE. GWS [ n11/22/00 ORNAPA2 mum RD0089 Shade of 12 900Z/E0/E0 9E9988990E SONS NOWVNAD Masonry lJr We Shin flex hb kdwrs R. drat Closer Relnfarcenent (Sheet 11) �Caulk Permeter (Exterior 1 Interlor) Flush 16 Ga 4AS3' t+fn) Tajo Charnel 15 Vetded To Both Face Sheets (Sheet 11) ots 18 Go(.42'mh) Face Sheets Masonry Line Flaerglass Insulation Caulk Permeter (Sheet 11) 1,75 -Yr ....14:F= ARM 6' Max 4 1/4 Or 2 3/8 See Sheet 4 For Weatherstrip Bpilans See Sheet 2 Far Anchor Lptlans Caulk Perimeter !/4' him Max 11etoA A Section X -X Astragot Required Only for Cylindrical lack With Surface Botts Applications. 16 Go (.053 1tr1) Frame (Sheet 11) , L- Seee Sheet 3 for Threshold Cottons 1 Sect() t Y -Y Concrete Slab e 14C I. dr 4 nrh kactplamarrfo . err ,�i�rht •. IigERPI SPECIFIC/MUM • ir Cross Section View Medallion Door 1/4' Shim Max Ofi�su Ammo AS Br ... A►.. I t q., eLl7Hd SYAIO Y H7E .i%r au a76tl 180:48l1WCEceRCSI ACCEPTANCE N2 01-61;s1-01 • 1 Wed a a Naiad FORMA. Lm ter erred JAR %damnation rives SCA Add Comment For One UNS crow eptland ISSUE N£151O$5 et... pure. GwS 8/12/97 CECQ DOOR PRODUCTS Milan. Tennessee 38358 aavnea rllwerR RD0089 Shod a of 112 9E99889506 SO2 d NOW'NAD 1 Hammy LW x114• Shin Max 116 Aedwis No fed Caulk Perimeter (Exterior • Interior) Closer RetnForcenent Optional (Sheet 12) i 16 N COSY nW Cep Charnel fa kroved To )nvarted Charnel Inverted 16 Ga GOSY" inn) Top Channel Is Welded To Bath Face Sheets (Sheet 12) • h (Sheet 12) Sectia 18 go (.0422 min) Face Sheets BettR A (Sheet 12) Fiberglass Insulates . 1.75 r 411W IMF r • See Note 1 See Sheet 4 Far Weatherstrip Bptons Sae Sheet 2 For Anchor Options Caulk Perimeter n Rax Section X —X 18 Ga (.042' nln) Backup Plate Detail A Recessed 16 Ga COW edrt) Bottom Channel 1s Spot Welded To Both Face Sheets See it 3 for Threshold Option Concrete Sink Continuous Veld At Center Edge Sean 6' Nax Astragal Required Only For Cylindrical Lock Vtth Surface Halts Applications Mosanry Line Caulk Perimeter-1 See Note 1 • %111' 2 -1/2' 16 Go (.053 Min) Frone PRODOCt RENSWan eawgb/wwwla MM. Amq�e•Be PC . ti Note 1. Bevel Edge Standordi Square Edge Optional 1/4' ShIn 1 0..ar/hd t .tentWIDAS COYw.vgtttP. UN THE SOUTH 11%ifi , At 171VCea1 Qtncenaoaef-0On aceonlilCL .ccErUIOElit or- 0110,01 A I Add Sheaf To Shaw Iva+N A tesr attea Canter 6V2 Sean 1 i WWII& SYCLffIC71T1CNSe Alternative Center Edge Seam Cross Section View CECO DOOR PRODUCTS Man, Tennessee 38358 ISSUE REVISIONS DRAW five M. GOYS 11/22/00 O11/22/ad owanw0 MAIM 800089 sheet 10 of 12 gE9g88950E SOe12 NOWNNAO 6 6 DESCRIPTION SERA gErn� rRgr . u LtDC. C411011 _MATED MIMI tOf U I7BA1/246Di GRAD[ 2. LATCH LOCK. 01111lE/ =SW LEVEN OPFRATE6 MATERIAL SIZE HAM 73D STE$ Win= T L S. D• AT THE TEEP AND MOTTO) IF TIC INACTIVE PAWL LICK SIDE ATTAC)ED VITTI FOUR 1 1,24 1131 WETS JVCX 2 3r 11112. S1RrPC WS, OE AT THE TOP MD F� 1 IF 4 �ZV PAWL LOW SSE ATTAl3£l VITH 1/4' THICK X 3/4' VOX X 1' LING X 1 -3/16' TWIN 1/4' MILK X 2/4' VIDE X 6' L01G X 1-3/66' TH11174 CCU) 117010, 113003 AstiorAL VW 01 SON SERIES 99V At31CF MSL1ARLD VEATIC!L ca1I Lt—vice WITH CRt4IO1 CILIA:EA 17'A1C L.EVE;'t ITERAI PIEcI2 R SLREES MOH X 91_ SW/fACE HO.»ITED VET( L XVII= WITH 5/1' THREW LATCH 11CLT. LEAD MM HG VIIH c MFR. XE EFI AS IIM 12ERATT3 IPICAR BIeng 4-112' X 4-1/2' X .134' 11i113( STEEL MIX EACH P IAI3ED V1TH lm. - X 112' 111 hero r"' 0 t or 'V er5 r • O'ess, It 1 1140603. QMIII a/WS TR_ THtES1UJ1 LP 1 STEEL VOC X 1 -3/4' MEP X L8 r-,_ 5 Arid_ Liner MIT Rubber, Genera% d PEWIT N05AV 72 TNT D O'1iI1: iRD' M 11116 ZSETSIDeic . 1012 423 SUAFAC TELTS PEN/al 190264/2 VEATWITIO0P CUTE WITH VERTICM PERM 11134.372 114 SURFACE APPLIED EX1AUGED FLIIITAII T7 COOP ADAPTER VInI 6 sauccei (UD ELT ABERT NAM& . OMAN 16260 1 -1/4' VIDE X 6166' 110E-11CX: APPLIID ) ALMON VEAT1EASIRIP MAK. 141331.34 0713461 6117RR 7 _g�,� (,q.4� ow moo f T E01C16 PLATE—PI7iTE TAW Vf�DED TU F6L ST L A� •1�Y 6 D REELED 49[IN�1 1�D I7A IS r 2� r 1- l/1!I�X 4' 7(7 GA. [001 WE LOWER itliwaTDji_ 91R Tocco" AA12ESII(E Ep3D(V 06116 TTm 169 THE TOP OF WITH DOERS SPOT PUMP= R7IR Al Q.„RTTER63 261X 12 REIW NT t 11M1.1.111. IL RELL HIDE 1r7WHILWro ,....~1d1 d, f441 Hok6q Cal. Asespeaso fb APPR v DA.OtX0'LYHO YAfl177E CHOW 61RWN11 MTH lV1�.".. ACCEPTANCE ILQ O(- ��7$, d4 I' X 1 -3/4' X 1' Y 16 GA. CA6;P t@0 V. LI 1( RE66114CENQf7 STEEL , 12 GA (692' /RIO =SEX 16611121t14% AT CM7( CLOSER 1.10EAT11E1 AT TOP LF 3iMEL ' 6a11 HIGH X 1-3/4' X 12 GA 1493 ft sums al7TINAL) KIM CONNEL sm. SOMMER IV =8114 S2111 'AILEE3LTL6 L GRAM'S Mtn (F: Moir .A5 k Dh.®LE RABBET MIME 16 Ii#. 053 IONS STEEL. 2' rALE. 3-•3/4. 042*4 JOAE 11611E L IT SIIE01LMD6G 713 AS11L066 AND 115114 4633 coloEKTAL t21A1.7LY (flfl POLLEN hill t1LTNI*44 WILD SOL OF JWQ6400 014 WOES CL', MANE FEAT. MAX IABIEI Minix 36 6A 6633 WO) STEEL • ' 2' - 4' FACE, 5-3/4' MYTH kMN. X Ef (Xf6'IOII1/10 10 ASIR A366 NO AS714 A633 C 36E18c1AL-QUALITY COLD BELLED x16171 610@191 TOLD SIR IF FjC.3fj.010 0413 WILL F1 !ED CNAIPICL Dv 116E 11117@1 IT METH 6(11RS. .RED ELEXIIRRR NO INTEii721_ _ • VER71C. . R® A£16TlRU*61T AT PUSH SW 10114(01G STEEL PEA7E LECATIE 01113731 ITEM PANELS_ 3Ell" 29'X7GA VER110 6116 WW1RCt]Q(1 AT TALK LATCH LICATRH AT TIP 4111 7DTICH EF BOI1t TOW PANELS X 1-1/4' X 1' X IS M TSECr XDO 12 GA. tzar two SAIL RATE 16 GA (.ass' Alto 1 AO KAT REDWUWEW111 AT tAcH 3116F'ALl HUT /SCAM . TIP AND 1003101 (r INACTIVE COM 111E PLA 12 GA. (.393'RN) 1121/10 ea Vas Prrvlourly LSstad As Shoat e. Add Metals To i:otlk Ravlsad Top 6 Botta. Chonne4 Ta Nate Velded To Bath Awe, Sh.rts. BN►ted 'C Ring 74.., 24. Reused 14441 33 f ou.36aoio a�iooracttly listed as 2 For (lens 21. 23. 6 29. Rty .es incorrectly (llted as 4 For 29. Qty 11204141 As i L 30. e [lode coned/oral 6. bont4ws dseelpelaee s RaKeed /anal, TAHOlfoirod Ann sAlaA h'an 1101 A OW Remised Shed Number 1NTE76M SPECN1CAt6ON5 6-0 x 7 -0 Series Bill Of Materials ISSUE SIERtSR1M9 oRA TN ITO LYI1E: GWS 1 6/12/97 EECO DOOR PRODUCTS Milan, Tennessee 38358 MM HG MOM RD0489 Shoot 11 of 12 SE9S889SOE SO?Ig NONVN /O ITEM QTY A MOSMIMMINII MINNIIIIIIIMO 111 Fi)ri kg- PC LL fl ICI STEEL ENAMEL ON THE TOP OF BOTH MO SPOT V¢ taj 167 EXTERWR 41111! 1NfTERM WENS >r 11ESER t 1R EISENT AT EACH AaXFR MAIM AT TOP OT. STEEL MOTH n g Pouts 6PTVVAL.) EI 1 TTQL s'f6TB4LILHAT SQCTS.If 5091 IMAM lD man slag DESCRIPTION MATERIAL 23 29 73 2 ALL R 1Ea £HAVEL W THC Smog OF 9L1TH aims. SPOT V XD TLl E71TEAUAANIIJMTERIL7 gKiN• 2 VETlTICA icon T AT PUSH 7A IQRITOG LA r14 99T1L 1P 4 VE)ZLECI )?tID R 11*13 [L?EM AT IAOI LATC71 LOCAITTN SR' 115 E9T) 122017 PARE S S1ECL PLATE S1EQ_ RATE !if¢ACf OE LT 1E1J4" RLE EAY Al FJ14011I st d"XCC PLT HEAT Il] TEP AT13 9TTL91 lF' OvenvC 114 P.41J. STEEL PLATE SIZE 4 2/4' X t 3/4, X 3/4' X L6 G4 CLEW IWO 12 G. (093) . 4-I/2' x 19' PA UM' IWO V4' X 1-7/4' X 3/4'X16 641 WSJ' WE 12 51*. GC97' 411121 r 3-1/4' a 16' 12 GA. 4.29Q' 1520 x 3-714' x 02735 W15355 1924115 1 -314' 12 GA TA92' 15710 x 3-1/4. 1[ 22' , AOSISOAS001nu1NUrVIHT)IE swnlitO1IB1lt EMOCIXE mom euunG ooca CQRYNICE cn iC£ ma 01- 0111.01 A Itl11 -gdd SAaa4"Ta3►wx AOSarn►t9w Lrnier Sean Sedans MATERIAL SPECSICA00144 Alternative Center Seam Design 6 -0 x 7 -0 Series Bill Of Materials IS901E REVIsIced L1l*ff$ It lL1Tle GWS 6/12/97 CECD DOOR PRODUCTS Ran, Tennessee 38356 ~NG AMEM RD0089 sha.t13a12 9£9988950£ SOelB NOWON ?O D L7 m N LL) O.) 03/03/2005 15:14 3056885 ;35 BUILDING CODE COMPLIANCE ' "'FFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPT ' CE (NOA) CYNAMON BROS PAGE 25/33 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING 140 WEST FLACJ ER STREET, SUITE 1603 MJAMi, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375.2908 Ceco Door Products 9159 Telecom Drive Milan, TN 38353 SCOPE: This NOA is being issued undc :'le applicable rules and regulations governing the use of construction materials. The documentation submitted h 1)ecn reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appc 3 (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictic, (AHJ). This NOA shall not be valid a the expiration date stated below. The Miami -Dade County 'Product Control Division (In Miami Dade Coun-y) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material td for quality assurance purposes. If this product or material fails to perform in the accepted manner, the man.:'wturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the - °e of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it i :;etermin..ed by Miami -Dade County Product Control Division that this product or material fails to meet the require °.vents of the applicable building code. This product is approved as des: ;bed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Cc e. DESCRIPTION: Series "Reg‘.nt" & "Omega" 18 ga. 3 ° -7° Outswing Commercial Steel Door APPROVAL DOCUMENT: Drawing No. RD0087, titled "3 -0 x 7 -0 Series ", sheets 1 through 7 of 7, dated 5/30/97 with revision C dated 2;7 1 /00,preparcd by the manufacturer, bearing the Miami -Dade County Product Control Renewal stamp with the . i otice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIN Large and Small Missile Impact LABELLNG :' Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date 'or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 'The NOA number preceded by the words Miami -Dane County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shell be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0315.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by: Manuel Perez, P.F. NOA No 03- 0411.01 Expiration Date August 14, 2008 Approval Date: May 15, 2003 Page 1 03/03/2005 15:14 305688;35 CYNAMON BROS Ceco Door Products NOTIC" ; OF ACC1 TANCE: gyIDENCE STJBMITTED (For File ONLY. Not part ofNOA) A. DRAWINGS 1. Manufact.,rer's die drawings and sections, a. Draw.inz 7 •'o. RD0087, titled "3 -0 x 7 -0 Series ", sheets 1 through 7 of 7, dated 5/30/97 with revision C dated 2/24/00, prepared by the manufacturer,. B. TESTS Submitted undo V0Ai# 00- 0315.03 1. Test repo, s 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Unifc r Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cycli c Wind. Pressure Loading per FBC, TAS 203 -94 6) .Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a commercial steel door, prepared by Miami Testing L .noratory, Test Report No. MTL- 16825, dated August 20, 1996, re- issued or `une 17, 1997, signed and sealed by R. G. Miller, P.E. • C. CALC1JLATIOi,'S Submitted under IVO4l 00- 03.75.03 1. Anchor ca ;ulations prepared by Product & Application Engineering, Inc., Project No.96 -1107, Report No. 1, dated August 1, 1996, signed and sealed by David A. Terwilleger, P.E. D. D. F. MATERIAL CLRTIFICATIoNS Submitted under N04# 00- 0315.03 1.' Tensile Test prepared by Center For Applied Engineering, Inc., Report No. 257858, dated November 14, 1996, Revision 1 on May 30, 1997,for steel samples, tested per ASTM E8 -93a, signed and scaled by John M. Brideristine, P.E. STATEMENTS 1. Letter from Ceco Door Products, dated 4/8/03, stating that the product has not changed since it was originally approved. OTHER 1. Notice of Acceptance No. 00- 0315.03 Ceco Door Products, Series "Regent" & "Omega" 18 ga. Outswing Commercial Steel Door, approved on 6/8/00 and expiring on 8/14/03. •1 PAGE 26/33 erex,P•E• Product rol Examiner N • No 03- 0411.01 Expiration Date August 14, 2008 Approval Date: May 15, 2003 40 Max 35 25/32 Door Max Caulk frame perimeter Design Pressure Tested For Vater•Penetratlon With Overhang +05 psF -60 psf Without Overhang +60 psF -60 psF 1 Din 'A' Door Max 41 13/16 Dim 'H' Caulk Underneath Threshold 88 Max Sheet 2 Dim 'A' Dim 'B' 3/4' Undercut F3 I /l3 3/4 3/8' Undercut 03 1/2 3/E 1 Din 'A' Door Max 41 13/16 Dim 'H' Caulk Underneath Threshold 88 Max Sheet 2 Frorle Anchor Instaitotlon Sheet 3 Threshold Installation Sheet 3 Weatherstrip Installation Sheet 4 Door Latch ReinForcer,ent Sheet 5 -6 Cross Section View Sheet 7 B6li [If Material nannuccrie o mcaptavc.ii r3. rtarNa b.raba Cale At..p1.nRN. tr .s / -_S. PYs` PraJsnC • ., aPP7TaiD M f401IH5741tl 1H1 'Wm RAOO!W INNC eT. P1lttU a 111 maxi %c Ipt cox 3 /1;03 aoetPteact Doss.. Rwlp.d Tomtit. Trmol al L,t'W Informal/do ran Nail :4+1EAL1 SPwilGTrONR Finish: Runt Inhihili..s P.im,r 3 -0 x 7 -0 Series Elevation Drawing CECD DOOR PRODUCTS fir. — M1— a /yam r a..� Ca [r.��� p. gnrd Orel N.fw■ aera REVISH.WS oa7E: 5/30/97 OMY,(Nli Nuuerx isSIA owerr.11 er. GINS R00087 S11N11 017 900Z/E0/E0 SOelE NOL N ?O fTh Hasanry 'T' Anchor ?H[' -7 ) Ft Ems: fY YdIEala Ls Grout rat Peale trntlan OP Block Regal ed i/,• <, Na 4 1 gxistino apen(n4 Anchor Into k'ood Spud 1 3/4' tin Enbodntnt Wood Stud 3 /D- s 5• Expansion on Bot PRoomcrnesurrn mmnpfhap with M. curiae 6ae1Gt Cada Aertpla...fra rub. arc ne • A.1l... UI �'• dehadrat Ca.lrct . 3/B n4L2' Woad Lag Soar. AT1HO4t1) AC CIVB1)111C 11Vf3 INf SCAN ItUpM LOBO= CODC at .' op, OT i1o0 NB1B1 a -- • m{t7lJUlC[ dl t> f„�oo- o3tra3 Cant Dr&i WI B f+.d.ed formal, Uaadrd !dalmatian from AA MATERIAL SKC1f7CAUCN4 Frame t`;: =:7hcar Installation Details fhsArr 4715 Anbwt Scat Numr r IK57tr DRAWN-AT; GWS LurE 5/30/97 CECO DOOR PRODUCTS 4 n Tvnyilm f apse WOO RUSK E& RD0087 SIINl a e i i 500Z/E0l60 SOLE NOWVNAO .D b 0 Pi N CO W 110 a I rr• Lead Anchor 110 x 1 1/2' Corcrete 1 3/U' len Entlednent Threshaldl NnVnnnt Fwrd BM( Undercut 12.0 DO Threshold, Peek03D115AV IElTEe L Alt thresholds shorn are rode iron extruded &funlmn eltl. a /drin vhyt seothero trip Insert VratherstrlP, Fenko ft1 W TOTE. 2. LECATC[% ALONG THE ENTIRE HEAD AND JAHN PERIMETER. ATTACHED VITH THWTY /CUR 1111 PO X 3/i' PPH SAS SPACED AT 5' tl /C. o 51.e.l / rote et1 Wateriet 1hrr hold. Prnko IRIAV Yeathervirleo Notlanal Guard 130NA MITT.. 3. LOCATIDNt M.1INI THE ENTIRE HCM AND JARS PERIHLTEN. ATTACHED W1TH THIRTY FOUR 131) 1a X 314. PP11 SNS SPACED AT 6. O/C. 11301,CTALNEWED naplrl.d nal. tit T➢xtfe Dal6eg Code Atom mare Irpindea Daly A/F9DR0 AS 1OWtTYffi R1111 1141 MR nalm+ Dna1DG 1aM SA aT r*011t Ifl11:Da mD06t1, alai ufato.utE a ICF udLFWEt;a 00- 03 /.f=ob Tg/pa Mafia1 fared, Tannlered IMdrmoDan Don ND1 • 7/fa/e) N.ord Dowd Mani. RATER& SPECtl1CATHXIS Trrnchn!(i tX W €'cf I . installation details LSIWF CRAW. PFNSfONS CWSj!wc 5/30/97 CECO DOOR PRODUCTS STa Mtton, Tennessee 30358 RD0087 Sheet Aa 7 SOAR NON NAD r :Th ry..1,•■•• .1••••••••V Port N. 7000340 Frame Jamb Note! 1. For Cyllnolrrcat Lock Only 2, See Sheet 7 For Bill Of Material • 11113130 CT 12131Elli193 — 14.1.10176.s.da 10. Morlkila Deign OW Ampuot./10 Oa Ow Dot 311. AJIVMD M 0:011M14 VAIN 111( sum ROM 1101101110 oac 1.7T4.."" 01 111000 COM MIS OH Irn Call1 Mt( Acuff= tio.02-0311-4 celyRegime. Forma. Trona/mad hdamickton ban MIA ,Ind'. Rid Sheet Numb., 1.0 I FRW_ trICArr"St ICH;rldric.c1 Lock Rf-7nfercf-ment erft'rs ruMc COrTICI Installation Details CECO DOOR PRODUCTS Milan,Tennessee 38359 •SSUE gilt ORAI.O. en; Gvisi 6/06/s-i WARING MOWER: R D0087 ld 4 41 7 SalEf NOVJ' N `O 5.75 MIN. DEPTH Masonry Line r No M h,, -s Rewire 1/4' Shia Max 9 Caulk Perimeter 1/4' Shirk Max Section Y -Y Az Mechanical Interlock Section X -X See Sheet 3 For Threshold Options Concrete Slab 1/4' Shia Max Notef See Sheet 7 For Bill OF Material V ODULTNENKWUD — u °�fBfae �a id Theis IkI t T,ae hmrnmSo mom u Cow% • IM TIN SLUM ROM{ atRIDERG tWt of Or rAtEt! COW amtaff Twt i • natant q i6I(PTextKOO-03 /J-01 • Rolm: fennat, Twtaftraa da,m Uaa from NM 7`L/l7 4Hta i4.t Moamar WUEA6TL SPECII COONS: Cross Sec View - Regent Door 154!E AElr1SSw.'S CWS 5/30/97 CECO DOOR PRODUCTS Mon, Tennessee 38359 oRra RD0087 sn..{e17 S00Z /E0 /E0 SOd2 NOWVN /D EE /TE 39Vd 5.75 MIN. DEPTH /-Masonry Line 11/4' Shim Max See Sheet 2 For' Dptlons Caulk Perimeter l /4' Shiro Max 1.75 ( 'f Section Y-Y Mechanical Interlock Section X -X Ifr 1/4' Shim Max-- Votes See Sheet 7 For Bill OF Material See Sheet 3 For Threshold Options Concrete Stab ;;;;;:::::: nerly ••1 a• lfeoveu;.=711/tli AMINO AS moms wine (Mc Mruil Flalla I WINS crm nu BC 10801E OMF eX ENS EN BBldll CSIIIIWICf AFjs( gamma da'0,3 sulyx Wood romal. 7rnlursed Idfonna(lan Nun NflA 7/aYar Obi 4.bd m. t l ►,1.r SPEGf1GTJaNS_ Cross Section View Omega Door ISSUE, REVISIONS mot err: GWS 5/30/97 CECD DOOR f RODUCTS M9on, Tennesser 39358 oM 1Na toumnER: RD0087 m.d0 et seezisVEO SOHS NOV NAO 1 1 ITEM QTY I 1 1 DESCRIPTION SENLAGE SERIES- AL53P0 GRADE 2. LATCH LOCX, S1NI,LL LEVER CA WAN OPERATED HARKS SERIES 170AB GRADE L LA7r14 I.r r• (rf;CJE/OUYSICE LP"' (X'f?IA7ED YA,.i. • Y -. ; AU`111T0 68.11 DR 104.1 (.:.i.,4,; 1. CAUGC ITR 1!'r MATERIAL SIZE 4 15 TAODUCTBaZW 1I 1 02.01.62 .6116 d. Flee& thtiat C.44 dooDak 01 HuW'.. PnJa1 E <• OMA1R AS C M T %1. NMI OK DIU 11 _ PAOtuM(3PJIDI 0161 1:11 RI<1DIDG" 0901 MOW= Cf M a®IIAa eD 0d -03 r'0,3 7ho/f� Aavf,al Form!, TreAltond INamralfan tram NDA A RN,II d Shoot JMmbur ATOM. SPECIFIC TENSe 3 -0 x 7 -0 Series Bill Of Materials DEMONS • DRAWN NY; I DATE: GWS 6/02/97 IMICECO DOOR PRODUCTS SW — _Milan. Tennessee 38399 MAYANS IMi8EI6 RD0087 1 91x1 7 of SOla NOWNNAD _ -.. 19 1 0L114 CLOSER RLIN(ORCLIffNT, RLLLL6 iEttl ii:rds:tLL it�n WELDED TO DOOR END CHANNELS 1lF.L 12 GA. (49.1•1 • c~B 2 SERIES 'Sr, rRAHE JANB, D p-BLC RABBET PDCFILE 16 GA, 1453- mix) STEEL 1 2 FACE, 5 -1/1' DEPTH mE4, 1 "• FACE SHEET CD1J'GRNING 10 ASYS A366 AND ASTN -A653 COHHERCLfL QUALITY COLD RELLED STEEL (MNIHUH MILD STR. CF Fy =40A00 n414 , • 21 1 SERIES 'SP, ERNIE MEAD, DOUBLE RABBET PROFILE IG GA, (1133" NIA) STEEL ' 2 FACE, 3-3/4' iitel -4 Hitt FACE SHEET CON-OR/11M TD AS11 A366 AND AS7H -A651 COHNENCIAL 7A1AUTY C(1.D R[11_L[.1 STEEL ..`t TEIED SIT. ,.JJa p5A 22 1 JAN3 LOCH STR11(E RC1HFE CI1(G PLATE STEEL { 1-1/9' X 2 -1/2' X 12 GA TAODUCTBaZW 1I 1 02.01.62 .6116 d. Flee& thtiat C.44 dooDak 01 HuW'.. PnJa1 E <• OMA1R AS C M T %1. NMI OK DIU 11 _ PAOtuM(3PJIDI 0161 1:11 RI<1DIDG" 0901 MOW= Cf M a®IIAa eD 0d -03 r'0,3 7ho/f� Aavf,al Form!, TreAltond INamralfan tram NDA A RN,II d Shoot JMmbur ATOM. SPECIFIC TENSe 3 -0 x 7 -0 Series Bill Of Materials DEMONS • DRAWN NY; I DATE: GWS 6/02/97 IMICECO DOOR PRODUCTS SW — _Milan. Tennessee 38399 MAYANS IMi8EI6 RD0087 1 91x1 7 of SOla NOWNNAD MAIM Revisweid for Mcnission Only by °��° Date s`zslos This submittal has been reviewed for general compliance. SuboontractorNendcr M bible for field , shall dimension's. No from fhe measseire requirements ll be made. urn written tten request for epptcine of the specific deviates is made at the tb'rts of submission by SubcontractorNendar. Review of the submittal by Architect/ Engineer and Contractor does not relieve the Subcontractor/ Vendor of compliance with as the coi*act requirements specific written approval is provided by Arch based on SuboontcactarNcndor's written request for JAMES A. CUMMINGS, INC. ACTON il REVIEWEO,ND REVIEWED TO 3 RE4(EWEO EKCEPTtONSNDTED V. a REJECTED RESURMISSiONRE CS : NEORMAv ,ON RECEIVED. NOREVIEWREQUIRED TH,S RE v E IN IS ;OR THE LIMITED PURPOSE OF CHECKIING , &EN, PAL CONEORMANCE WITH INFORMATION GIVE" Y�. Dl "e, Ii"+CO1 CEPTEIIPRESSEDINTHECONTRACTOOCI .� T,4 'HE CON, RACTJR SHALL BE RESPONSIBLE FOR CONt1.,M N,, AND CODRDINAT,NG THE ACCURACY AND COMPLETENE ANTITIE5 FOR SUBSTANTIATINGINSTRUC' 'N5 �,`+ Ia DQM ,N5ORMANACIU a$ MLUASAU C OR RUC •r .METHODS ECHNII�UES SE JVE tl AS ALL CONE SEQUENCES AND PRotEpuRES THE ARCHITECT'S NOTES CONVENTS ON CONTRACTO TTALSDOROTREE ETHE CON C R FROM COMPLIANCE WITH THE CONTRACT ()CCU ENlS, REFER TO BPE6IFICAT i °`mt - BUdbbTTAt9 fOR pEF1 . Tltl. •. `;T4ON a 3. •••• • • • • •••• • • • •• • •• • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • •••• • • • • •••• •• • • • • • •• • • • • • • •••• • • •••• • • • ••• • • • • • •• 0 • • • • * • • •' • • • • • , : ••• • .. • • • • • • • • • • •• • • • ••• • • ••• • • • • • • • • • c •• • • • ••• i MIAMI SHORES CHARTER SCHOOL • MIAMI SHORES, FL -33168 Aluminum Walkway Canopy Design Calculations • • • •• • • •••• • •••• • •• • • • • • • •• • • • • •••• • • •• •• • • • • • • •• •• • • •• • • • • • . .. • • •••• • • • • •••• . • • • • •• • • ••• . • • .• K.Venkatesan, M.S., P.E FL.PE # 42793 1204 N.W.89th Drive Coral Springs,FL -33071 Tel: 954- 753 -7324 Fax: 954-753-5983 • . • : :: • • • • • •.. : • .•. • ••1 '• • • .. ..' 10: '•. '. : . ..• • • • • ••• • • • • • • • • • • .•. : : . : • • • .•. • ••• • • • • ••• ••• • • • •• :•• • • •. •• •• •. ••• • • .•• • Project Name: MIAMI shores Charter School Location: Miami Shores,FL -33168 By: K.V Start Date: 5/11/2005 Comments: MIAMI shores Charter School May 11, 2005 Local Information Wind Dir. • • sure 1 2 3 4 Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures 2002 -- [1.6] Copyright ® 2000 SDG, Inc. ASCE7 -98 .... • • • • • •••• • • • • • •• • •. • • • • • •• • • • • • • • • • •.•• •••• • • • •••• •••• •. •• •• •• • • • • • •• • • • • • • • •••• • • • • •••• • • ••• •• • • ••• • • •. • •• • .. • • • • • • .: • ••• •, •:• ••• ••• •• • • •• • ••• • • • •• • • • • • • • • •� • • • • • • •• • • • • ••• • • ,•• • Page 1 of 6 • ••• .. • • • • • • • • • ••• • • • • • • • • • • •• •• •• ••• • • • • • ( •• • MIAMI shores Charter School May 11, 2005 Section - Main Section Enclosure Classification: Partially Enclosed Building Category: 111 Wall Length(ft) Overhang(ft). 1 120.0 0.0 2 12.5 0.0 3 120.0 0.0 4 12.5. 0.0 Eave Height: 15 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Monoslope Roof Slope(:12) A 3.0 ASCE7 -98 •••• • • •••• •• • • ••• • • •• • •• • •. • • • • • •• •••• • • • •• • • •••• • • ••• •• • • • . • •• • •• • ••• • •• • • •••• • • • •••• • • •• ••. ••• • • • •• • • ••• • • ,•• •• •; ; • •.• : •• ••• •. . ••• • • • • ••• •• • • • • • • • • , • • •, • •• • • •• • • • • Wind Loads on Structures 2002 — [1.6] Copyright ® 2000 SDG, Inc. • • • Page 2 of 6 • • • ••• ••• • • • • • • • • • • ••• • • • : • • • • • • •• •• ••• ••• • • • • •• • MIAMI shores Charter School May 11, 2005 Composite Drawing j1 2 1 A 3 4 ASCE7 -98 • • • • •••• • • • • • •• • •• • • • • •• • •. • • • •••• •••• • • • ••• •••• •••• •• •• • • • • •• • •• •• • •• • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • •. • •• • •• ••. • • • • • • • • • • • • • • • • • : ••• • • • • • • • • ••• ••• • • • • • • • • • '• •• • • • • • • • • • ••• • Wind Loads on Structures 2002 — [1.6] Copyright @ 2000 SDG, Inc. Page 3 of 6 • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• •• • ••• • MIAMI shores Charter School May 11, 2005 ASCE7 -98 Components and Cladding Input Component Description IwaIURoof'Surface LabellzonelSpantft) IWidth(ft) IAreatscift) roof Roof 2 .120.0 3.0 4800.0 roof Roof 3 3.0 3.0 9.0 roof Roof 114.0 9.5 4332.0 Wind Loads on Structures 2002 — (1.61 Copyright 02000 SDG, Inc. • • • • • •. • • • • • • • •••• • • • • • • •. • • • • .••• •••• • • • • • • •••• •••• •. • • • • • •• •• • • •• • • • • • • •... • • ••.. • • • .. • • •. • • • • •.•••• • • • • • o ...... • • • • • • • • • • : MIAMI shores Charter School May 11, 2005 ASCE7 -98 Components and Cladding Output Component DescriponiSurface 'Zonelz(ft) lq(psf) IGCp IGCpi lExtPnes(psf)INet w/ +GCpi (psf) IN et w/ -GCpi (psf) roof roof 2 16.6 46.2 0.30 0.55 13.9 - 11.6 39.3 16.6 46.2 -1.20 -55.4 -80.9 -30.0 3 16.6 462 0.40 0.55 18.5 -6.9 43.9 16.6 46.2 -2.90 -134.0 -159.4 -108.6 • • •••• 1 16.6 46.2 0.30 0.55 13.9 -11.6.• • • •••9.3 •, 16.6 46.2 -1.10 -50.8 -761 • x•;25.4 • •••• • • •••• • • • • • • •• • • • • •• •• • • •• • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • • • • • • •• • ; ••• c • • • • • • • • • ••• •• • • • "• • •�• • • • • • • • . • • • • • • • • ••• • Wind Loads on Structures 2002 - [1.6] Copyright ® 2000 SDG, Inc. Page 5 of 6 ••••.• •••• • •• • • • . • ••; • ; •c •.. • • MIAMI shores Charter School May 11, 2005 ASCE7 -98 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # (surface Iz (ft) Iq (P) IG ICp IGCpi IExt Pres (psf)INet w/ +GCpi (psf)INet w/ -GCpi (psf) 1 Side Wall 16.6 46.2 0.90 -0.70 0.55 -29.1 -54.5 -3.7 2 Leeward Wall 16.6 46.2 -0.20 -8.3 -33.7 17.1 3 Side Wail 18.6 46.2 0.90 -0.70 0.55 -29.1 ... • • • • • ••.. -54.5 • • • 3.7 . .. • • • • • •• • • • 4 Windward Wall 15.0 45.3 0.90 0.80 0.55 32.6 7.2 •••• 5h0. 16.6 46.3 33.3 7.9 ▪ '58•T.' 18.1 47.1 33.9 8.5 • • va.3'. .• •• • •• .. • •' A Roof 0 to 8.3 * 46.2 0.90 -0.90 0.55 - 37.4 -62.8 • • • • ;42.0 • 8.3 to 16.6* 46.2 -37.4 -82.8 . • .' • - 12.11 • •• • . • • • 16.6 to 33.1 * 46.2 -0.50 -20.8 -46.2 .fi' •• 33.1 to 120.0 * 48.2 -0.30 -12.5 -37.9 12.9 * Distance from wIndward edge. Wind Loads on Structures 2002 - [1.6] Copyright ® 2000 SDG, Inc. •S. , • . ••, • .I • • • ..' ••• " • • * • • • • • • ••• • • • • • • • • • • • • • Page 6 of 6 ••• ••• • • • • • • • • ••• • , • • ` , 000 • • MIAMI SHORESCHARTER SCHOOL VisualAnalysis 5.10.demo Report .Company: Courtesy of TES Engineer: Free Evaluation Unsaved Project -Nodes Node B T Fix DE Fix DY Fiat RE ft ft N1 0.000 0.000 Yes N2 12.000 0.000 Yes N3 24.000 0.000 Yes N4 0.000 11.000 No N5 12.000 11.000 No N6 24.000 11.000 No Yes Yes Yes Yes Yes Yes No No No No No No Nodal Supports Node Fix DE Fix DT Fix RE N1 N2 N3 Yes Yes Yes Yes Yes Yes Yes Yes Yes Member Uniform Loads 1 • • • • •• • •.A•• •• •• • • ••.• • • •• •• • • • • • • • • • • •• • Load Cass Member Direction Offset End Offset ft ft Magnitude Dead loads Dead loads Live loads Live loads Wind loads Wind loads M1 M2 Mi M2 M2 M1 DY DY DY DY DY DY 0.0000 12.0000 - 18.7500 lb /ft 0.0000 12.0000 - 18.7500 lb /ft 0.0000 12.0000 - 187.500 lb /ft 0.0000 12.0000 - 187.500 lb /ft 0.0000 12.0000 - 506.000 lb /ft 0.0000 12.0000 - 506.000 1b /ft Member Point Loads This item is empty. Check the selection state, or report properties. Nodal Loads This item is empty. Check the selection state, or report properties. Member Min /Max Forces Extreme Item Member Result Came Name Offset ft Fx Vy MS 2.b 2b lb -ft Max Axial Max Mz Max Vy Min Axial -Min Mz - Min Vy M2 M2 M2 M2 M2 M2 Wind loads First Order 0.0 Wind -X loads First Order 6.4 Wind -X loads First Order 0.0 Wind -X loads First Order 0.0 Equation Combination 1 Fi 0.0 Wind -X loads First Order 12.0 0 15.66 318.0 -3624 8 -161 55.83 6137 0 -161 3334 -4848 O -161 3334 -4848 0 -45.3 1844 -7163 O -161 -2737 -1263 Nodal Reactions -1-Wed May 11 21:51:47 2005 0000 • • •••• •• • • • 0• • • • 0000 • • •00• •• • • • • • •• • ••0• • • 0000 • •.• • • 0 •• • • • • • • • • • • • • • •• •0• • • ••• • ; •t • • • • • • • • • • • • •.• ••O •'• •• • • • • •• •• • • • • •• • • • • • • • •+ • ' • • • • • •: • • •• : o •0• • • • • • ••• 0 • • •S• • • ••• • • • • • • 0,0 • • •00 •0 •• •• ••• • Node Result Case Name 8R TY NZ lb lb lb-ft N1 Dead loads First Order 6.90 N1 Envelope +Extreme Max 222.8 X11 Envelope - Extreme Min 222.8 N1 Equation Combination 1 Fi 222.8 N1 Live loads First Order 54.14 N1 Wind -X loads First Order -15.6 N1 Wind loads First Order 161.7 N2 Dead loads First Order 0.00 N2 Envelope +Extreme Max -177 N2 Envelope - Extreme Min -177 N2 Equation Combination 1 Fi -177 N2 Live loads First Order 0.00 N2 Wind -X loads First Order 177.4 N2 Wind loads First Order -177 N3 Dead loads First Order -6.90 N3 Envelope +Extreme Max -45.3 N3 Envelope - Extreme Min -45.3 N3 Equation Combination 1 Fi -45.3 N3 Live loads First Order -54.1 N3 Wind -X loads First Order -161 N3 Wind loads First Order 15.66 151.4 -25.2 3785 -739 3785 -739 3785 -739 896.4 -198 -318 -19.7 2737 -515 382.1 0.00 6741 727.6 6741 727.6 6741 727.6 2707 0.00 3652 -727 3652 727.6 151.4 25.28 729.8 243.3 729.8 243.3 729.8 243.3 896.4 198.3 2737 515.6 -318 19.70 -2 -Wed May 11 21:51:47 2005 • • ••0• • • • •• • •• • • • • •• • • • 0000 • • •••• • • • 0000 4100• •• • • • • • • •• •0 '• •• • • • • • • 0000 • • • • •••• • • • •• • • •0• • • • 0• • • • • .0000• • • • • • • • • • • • • • • •0. 00• • •• 0•• • : : • • ! • 0a • • • . • • • • .: • • • • . • •• •• • • ••• • • •• • 1 • • • • • • • • • • • • • • • •o • • • ••• •0• •• ••• • • • • • •00 • ••• 0 • • • • • • .00 • ••• ;•••0 • � 41•• • ALUMINUM WALKWAY COVERS Live load = 30 PSF Dead load = 3 PSF Wind load as per ASCE 7 Design wind load = 80.9PSF Hydro shield 635 specification from AMERICAN WALKWAY COVERS CATALOG 6" Wide x 3.5 " High Wall thickness: 0.080 in 3 4 Section Modulus = 2.06 in , Moment of Inertia = 3.60 in Allowable load 13' Span 14' Span Stress limit Deflection limit 122 PSF 48 PSF Wall thickness: 0.060 in 105 PSF 39 PSF 3 4 Section Modulus = 1.5851 in , Moment of Inertia = 3.0710 in Stress limit Deflection limit 91.5 PSF 36.0 PSF 78.75 PSF 29.25 PSF Maximum span = 13'-3" Maximum load = 80.9 PSF Allowable load for 13' -3" span = Stress limit = 88.31 PSF > 80.9 PSF Deflection limit = 34.31PSF > 30 PSF O.K Deck Fastener : # 12 S.S Screws with Neoprene wAsher . fd►&Cp4xn beam. . • • • • • • • • • •• ••• •• • • • •• Uplift force per pane at each end = 80.9 x 13.25 x 0.5' x 0.5 = 268 # • • ••• • • • Allowable pullout value for two screws = 2 x 2(X )f ; 4XI0 #.>"248? • (3.1t • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEAM DESIGN CHECK Beam size = 8" deep x 4" wide x 0.125/0.190 wall thickness 3 4 Sx = 8.03 in I x = 33.6 in Dead Load =3psf Live Load =30psf Load on the beam = 33 psf x 13.25'X 0.5 = 219 # /ft Maximum span of beam = 12'-0" Maximum bending moment = 219 x 12 X 12 = 3942' # 8 Maximum bending stress = 3942 x 12 --- -- -- = 5.89 KSI < 15 KSI 8.03 Bari on Uplift = 7163 x 12 ---- -- ---- = 10.71 KSI < 15 KSI 8.03 4 Maximum deflection = 5 x 536 x 12 x 1728 �_____•�.._____. = 0.74 In 384x10000x1000x33.6 Allowable deflection =12 x 12 --- ---- -- = 0.80 In > 0.74 in O.K 180 .. e.... • .. .. it . • . • • • • • • • .. • • • • .... ... .... • .. • • .. • • ... • .. • • .. ... .... .... •.• • • • . . .... ...... • • • • ... • • • • ..... • • ... • ...... • • • • .... • • .... • BEAM DESIGN CHECK Beam : B1 Beam size = 8" deep x 4" wide x 0.125/0.190 wall thickness 3 4 Sx =8.03 in Ix =33.6 in Dead Load = 3 psf Live Load = 30 psf Wind load = 80.9 psf Load on the beam = Varies from to 0 to 80.9 psf max = 80.9 x 18.25 x 1/2 = 738#/l.ft Maximum span of beam = 18' -3" Maximum bending moment = 0.12383 x 738 x 18.25' = 1667.80' # Maximum bending stress = 738 x 12 ------ -- - - -- = .1.102 KSI < 15 KSI 8.03 4 Maximum deflection = 5 x 274 x 18.25 x 1728 =1.89 In 384x 10000 x 1000 x 33.6 Allowable deflection = 18.25 x 12 -- ---- -- = 1.2 In < 1.89 in Not O.K 180 3 4 Use 6x8beam Sx =13.04 in Ix =52.14 in Maximum Deflection 4 = 5x274x18.25 x 1728 ------------------------- ---- -- = 1.2 in = Allowable O.K 384x 10000x 1000x!.146, .0. • • • • . •• ••• •• • • • •• • • •• • • • • .... ... .... • .. • • .. • .... .. . . . . • • • • • • • ... .... • • • ... • • • • • .... . ... • • • • • .... • • • • ..... • ... • ...... • • • • .... • • ••• • • COLUMN DESIGN CHECK 4 x 4 x 0.125" Column carrying capacity: 2 4 3 A = 1.9375 in M.I = 4.85 in S= 2.42 in L = 11x 12 =132 in L/r =132/ 1.58 =83.54 From Aluminum specification table 3.3.27 Allowable stress = 51000 51000 - a--- -- _ - -- = 7.30 KSI 2 2 (L/r) 83.54 Allowable load = 7.30 x 1.9375 = 14.16 K Maximum load on the column = 3785# Maximum bending = 739' it P/A = 3785 / 1.9375 = 1.96 KSI M/Z = 739x12/2.42 =3.67 KSI 1.96 + 3.67 = 0.26+ 0.24 = 0.50 < 1.0 O.K 7.30 15 r =1.58 in .. ... • • • • • .. • • • . • • • • • .. •.. .. • • • .. ... • • • • ..• • • • • ... • • • • • • ... • • • • ..... • • ... • .. .. • • • .. .. 0 .. • • • 0 .. • • Aluminum Angle Design Check: Angle Size = 4" x 4" L o a d c o m i n g to t h e a n g l e = 33 p s f x 13.25' x 0.5 = 219 #Lft Overturning Moment = 219 x 4/12 = 73' #/Lft Resisting moment available with one 3/8" S.S.Bolts at every 24" o.c = 2385 x 2/12 = 398'# / Lft > 73' # F.S = 398/73 = 5.45 O.K Using 4" x 4" x' " Aluminum Angle Thickness of Angle Required = t = 4 V e u v f b y I 4x73x2x2 ------- = 0.11" = 0.25" 0.9 x 25000 x 4 Provide 4" x 4" x 0.25" Angle with one 3/8" S.S.Bolts at 24" on caster Base connection check: Bolt Tension = 6471 # Bolt Shear = 223 # Using 3/4" HILTI —HVA THREADED ANCHOR SET IN EPDXY 3000 psi concrete footing with a minimum of 7" embedment into concrete. Allowable pullout = 6680 # > 6471 # Allowable Shear = 4800# > 223 # Anchor Ratio = 6471 233 «--- -- + ---- -- = 1.0 = 1.0 O.K 6680 4800 Column base connection: Column base is connected to a column mount bracket with two 1 /2" dia. S.S Bolts 2 Dia of bolt ='12" Area = 0.196" in Allowable shear = 0.196 x 21 x 2 = 8.24 K O.K Beam - Column Connection : Vertical uplift force = 6471 # 4" x 4" x 3/8" plates is welded and connected to beam with four 3/8" S.S.Bolts Weld length = 4 x 3 = 12" 1/8" thick weld resistance = 1/8" x 5 K/in . in = 0.625 k/in Total weld resistance = 0.625 " x 12" = 7500 # > 6471 # O.K Allowable tensile stress per A-325 Bolt = 40 KSI 2 Allowable tension for four 3/8" dia bolts = 40 x 0.11 in x 4 = 17.6 K > 6.471 K ....... • .. • • • . • • • • .. • ... •• • .... • . .. • • • • • • • • • .... • .. • • .. • .... ...... ... • .. .... •.• • • • • • ...... • • • • ... • • • .. • ... .. .. • •. • .... • Footing uplift resistance check: Weight of footing = ((1.33' x 3.5' x 12.0') + (033' x 2.75' x 12.0')) 150 = 10012.5 # Maximum column uplift per column = 80.9 x 13.25' x 0.5 x 12' = 6431 # Factor of safety = 10012/ 6431 =1.57 > 1.5 O.K Concrete Bearing Column Base: M = 739'# = 8.9 in K Moment Arm = 2" max T or C = 8.9/2 = 4.45K 2 Concrete Bearing area =1 x 4 = 4 in Bearing Stress =4.45/4 = 1.12KSI Using AISC Section 1.5.5 Allowable bearing stress Concrete Bearing Strength F = 0.35 f ` Al < 0.7 f' p c c F =0.7f` p c = 0.7(3000) =2.1 KSI Minimum 28 Day Strength of Concrete is 3000 PSI. .. ... • • • • • .. • • • • • • . • • .. ... .. • • • .. . • • ... • . .. • • • • • • • • • • ... • • • • ..... • • ... • .. .. • • • .. .. 000 • • • 000 • • STANDARD SPECIFItTION' S walkway covers or canopies shall be entirely made of an aluminum extrusions. Understructure shall consist of hell-arc welded one-piece rigid bents and the deck of interlock' anodized aluminum extruskins. The structure Shall fie-capable of being walked upon and of sustaining:severe icing, • hail; and hurriCarre winds. tr-;* :Aixtrflas: All Sections shall be 6063 alloy heat-treated 44A_ -,116 temper. Decicscrews shall be type 18-8 stainless sealed with a neopterie "O' ring beneath-, stiniesateei , rhets may be aluminarn.441,1p-coat of clearacrylle e;namet _Onsulate column end fr6:11- electrolytic reaCtkOvith shall be 3:1 Portland cement to masonrySaridLOD# edOressive strength. \ rINIXI: STANDARD FINISH shall be satin anocilied per Aluminum Association Specification AA-M-10C-22A-21. HARDCOAT bronze or black color anodizing shattre, per AA-M- 10C-22A-42-on kllt.,45-controlled billet, color to be selected. PA1NTED \ FINISH shall ,consist of baked acrylic enamel, krr —W1,101110 dtall a PrORRattne ce, over diromatOtorwerslon, solvent-cleaning, iner(i1/4411.4/1264380) - '• grade, two-part___-) imive miaance-ind to a spftlIoefirile one coat of steetr and,'„a)-1;:tnfl: minimum coatin Toliourethane, for maximum shall maintainability. Ifoht- •1:--'•••,:',• Contractor shall flerld-confinn bent location dimensions and eletrationSas shown Onshop drawings prior to fabrication by American•Waikray aiverS3..LC. INIIMUWLiNthMAXM Water floiNs directed from pp, deck 'to beams and columns, as indicatedbrithe drawings, for discharge. ERECTION: Sleeves (slyrnfoam *I be furnished by , • . . out "weepholeV at ground level. American Walkway Covers and set" by ,Ceitirral Contractor. BENtCOfRJJCfl�N ., • • _.• • . Anodized beamsand columns shall tie and masonry have been completed. ancrete foot*, anchor fristallaffOnzbell be scheduled terbegin afterell adjaceptroofing welded into rigid one-piece units in'the manufacturer's bolts, and/or flashing. where required, shall be by others. Bents plant • shaltre-carefidly aligned prior tm grouti4-dotomtpouterikr.mn ROOF DECK: Extruded, self-flashing deck secuons interirT4cAv, „ deflectors shall be installed after grouting. Alt deck ends at into a composite unit, spanning double-bays „ Z'ttimenor joiks shall be capped as detailed. Butt and miter itrints..- • loading. Deck shall be staked into a camber suffid off-set •r\ iitteriori,shall be worded to lower tiveePhole; deadload de n and to causeeflositive drainage Pmspans over 15'-08. S nettle!! consik abrupt local deforrnation of deck-lock metal, each stake having a 350 lbs. • rolue in excess of shall te&in workman-like manner. APPROVAL: ' ,, approval .. by the architect must be obtained 10 da prior to bid opening. Interested manufacturers must furniFfull details of proposed product, engineering calculations oil' II sections involved, physical . • \ samples of all shapes, and a Ii1nstaI1atlons similar in size .• 'and design. Ilydredatid WM 8" wide x 2.5" high et r - r pl "H A I 1 Span 6' 7' 8' 9' Ice ut:: 320 235 180 142 115 Stress unit 226 <114 -‘07t: Deflection 102 65 43 30 22 IvevidikM 523 5" wide x 3.5" high 1 5 -k 1 8 s m 0.; A 1 e" ,... 5 13' 1 1 v Pit _:, 2 AI SPan 8' 9' 10' 11' 12' 13' 14' 5 122 Stress unit 226 179 145 120 100 86 74 Deflection Limit 62 48 39 Deflecd°"llat 136 95 70 52 40 32 25 Nolnathl43581/535 4" wide x 35" high 6" wide x 3.5" high 4 5 -k 1 8 s m 0.; A 1 SPan 12' 13' 14' 15' 16' 17' 18' ot 6" 6 080 Stress unit 143 122 105 91 80 71 63 )1, H ..96: • : X : • •32 Deflection Limit 62 48 39 32 26 22 18 livaresWid 545 5" wide x 4.5" high 1 5 ',:i; -, 1 ,..s n 5 I ti€ — SP an 12' 13' 14' 15' 16' 17' 18' 5 - - 065 Stress 164 149. •IX • 05 • 12 • •42 73 Deflection unlit 91 )1, H ..96: • : X : • •32 27 „ 110181461 6” wide x 6" high 6 080 43: span II NI 16' 188* -19' - 21' 22' Strew Umit 160 j42 • 126 •I,13 • 102 • 93, 85 Deflecdon Limit " " 89 ..7.4 : • 530 • 45 • 39 • 34 •L• • • 5 I . s r •••, Table shows allowable loads (lbs. per sq. ft.) AU extrusions are 6063T-6, Safety factor of 2.1.Yiekk 3000 isl. Ultimate strength; 33,000 pik' Rgures based on breaking deck at alternate bents. • • • • • • • • • • • • • • • • • • • • WWW.AMERICANWALKWAY.COM .1 • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MECHANICAL UNDERSTRU ucis are designed awl engineerec4aexceed uplift as certified by independent testing laborator AMERICAN WALKWAY f # auIr. columns 8x -1.88 Ix -3.71 .ASS 4 X 3 8*•28 b0 =485 150 4X4 7.55 Ix= Ix a 31.18 125 .180 • ./ • 8X4 8X4 411 1. 5x -441 5t -am rival bc•� Ix -55$ 8[ =7,12 •8. .125 t� 1x•2341 .150 10 .18B 8 =13.04 k 52.14 .188 6X8 6* -1478 • 7388 .188 .26a 10 X 8 DECKWID H 6' 8' 10' 12' 14' 16' 18' 20' 22' 24' 802 GL. 1 4•314•3 5,134 3,565 2,680 2,110 2 6x414•4 10,338 7584 5,680 4,544 3,725 3,104 2.587 2,192 3 6x 16x4 12,950 9,250 7,115 5,692 4.666 3,888 3,240 2,746 2,367 4 8x4/4x4 14,589 10,727 8.513 6,978 5,815 4528 4,248 3694 3,212 2,818 5 8x416x4 17,506 12,872 10.135 8,108 6,922 5,867 5,058 4,323 3,726 3,240 6 8x4/8•4 20557 15,189 11,960 9,724 8,103 6,867 5,920 5,148 4,477 3,927 7 6x6/6x6 16,330 13,090 11050 9540 8,590 4760 7,100 6,560 8 10x6/6x6 25,430 19,800 16,460 14,090 12.430 11,180 10.180 9,340 8,690 8,150 9 10x6110•6 33,520 27,000 22,830 19,900 17,730 16,000 14,660 13,440 12,460 11,630 1 4x314•3 3,899 2,954 2,306 2 ' 6•14x4 8,340 6,318 4,936 3,785 3,004 2,612 2,375 2,262 3 6x4/6•4 9,258 7,014 5,480 4,246 3,397 2,954 2,685 2,558 2,436 4 8*414•4 12,855 9,739 7,609 6,136 4,989' 4,123 3,465 2,962 2,533 2,220 5 8*•416x4 14.194 10,753 8, 401 6,830 5,553 4,589 3,856 3,296 2.841 2,470 6 8x4/8x4 16.749 12,689 9,913 8,059 6553 5,415 4,550 3,889 3.352 2,915 7 6x616x6 15,730 11,780 9,440 7,900 6,800 5,970 5,330 4,820 8 10/6x6 25,570 19,940 16,530 14,240 12580 11,180 9,920 8,910 9 10*6/10•6 29,690 22,360 17,990 15,090 13,000 11,450 10,230 9,250 Sx•13.01 1x•5214 .198 0U4.A 4' 6' 7' 8' 10' 11' 12' 14' 15' 16' DB4.B 1' 1' 19 2' 7 2.5' 3' 3' 35' 4' 1 4x31•3 11,918 8.277 6 ,323 4,800 3,952 3,239 2,699 2 6x414x4 25,581 18,272 14,055 11,244 9,216 7,680 6,508 5410 4,921 4,394 3 6•4/6x4 26,456 18,897 14,536 11,629 9,532 7,943 6,731 5,803 5,089 4,544 4 8x4/4x4 33,443 24,591 19,363 16,002 13,795 12,317 11,300 10,561 9,963 9,489 5 8*•416x4 37,059 27,249 21,456 17,732 15,286 13,649 12,522 11,703 11,040 10,514 6 8•4/8*•4 43,729 32,154 23.318 20.924 18,038 16,105 14,776 13,809 13,027 12,407 7 6x616x6 24.500 24530 20,520 17,790 17,710 15495 14,150 14,050 8 10•6/6x6 38,360 38,590 31,695 27,080 27,170 23,830 21.300 21.340 9 10•6/10•6 49,920 49,720 41.730 36,240 35,880 31.835 28,710 28,370 8x•7214 1x•11073 .181 .300 • DMA 5' 6' 9' • i W • • 82' 13' • • I5' • • 16' 18' 20' D64.B 1' 7 1' : 7 : i :: 4 4' 4' 4' •• • • • • ••• • 1 4•314•3 5,979 4,983 3,691 • �m • iz�i i 90 i • • • • 2 6•414x4 12.403 10,336 7656 6,174 5.145 4,039 3,606 3,339 3,092 2,863 3 6x4/6x4 14031 11,692 8,661 6,985 5,821 4,660 4,161 3,853 3,567 3,303 4 8•414x4 21,021 17,518 12,976. 10,445 8.7j1 • 7,faa 6. •6,046 5,598 5,183 5 8x416•4 22,855 19,046 14.108 41,177• 9,481 • .7,986 1130 • 61612 6,122 5,669 6 8x418x4 26,968 22,473 16,647 • .13175` 61.188 ).+43 • l�f3 : 7 7.224 6.689 7 6x6/6x6 17,140 14,380.2,8 ? 10.rIQ• '8r9i0 5470 • 720 6,860 6,300 8 10•616•6 30,280 25.370 21,100 17,680 15,540 14,300 13,190 11,995 11,000 9 10x6110•6 33,225 27,830 23,325 19,565 17,260 15.805 14,520 13,240 12,160 • •`a�.�• •••�yy�� • '� i R7�is7xAln�Y • •• •• • • • •' ••• • • • ••• • 0.060° 0 0 rei - 6.035" Area: 1.4208 Perimeter: 46.8661 Bounding box: X: - 5.3054 -- 7.2796 Y: - 1.9374 -- 1.5625 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 3.0710 Y: 20.4093 Strong Section Modulus: X: i ,50s. i Product of inertia: XY: 4.665,92„ , , Radii of gyration: X: 1.4702• • • • Y: 3.7.90•0. •• • • •• AMER,TC 831 NW 33rd Street a`n e: 9 Beach. FL 33094 WALKWAY 00VE1 , 'IC anon.: 954 -9n -alas Faz 954- 977 -3788 www.amerkonwa9cwoy.com • • • • • • • • • .•. • • • • • • • • ••.• •••. M11'1 11' -S11 ••• DETAIL NAME: • • 635R Deck Section Properties. • • • • • ••.• • • • • • • • • • • • • • • • • • ••• • • • ••• • • DFN1NN BY FRB • CI-tCKED BY: • •• • SCALE: AS NOTED DATE: 11/10/04 0.125" f Area: Perimeter: Bounding box: 4.000" 1..9375 sq in 30.6807 in X: - 2.0000 -- 2.0000 in Y: - 2.0000 -- 2.0000 in Centroid: X: 0.0000 in Y: 0.0000 in Moments of inertia: X: 9,8503 sq in sq in Y: 98503 sq in sq in Section Modulus: X: 2.9252 Y: 2.4252. Product of inertia: XY: 0.0000 sq in sq in Radii of gyration: X: 1,582.2 in Y: 1.5622 in .A LERIC 831 NW 33rd Street ompono WALKWAY OOBERS, LL0 t one: 9 4-97 FL 4 33064 Phone: 954 -9n —aloe Fon 954-977-3788 M'w W. arnericanwa&way.com DETAIL NAME: •• ••• • • • • • •• • • • • • • • • • •• ••• ••. • • • •• • • ••• • • • •.•• •.• • • • . • • •• • • • • • .••• 11 ill— l.il ••• • • • 4x4 Aluminum tube Section. PJ perties • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • ••• ••• • • • • ••• ••• • • • ••• • DRAWN BY FRB SCALE: AS NOTED CHECKED BY: I • •• • DATE: 11 /10/04 FOR V CHITECTS 111 SOUTH 21'T AVENUE , HOLLYWOOD, FLORIDA 33020 7/11/05 Miami Shores Village Building Dept. 10050 N.E. 2nd Ave. Miami Shores, Fl 33138 Re: Joist repairs at 53 NE 105th Street Mathon Residence To Whom It May Concern: Enclosed please find analysis supporting the following: 1. Existing wood 2x6 joist @ 16" o/c that have been cut or otherwise damaged, may be repaired by adding 2- 2x4 ( one each side of original joist) x 48" long (centered on joist damage) and nailed to joist ea. 3" o/c , staggered, with 16d galvanized common nails. Repair lumber to be Southern Yellow Pine, free of knots. 2. A new air handler, with a maximum weight of 183 Ibs, may be supported from the existing structure as shown on the attached sketch. The existing structure is adequate to support such load. If you have any questions regarding this letter, please feel free to call. Sincerely, arlos Dougnac Forma Architects Inc. CARLOS M DOUGNAC FL RA #9423 #C001488 , (954)- 927 -3759, (954) 929 -5063 FAX MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n vQ(>' `► L Permit No. 7 Name } jeitA) ✓ A-r b0JJ Address )Se"-- 1O$'1 Company ;. A A'1, + Phone # Inspection Date Approved Correction Re- Insp'n Fee 0 eL/14-e OtcGrA • D4MAC•80 -tdr ZX Co • j 1 Zx4 sY x 4a11 ' ioN e St (Pe- Co Co G r - v 013 co77174.rtA4, 044 a 3 o/*. W/ tC.P Caa%.v PML Vrac R1t-e# zx rte,. j,tvL l op p = &a PiSe A+ 40 soap * X51"; .3ettsk- 1:20,1%;liaoopie.44-* @ lop" (:)/c L0MgYa ens Southern YeLt 9 A6 • tux 3 161(,0 6-trt 144,4 S yrthema s Z.• 1xd s Cv.17 Gross -searL Ars." '?6 24j �soP5 se, s'j 1 N'1. C15.7 fet prrtolva'v) N. 'Selottotsi rMoDdws 'fq 1 =bs '%1(00 = S ? 3. two 3 11 Z4O -'renal,. SOCrtaa MOP Or rlreoroseo Ural: s (4.5)(3461 - s 9.0 i- CAmecAe. 91,cto ploE roc, A4141 ' _W #wr': VutT W,4v1- 1' 03 1640 /4 = 4$.16 tl rep 0 blue o P '6oFe..+ 46 x s `,rfi Z311,724173 s Go,. 1 '/r Jortet- t4 ruux (4 __61.3! rr grv8 -1 .. 14.0, -Pr _ 410'12 614 4 ,t1 033 twin 1II o g ; Zrr(o L 756.,n 4,14 1 Fizo,r.iaC 112411•01 ,4 C, Pta421iar+ `N,Ta 07/06/2005 13 :56 3056548152 Tao Table AH -$-A — Convertible, Variable S Cooling capacity Fan (BOA) FCCV Speed 31 ape Txv e 37.000 TXV-NB 13FB 40 000 TXV -N8 V V 55 000 TXV Variable Una Model Mo. T E031CI3213 TWEt�C37t13F0 TWEO48E13FB TWE0H�13FBUD AFFORDABLE • PAGE 02 Split System Air Handlers Single Phase — 11/2 through 5 Tons bile through 5Tons TWE -E Convertible Air Handlers • Ships horizontal - converts to upflow by standing unit on end • Six.-way convertibility - horizontal (left & right); front & rear er e7g&; upflow, downflrm • Electrical, refrigerant, condensate & blower dn9esb Canvirtible to either- skle • Compact 21" depth for easy installation • Variable speed Direct ECM motor • Entranced Comfort•HTM dehuniidification start-up • Soft star: - cyc o.on speed is ramped uu gradually to reduce sound and draft • 200/230 volt primary 8 24 volt, 77 VA secondary transformer • R 42-1" foil face ineLlated cabinet • Curroa,an resistant galvanized metal with attractive finish • Versatile duct fange - allows flush 613/4`,1', or I .S° duct insulation • Low voltage terminal board • External brazed refrigerant connections • Filter panel stamped with word 'filter • Filter door seal • Exclusive duct Ranee thermal break/seal • Check valve for heat pump appiicauan • IAQ (indoor Air Mehl) sloped/free draining pan. no stranding water • Non-bleed expansion naive refrigerant control • Intatnaly enhanced firmed coil tubing • Meese to heater circuit breakers • Polarized °tugs tor making motor and transformer electrical connections from air minder central box to eiectrec neaters • Primary and secondary drain connections • oust•in indOor tan daisy function for increased effieienrry • TWE air handela are approved for modular or manufactured homes. • Optional Minded warranties • 1WE031 E airflow selectable for 1.1/2 -.3 ton OD. unit • TWE0375 airflow selembea for 2 -• 3-1)2 ton 011 unit • TWEO40E airflow selectable for 2 -3-1/2 ion OD. unit • TWEO49E airflow selectable tor 3 - 5 ton 0,11 unit • TWEO5 E ant ow selectable for 3.1/2 e 5 ton 0.0. unit • Energy saving continuous fan • Enhanced CoolingRieatingcontrol Air-11teTM • 5 year limited parts residential warranty • 1 year limited parts Carnmeroial warranty �ad with Comfort -R"' Enhanced Mode Option (20W23t V1/601_ Dimenalorni (In.) Shipping Supply Return F tw Una Slze H ail x 0 Weight (aka.) Openmgall °pining@ Sims Gas Liquid e 43x21.6x 21 134 19.22x12.02 or 1$.22x 11.02 19.5x1822 2C1x20,�C1: ?14 /w Variable 45x29.5j 142 21.2,2 12. or 20.22r111.02 21. §x1822 20x20x1 rte sir Variable 174 23.7 r12,g2or22.72x11.02 18 ✓ 20j 1 rr.. 57.90x26x21 188 23.72)(12.+' or .'.72)01.02 24 132.7E02641 �?t .� 23.722x1ao2or22.72x11tQ2__ 24x1822 20xs5x1 1'!e % Table AM -S-B Unit Model Na — Convertible, Dual Circuit, Variable Speed with Comfort- r'Enhanced Mods Option (200i'230/1/60) Coding (C B Capacity PCCY Fan Dimensions (le.j 3 pang Su Reborn Filler Unt Size Speed H x W x G Weil ilia } Cpen 9� °i ge t Gas Wald YWE082E13F8c 85,000) TXV(2) Variabl6 (33 1 218 2 1 ?2 72x11 a2 24x18.22 20x2Sx1 arc e! Table AH-5 -C — Accessories Modal Number 1 Description Used With TAYPLNM100 •Q .............................. Pedestal Ply'q,cnrttipflow ....................,..., ...... ME-031,37E TAYP ,N M1O1 Pedeatai Plenum ow TEoo.o625E TAYMASE101 w 5u TWE031 E TAYBASE100 Dawrdlaw &ibises .. TYVE037E TAYBASE102 Downlow Subbase .......................... TVVE0400625E LAAY99X123i) . ............_.._............._. Knockout Cofer plate'.,.............,... ........,.,.........TVVE)18065E . AY213X034 .. ....... ...._.. .......... .......... Evaporator Dahost Control it .... ................ ,....,., At Heat Pump &indite AY2$X079 ... .......... ........... ........ Evaporator Detroit Control Kit Alf Cooling Weeks BAYSPEK140A .............................. Single %war Entry Kit BAYHTFi1415BPKAB.1419SRKAB (T.-1 Actual Opening don not include frange. (T Two-AM, adt1e snows fora Rush fit wQh 1 ii• Yid, lostaalOn or "1. Mich of 1 � treutaWn. 8 1weellE — renter on * um tor r difrerafkle 11 wrdel. 8 Mrn:num mdur 1 unit tt uras - hid pon.1. • Recommit Mt oWatria hear Is MOO See Hea ter TaWee on Pages AH -13 For complete equipment r combination selections. please refer to Product Data. AH -5 Effective 111/04 Air Conditioning, Electrical & Plumbing Contractors ordable ar Heat, Int WHERE QUALITY IS AFFORDABLE ]J 515 N.E. 190th Street • Miami, FL 33179^,�. DADE (305) 940 -0777 • BROWARD (954) 987 -9943 CFC 057324 EC0001140 DESCRIPTION OF SERVICES PERFORMED AIR DISTRIBUTION: Ductwork will be designed, fabricated and installed in accordan tices and in compliance with all building codes in force on ab DUCTWORK: System r andlor and - -�J " returns. Subject to modifi LABOR WARRANTY: Service will be provided free by us for a year(s) from date of installation during reg MANUFACTURER'S WARRANTY: Paris Warranty (yrs.) A Compressor Warranty (yrs) A EXTENDED WARRANTY: provided through Title to the above merchandise remains with Affordable Air and Neat, er) until paid for In full, in case of default In any terms of this eller shall have the right to take Immediate possession of and the full amount of the purchase price then unpaid tely due and payable at the seller's option without onles paid shall remain with the seller as liqui- nt the services of an attorney are required to Iler, the purchaser shall be required to pay ether with interest and all costs thereto. ormed on accounts with an outstanding existing ductwork, existing electrical epalrs. to allow seller to commence work purchaser shall be responsible to t price as liquidated and agreed Able for any existing building or out er requirements. No balanc systems, a ract 25% o Iler shale n • violations. gua ma ram on w and above this sat AFFORDABLE AIR & HEAT, INC. INSTALLATION OF EQUIPMENT REFRIGERATION PIPING GRILLES Gg) RETURN (4+ PERMIT FE1<S(S) & PLAI4WIF REQUIR DRAIN PIPING AIR HANDLER SUPPORTS CONDENSATION PUMP BATHROOM EXHAUST( ) KITCHEN EXHAUST ( ) CONCRETE SLAB , (: ed. All work to be completed In a dard practices. Any alteration ons involving extra costs will be become subject to charge over YES L) ELS E` _ AMPS ❑ Intial here NO EXISTING ❑ ❑ Cr ❑ ❑ ❑ ❑ ❑ Qr ❑ 0 ❑.,/ ❑ L7 ❑ ® re ❑ HER ❑ ges J 4 CC {EC gv % 7uJ5S -eS 4( ce),67--/eAcze-g__, 1.wmnu, 0)-0 6)4-14(05. Chi , v5� 41,4 r o e/.. r- 4/ci.L /A376 Me- NodsE 1,ti -THE- ErAi2 4 e . %a ltf� to -et Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2005 -532 Printed: 4/21/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. 5 AVE Page 1 of 1 Contractor LATITE ROOFING & SHEET METAL Contractor's Address: 2280 W COPANS RD Local Phone: 954- 772 -3446 Parcel # PARC2004 -27 1121360000061bgal Description: Fees: Description Amount FEE2005 -5100 CCF $89.40 FEE2005 -5102 Credit Bond Fund ($89.40) Total Fees: $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/11/2005 Construction Value$148,500.00 Work: NEW PITCH FLAT ROOF Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ndepen dent Roof Testing & Consulting Services IRTARCON. INC GENERAL INFORMATION: Job Name: Job Address: PROTOCOL TAS 106 REPORT 11301 NW 5th Avenue Miami Shores, Florida Job Contact Person: James Company: Latite Roofing Phone / Fax : 954 - 772 -3446 / 954 - 335 -5005 Permit Number : BP05532 TESTING AGENCY INFORMATION DATE: 7/26/05 IRT # 05 -0601 NOTE: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Dade County Protocol TAS106 Testing Agency Name: IRT -ARGON Inc Certification Number: 00008172 Address: 281 Northeast 32nd Street Oakland Park, FL 33334 Telephone: Fax: (954) 630 -0201 (954) 630 -0506 Representative Name: Bob Tedder Title: Senior Consultnt Signature: Sealed Contents: Sheets 1-3 Roof Plan .02 Richard Schroe•erYates, P.E. Florida P.E. #0036671 Head Quarters: 281 NE 32nd Street, Ft. Lauderdale, FL 33334 Phone (954) 630 -0201 — Fax (954) 630 -0506 Infofl @irtarcon.com - www.irtarcon.com ;;22i MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date-Val/CS Type Insp'n 2c c / 1 i nci Tic Permit No. 3 5 3Z Name Cfcc Y -F-e r Sch0c) Address ' 13 i Ntu) 2. Ave_ Company Phone # L 0144 (954) 772- 344 Inspection Date Z. b / ®S (,/s-1 ro R. BUILDING t ROOF INFORMATION Area No. Main Roof Perimeter width a = smaller of : height - 42 ft 40% height 10% 2nd largest dimension length = ft -not less than 3 ft 2nd largest dimension = ft perimeter width = 3 ft total roof area = 4,100 sqft perimeter length = Peri -area = 716 ft 2,145 sqft 21.5 sqs (see Dade County Protocol PA117) 41.0 sqs Note: Please refer to the attached drawing and the following table for the pulled locations Legend: fail mode B = Broken Tile U = Underlayment separation from Adhesive T = Tile separation from Adhesive Passed 35 Ibf Fail mode Number or 80% NOA please see for 5 sec. legend) Identifier Field Perimeter Comer 1 35 F P C 2 35 F P C 3 35 F P C 4 35 F P C 5 35 F P C 6 35 F' P C 7 35 F P C 8 35 F P C 9 35 F P C 10 35 F P C 11 35 F P C 12 35 F P C 13 35 F P C 14 35 F P C 15 35 F P C 16 35 F P C 17 35 F P C 18 35 F P C 19 35 F P C 20 35 F P C 21 35 F P C 22 35 F P C 23 35 F P C 24 35 F P C 25 35 F P C 26 35 1= P C 27 35 F P C 28 35 F P C 29 35 F P C 30 35 F P C 31 35 F P C 32 35 F P C 33 35 F P C 34 35 F P C 35 35 F P C 36 35 F P C Shaded cell = pull location 37 35 F P C 38 35 F P C 39 35 F P C 40 35 P C 41 35 P C 42 35 F P C 43 35 F P C 44 35 F P C 45 35 F P C 46 35 F P C 47 48 49 35 35 35 50 35 51 35 52 53 54 55 56 57 58 59 60 35 35 35 35 35 35 35 35 61 35 35 62 35 63 35 64 3 5 F P C F C F C F P C F C F P C F C F C C C C C F P C F P C C F P C C F P C F F F F F P P P P P P P P P P P 65 35 F P C 66 35 F P C Summary: The roof is approximately 4100 square feet in area and was tested at 66 locations. The tiles, Altusa "S ", had been installed using the "Foam Anulication" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds or 80 % NOA was obtained. The roof passed in accordance with Dade County Protocol TAS -106. IRT- ARCONs responsibility on this project was specifically on uplift testing to a specific force of thirty five (35) pounds or 80 % NOA in accordance with Dade County Protocol, TAS -106. No other conclusions or observations are expressed or implied. TAS -106 Tile Uplift Test 7/26/05 width = 3 ft IRT # 05 -0601 length = 716 ft Mscharzat 11301 NW 5th Avenue Peri -area = 2,148 sgft Miami Shores, Florida 21 sqs Permit Number : BP05532 99' • •— 32' —►O' • 133' 26 59 47 2 48 60' 25-1 49 58 53 1:16 18 54 15 55 19: 14 4_56t------- 13 11 1-- 10' --* 57 501 20 23 2 31L 66 42] 20 32; 1 41 i 10' 332 UNIT UNDER TEST: Mfr S /N: Cust SIN: •PROCEDURE NAME: CALIBRATED BY: P.O. NUMBER: . SUBMITTED BY: CHATILLON 834621 834621 SYN141 Juan Balceiro Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.346.2430 DFIS -100 FORCE GAGE t� INDEPENDENT ROOF TESTING & CONSULTANTS 281 N.E. 32 S PERFORMED ON: 09Jan2004 NEXT CAL DUE:: 09Apr2004 TEMPERATURE: SEE REMARKS HUMIDITY: SEE REMARKS TREET OAKLAND PARK FL 33334 CERTIFICATE NUMBER 28030:1073658914 Synergy labs Inc certifies that the above listed iratnrnnent meets or exceeds all specifications as stated in tie referenced procedure at the points tested (unless otherwise noted been calibrated using measurement standards traceable to the National been c li the ratio type sure ent starch is traceable aes, Institute of Standards and Technology (MIST), or to NIST accepted intrinsic standards of m nerve It has equal d to 4:l the ;with io type o uncertain q This calibration complies with ISO Guide 17025 and ANSY/NCSL Z540 -1 -1994. Test Uncertainty r4' or ty used to calculate the Test Uncertainty Ratio, with a coverage nt5 95%, unless are greater than dr Any number of fact= may cause the calrtxation item to drift out of calibration before the recommended interval has � fac9�r of at a confidence level ofapproximaaely 95 %, unless otherwise noted permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. erred This report may not be reproduced except full,. f, . nmless REMARKS: This unit was found to be in tolerance at the time of calibration No adjustments were necessary. The calibration of this unit was performed on site in the environmental conditions at the customers location. . Trace No 999002 Signed: Description AMETEK T -150 WEIGHT SET REPORT OF CALIBRATION for SERIAL NUMBER: B34621 'RINTED ON: 13 Jan 2004 CAL DATE CAL DUE DATE 2 Oct 2003 2 Oct 2005 Synergy Labs assigned ASSET NUMBER: 28030 Page _j_ of_i_ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miatni Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building nv A77 11 221 Permit No. (20,3-- S 3Z- Master Permit No. ® y - Electrical lumbing Mechanical Owner's Name (Fee Simple Titleholder) Mint J/of fS ii•d•/;- ire. Phone # COS- 793.° 2,2-0y Owner's Address /C Q.a 5-0 dti f gild M' 6/1 (A. City in/Aa / %/foiE.s / State 1. Zip 33/,3 i Tenant/Lessee Name 0...4h or kJ— k-AO° / Phone # Job Address (where the work is being done) /130 / / a erd" City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 'T> T'g /eoOj,v Phone # 9f'.51'- "772--341V(., Contractor's Address oa rQ W e-0/9i9-44S At) City _ State rC- Zip 3yD(F,$ Qualifier elinjkip A `61 6M LC. / / e State Certificate or Registration No. 2-(!.0059 '7/ V Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit / g/ 6-0 0 . Square Footage Of Work: ..3Y8'® 6 Type of Work: ['Addition ❑Alteration Describe Work: ,dE r- ` � jj��d� r /2-0y5 ew El Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ / Training/Education;Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review, $ '" (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at e for the first inspection which occurs seven (7) days after the building permit is issued the absence ; f < .osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by Contractor The foregoing inslr une as acknowledged before me this i/ day of Ap < e i , 20 ®S, by who is personally known to me or who has produced who is personally known to me or who has produced ► 111111 As identification and who did take an oath. as identificattl 449. stake an oath. NOTARY PUBLIC: NOTARY PUBLIC: .z.. * , ° .... y CO ° 9l� /�/> ® Mid °• cr Sign: Sign: � �' 'fI Print: Print: Mini „� �l� l My Commission Expires: �,,.,� °�^° ° ``�� �'� y xp My Commission E �6 a co . _-f,..•'• • a sr .0 °°” ,,~'!!Tars ° °• T ��. 4111,11111110 - *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** %I'd APPLICATION APPROVED BY: Chc 05/13/03 APR 2O2 5 Plans Examiner Engineer Zoning lire Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information), Master Permit' No. gPO4 /- /O(,t Process No. Contractor's Name L ie Aar"' • / /Jo / 1-) d— ru'410/c4g(J ROOF CATEGORY ❑ Mechanically Fastened Tile ortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BIER -RAS '150 ROOF TYPE New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 9(.00 0 6oc (34406 Section B. (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • t i t• r---1 l 33--4-'; !;' t • I F '!( •tt.1 Job Address Low Slope ❑ Asphaltic Shingles • } ' i i • t Y ; 1 1 • S t r • • • • rs..r. ..•....�.... .. _ � r`�� .t ..�.- ....�- ........w∎••••• .. __.. -,.Y w- .........rte. .+... -. ... .r.... ;:1PAYBACK\JOBS \DCS1LW.TKF Pg. 1 ui/tl> & 1 Florida Building Code Edition 2002 f High Velocity Hurricane Zone Uniform Permit Application Form. Gt/ soi Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify Identify as "NA') System Manufacturer. (d �%• P NOA No.: 03 - 05C 4 c3 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 (+ / Pmax2: -/ ®5/ Pmax3: _ /6 Pet p'9 /.b.00 ,orojec..,t" 5 Max. Design Pressure, From the Specific NOA System: - `7i" Type:LW iy1 r &A/C.1 ale. Gauge/Thickness: 1/ Slope: /y Anchor/Base Sheet & No. of PIy(s): 1' Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. A 4 Base Insulation Size and Thickness: Base Insulation. Fastener/Bonding Material: Top Insulation Layer. /u/? Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: •Fastener Spacing for Anchor /Base Sheet Attachment ' pd.'. Ina efer• 9X1 Gori7erS Field: %5; oc @ Lap, # Rows o2 @i105-' oc / Perimeter: 7 ' oc @ Lap, # Rows. @ % * oc r Coer. ro ' oc @ Lap, # Rows a @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers. Details that Comply with RAS 111 and Chapter 16. Base Sheet(s) & No. of Ply(s): ! l5!4,C ,//�5 J77/1 j/� 1/6-4 t Base Sheet Fastener/Bonding Material: Sheet(s) & No. of Piy(s): / I (,L,.6/19 /./S 02E Ply Sheet tenerBonding (olaterial: f • l/�fj+L/�,� �11L.. //-- /?L ky Top Ply: , A16 N1'0 /6 OD r-R Top pI .Fastener/ Bon ng Material: / pe .7fIAph Surfacing: FT. Parapet Helaht LiV- TVY -45 6-04erefe A Mean Roof Height Base Sheet Fastener. Extrapolation: (Per RAS 117) 10.4.2 Determine the number of square feet per fastener: Net Width of Sheet (ft.): Sheet width in inches: Lap width in inches: 36.00 3.00 Net Width (ft.)= 36 - 3 12 Net Length to Make One Square (100 sq. ft.): Net Length = 100 sq ft = 36.36364 ft. 2.75 Determine the total number of fasteners per square: Side Lap Row: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= Field Rows: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= 7.5 36.36 1 58.18 7.5 36.36 2 116.36 2.8 ft. Instructions: Make entries in green boxes only! Suggested pattems shown in at bottom. Don't mess with anything blue!!! Fastener spacing rounds DOWN! dark red Fasteners per square = Square feet, per fastener = 10.4.3 Determine fastener value: Enter max design pressure from NOA here: fv= 75: psf X 10.4.4 & 5 Determine fastener spacing (FS) to meet new pressures: Enter new design pressure here: Fastener spacing = NOA rows @ Total of 4 rows @ Total of 5 rows @ Total of 6 rows @ Total of 7 rows @ Total of 8 rows @ L 111 8.251 6.61 5.51 4.714285714'! 4.1251 174.55 0.573 0.573 1 75.00 104.001 5 4087 1 2115 1 - s:UT441 10.8173 12.6202 14.4231 psf 43 lbs. psf " centers enters centers centers " centers " centers &Lad? / Base Sheet Fastener Extrapolation: (Per RAS 117) 10.4.2 Determine the number of square feet per fastener: Net Width of Sheet (ft): Sheet width in inches: Lap width in inches: 36.00 3.00 Net Width (ft.)= 36 - 3 12 Net Length to Make One Square (100 sq. ft.): Net Length = 100 sq ft = 36.36364 ft. 2.75 Determine the total number of fasteners per square: Side Lap Row: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= Field Rows: A: specified fastener spacing in inches= B: net length in feet to make one square= C:. number of rows having spacing per (A)= D: number of fasteners per square= 7.5 36.36 1 58.18 7.5 36.36 2 116.36 2.8 ft. Instructions: Make entries in green boxes only! Suggested patterns shown in at bottom. Don't mess with anything blue!!! Fastener spacing rounds DOWN! dark red Fasteners per square = Square feet per fastener = 10.4.3 Determine fastener value: Enter max design pressure from NOA here: fv= 75 psf X 10.4.4 & 5 Determine fastener spacing (FS) to meet new pressures: Enter new design pressure here: Fastener spacing = NOA rows @ Total of 4 rows @ 11 8.251 6.6 } 5.5 4.714285714' 4.125 Total of 5 rows @ Total of 6 rows @ Total of 7 rows @ Total of 8 rows @ 174.55 0.573 75.00 0.573 156.00 3.6058 4.8077 6.OQ 6 " psf " centers " centers nters (.21150" centers " centers " centers psf 43 lbs. 8.4135 9.6154 \PAYBACK\JOBS \DCS2LW.TKF Pg. 1 �� J Florida Building Code Edition 2002 /j �/� High Velocity Hurricane Zone Uniform Permit Application Form. 62.ei / Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used identify as "NA") System Manufactures 4P F NOA No.: 03- " 0 O l" 0.3 Design Wind Pressures, From RAS 128 or Calculations: Fastener. Spaging four Anchor /Base Sheet Attachment 6,',Der , 60(6 » ers Field: 1®j" oc @ Lap, # Rows o @ `ZO-" oc • Perimeter: 4 " oc @ Lap; # Rows.3 @ 4 " oc Comer. " oc @Lap, # Row mi @ " oc Pmax1:° / Pmax2 °/ / % Pmax3: Number of Fasteners Per Insulation per io i E 5.1. t0,00 ' Pro1�eet p /41-,e5, Board Max. Design ressure System : -- 7� Deck: %% ,, Typek - AT/1��. &Jc.i' -7de:74/e_t ef t. g , From the Specific NOA Gaugelrhickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. •,t//1 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or. Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Sheet(s) & No. of PIy(s): ' F q sir? ?LA..V fr1 7f" IL/ W/GPsie-r Base Sheet Fastener/Bonding Material: nCPeft Ply Sheet(s) & No. of Ply(s):) %1(,66tor0 th Ply Sheet FastenerBondin Mate ial: Top Ply: / /e1./6 61 rat I 3 ) f 2 Top P F - stener/ Bondin . - teriay r 11 AP/14 t' Surfacing: /Thn vr4 f d1-rnzfT A FT. Parapet Helaht ♦FT. Mean Roof Height Base. Sheet Fastener Extrapolation: (Per RAS 117) 10.4.2 Determine the number of square feet per fastener: Net Width of Sheet (ft.): Sheet width in inches: Lap width in inches: 36.00 3.00 Net Width (ft.)= 36 - 3 12 Net Length to Make One Square (100 sq. ft): Net Length = 100 sq ft = 36.36364 ft. 2.75 Determine the total number of fasteners per square: Side Lap Row: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= Field Rows: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= 7.5 36.36 58.18 7.5 36.36 2 116.36 2.8 ft. Instructions: Make entries in green boxes only! Suggested patterns shown in at bottom. Don't mess with anything blue!!! Fastener spacing rounds DOWN! dark red Fasteners per square = Square feet per fastener = 10.4.3 Determine fastener value: Enter max design pressure from NOA here: fir= 75 psf X 10.4.4 & 5 Determine fastener spacing (FS) to meet new pressures: Enter new design pressure here: Fastener spacing = NOA rows Total of 4 rows 11i Total of 5 rows 8.251 Total of 6 rows 6.6} Total of 7 rows @ 5.5; Total of 8 rows @ 4.7142857141 4.125j 174.55 0.573 75.00 0.573. psf 43 lbs. 119.00Ipsf 4.7269 " centers 6.3025 venters " centers " centers " centers " centers 9.4538 11.0294 12.6050 \PAYBACK \JOBS\DCS3LW.TKF Pg. bldg3 dy 3 Florida Building Code Edition 2002 106° 3 High Velocity Hurricane Zone Uniform Permit Application Form. G� J Section C (Low Sloped Roof System) Flinn Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify Identify as 'NA") System Manufacturer. L7 F NOA No.: ®lo 03 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: — t ,/ Pmax2: —/a 9 Pmax3: "' /02 9 per ,ORS t, S /,b. bo o /pr®J 44 r,n,4, - Max. Design Pressure, From the Specific NOA System: — °js' Deck: Type: //Y 65/4 r6x/e.i64,_ Gauge/Thickness: /"Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. /' 4 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Fastener Spacing for Anchor /Base Sheet Attachment t 1,dr e ¢e,_ e,X do, ,& Field: " oc @ Lap, # Rows a @' S oc Perimeter: % " oc @ Lap; # Rows y_ © 7 " oc m Coer. < " oc @ Lap, # Rows 7 @ .17 • oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Sheet(s) & No. of Ply(s): / oAFC//1S S77/47 7 1/6-A t Base Sheet Fastener/Bondin g Material:✓ Ply Sheet(s) & No. of PIy(s):1)?Lt,4 &O /a Ply Sheet F tener/Bonding ateri 1: ,� /siiT 1N Lad if-T 604 ey Top Ply: f tJ t41t9 l t rte astenerl Bon•rng Mat rial: Surfacing: In / /'I t j» n t� / FT. Parapet Helaht vF1-• A V Mean Roof Height Base Sheet Fastener Extrapolation: (Per RAS 117) 10.4.2 Determine the number of square feet per fastener: Net Width of Sheet (ft.): Sheet width in inches: Lap width in inches: 36.00 3.00 Net Width (ft.)= 36 - 3 12 Net Length to Make One Square (100 sq. ft.): Net Length = 100 sq ft, = 36.36364 ft. 2.75 Determine the total number of fasteners per square: Side Lap Row: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= Field Rows: A: specified fastener spacing in inches= B: net length in feet to make one square= C: number of rows having spacing per (A)= D: number of fasteners per square= 7.5 3636 1 58.18 7.5 36.36 2 116.36 2.8 ft. Instructions: Make entries in green boxes only! Suggested patterns shown in at bottom. Don't mess with anything blue!!! Fastener spacing rounds DOWN! dark red Fasteners per square = Square feet per fastener = 10.4.3 Determine fastener value: Enter max design pressure from NOA here: fv= 75 psf X 10.4.4 & 5 Determine fastener spacing (FS) to meet new pressures: Enter new design pressure here: Fastener spacing = NOA rows @ Total of 4 rows @ 111 Total of 5 rows @ 8.251 Total of 6 rows @ 6.61 Total of 7 rows @ 5.51 Totalof8rows@ 4.714285714 174.55 0.573 75.00 0.573 129.001 4.3605 5.8140 7.2674 10.1744 11.6279 psf 43 lbs. psf " centers " centers ")enters " centers " centers " centers L tti /6:ei)-9/xek &Lel CoA/zelzt) Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Al ,r), r /j/.77454 S ' Notice of Acceptance Number: 0.2 - ///5. 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): 66, 5 Method of tile attachment: /gbh ? Q Roof Slope: : 12 Steep Sloped Roof System. Description Deck Type: p 00 Type Underlayment. Insulation. Fire Barrier: /3,57 -3o Ridge Ventilation? dig d 4 Fastener Type & Spacing Adhesive Type Type Cap Sheet: Mean Roof Height: / / -Ti•vC,.lpsc- J -/f; /3 G ",4> f(sien b -L/i D Roof Covering: /9'r1LS4 S4 Gt? C� Type & Size Drip Edge: 026,9m...1 S ,i411/- at* 6 v 5 C. • Per Moment based tge:systems, choose eltherMethod 1 Or 2. • tor1K, �e values from If Cosapated the values • • values, for each area ofthe r f, the fe a tart hod is egad to the Mr .. ... lad is aoceptalde. • • Method i "Moment Based Tile Calculations Per RAS (pit- ill, 127" 4 x o �` ` ,,, /3.6V)..Mgs .g; (?zt t , 4> x 110.jy D? 2Q �3"�; `g' `' �` � NOA Al t Glo f (Pau- /moo. ) mg: �.5' .� � NOA Mf22":"? :... x x 7e 1.-Mgs ��3S ,. plHSeidTfle Calculation Per Table Below" Required Moment of Resistance (4) Front Table 8elovrc2 °a NOA Mr,6.='.. *Must. be used to conjunction with h list of moment based tile systems endorsed *by the Rroward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the .values for F' with values for F,.11 the F' values, are greater than or equal to F :values, . the area atilt roo4 then the tile attachment method Is acceptable. far each • Method 3'UPUft Based Tile Calculations Per RAS 127" was cos 6:q; NOVA F' . x 1r'-"-`�`r„ ---x "_.....3�Ws x cos E .r._.. 3=-- -x h�. x ira '*...,,_)•, Wt s tog?: s NO.t F" NOA 1111111.111L„a 11111111C111.1 MU - 111111111127:71717"n 2'w- '?"7711 11111111r11111111 IIIILi:n MIONIIIIIIMIlmmillimeminsummi .ate T°"i . Florida Building Code Edition 2002 Hish Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: A- P-i,Q/E ��7LLS/q (S Notice of Acceptance Number: (9c - / 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or alculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): JE�,6�7J'gCN£� v• Method of tile attachment: 10 02/ g,< -( Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: Type Underlayment. Insulation: A Fire Barrier: Ridge Ventilation? X/4 Fastener Type & Spacing Adhesive Type Mean Roof Height: p3 �rou3S /,? , ,)4'ete- s= Asioil Type Cap Sheet: /57*t,/day9 9D Roof Covering: 4 /ru5/ S'-772e Type & Size Drip Edge: 3X 3 ,-)454 cI'Ep it "/ ••■ • For Moment based tfle:systeass, dims* eitherlifethod1 �r2. Couipared the values • • torfvfemot the rano front Mr, If the 1Wersdues are greater tbaa.or *gnat to the Mr • • - values, lei each area et' the roof, then the Meittaebageat method Is acceptable. Methodl "Moment Based Tile Caleulaikas Per 127" *. ktri . NOA Mt • • prak Atir • (Po -• X •Mg • MAI* • • • Method1 "Shilplified Tile calculation Per Table Below* Required Moment el Reilstince wry From Table Belo* • NOA • M4 • • *Mist. be used in conjunction with list of moment based tile systems indorsed by the Br:award County Iloard or Rota and Appeals. For Uplift based systems use Method 3. Campared the.values for F' with the values for Fr. If the F' values Are greater than or equal to the Fr alues, for each area °fee roo4 then the the attachment method Is acceptable. • • Method 3 "Uplift Based Tile Calculations PerRAS 127" (Pas x b x x cos e: ft Fro NOA F' • (Pas x k 'x x cos ft Fre NOA (PO x z cos a • 1.mA pr-- NINION.muuMMitra 111111111111111111111111CM; 3 111111C11111111 111.11111111.r. 011111111111F1111111111 11111$117. V=a-Maf.777:71'1111111,111111111 Witri1111111111111 2'77 :i,,_1 2.73auvAmm al -,7--,,7miiiiiiiiiiiiiiiiiimmenuem 11.111.277. IIIIIIP11111111111...........m...............11101.111101 1111111:1M 27`.'1=. 11 111111111111 AIM MI ar __________......................iiiiiiiiiii Malls -2-7L'ir=f11:Y-112717717.1 011111112111•111alt7tInr17A111.11111Mmiumniiimimmimiiiii 27:71121:: ''.11 IIIIIILIIIIIIIII NE -J,' 'IIfI WILIrrzr_-_-.37',:,-=rr7111)17.TIL=IIT:=17111111111111 011111111mmoommu • ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI-DADE TEST LAB #034619.02 FL. CERT. OF AUTIL #9036 5401 NW 102" Avenue • Suite 104 • Sunrise, Florida 33351 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN CLIENT: LAT1TE ROOFING & SHEET METAL, INC. Page 1 of 2 ACRC PROJECT NAME: DOCTORS CHARTER SCHOOL OF MIAMI SHORES DATE: 03/18/05 PROJECT ADDRESS: 11301 NW 5th AVENUE MIAMI SHORES, FL. PROJECT DATA: MEAN HEIGHT: z •- (41 2 46) FT SHAPE: GABLE SLOPE: "r" ( RISE in 12) r:= 3 ENCLOSURE CLASS.: ENCLOSED BLDG. CLASS. CATEGORY: 3 IMPORTANCE FACTOR: I := 1.15 REGION: HIGH VELOCITY HURRICANE WIND VELOCITY: V = 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt := 1.0 DIRECTIONAL FACTOR: Kd := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2001 WIND DESIGN per ASCE 7 -98 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. Calculation Letterhead TILE ROOF ACRC #:05-0175T PRESSURE COEFFICIENT 2 9.5 Kz := 2.01 (-900) CALCULATE VELOCITY PRESSURE IQ = 1.062 qz := 0.00256•Kz•Kzt•Kd V2.I qz = 56.658 PSF SLOPE 0 r atan (—)= 12 14.036deg 10 <0< 30 deg. COMPONENTS & CLADDING EXTERNAL COEFFICIENT: GCp From Figures 6-5B INTERNAL COEFFICIENT: GCpi From Table 6-7 CALCULATE UPLIFT DESIGN PRESSURES: P:= qz•[( -GCp) + (GCpi)] FIELD P1 := qz•[( -0.9) + ( -0.18)] EDGE P2 := qz•[( -2.1) + (- 0.18)] CORNER P3 := qz.[(-2.1) + (- 0.18)] DESIGN PRESSURES: P1 = -61.19 PSF P2 = - 129.179 P3 = - 129.179 ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI- -DADE TEST LAB #03-0619.02 FL. CERT. OF AUTH. #9036 5401 NW 102 Avenue • Suite 104 • Sunrise, Florida 33351 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN TYPE OF ROOF SYSTEM: TILE ROOF SYSTEM ENGINEERING DATA: Mfg/Type: ALMAR, INC. (ALTUSA) Miami -Dade Product Notice Of Acceptance: # 02- 1115.03 SYSTEM TYPE: 1 PIECE SPANISH S TILE AERODYNAMIC MULTIPLIER: A,:= 0.274 RESTORING MOMENT: Mg = 535 FT -LB ATTACHMENT RESISTANCE: Mf := 66.5 FT -LB METHOD of ATTACHMENT: ADHESIVE FOAM DECK MATERIAL: WOOD 5/8" CALCULATIONS PER RAS 127 DESIGN FORMULA per RAS No, 127: REQUIRED ATTACHMENT MOMENT RESISTANCE P1- FIELD Mr1:= (PTA) - (Mg) Mr1 = - 22.116 P2- EDGE Mr2 := (P2•A.) - (Mg) Mr2 = - 40.745 P3- CORNER Mr3 := (P3.A) - (Mg) Mr3 = - 40.745 ATTACH TILE TO DECK AS FOLLOWS: ACRC Page 2 of 2 DATE: 03/18/05 ACRC #:05 -0175T DESIGN WIND PRESSURE MOMENT FT -LB Mal := PTA. Ma2 = P2. Mai = P3•.1 Mal = - 16.766 FT -LB Ma2 = - 35.395 Ma3 = - 35.395 DESIGN CRITERIA: Mf z Mr Mf =66.5 Mr1= - 22.116 Mr2 = - 40.745 Mr3 = - 40.745 ATTACH ( IN ALL ZONES ) WITH LARGE PADDY PLACEMENT (63 gms.) OF POLYFOAM POLYPRO SINGLE PADDY ADHESIVE SET . PER PRODUCT CONTROL N.O.A. MINIMUM DESIGN WIND PRESSURES: P1 = -61.19 PSF (LB. per SQ. FT.) P2 = - 129.179 P3 = — 129.179 MAXIMUM DESIGN PRESSURE, NOA SPECIFIC FOR ABOVE ATTACHMENT: Mf = 66.5 FT. LB. (OF MOMENT ) The Roof Code Provisions in Chapter 15 of the Florida Building Code 2001 Apply To This Work Calculation Letterhead cD,Li n , f8k MIAMiDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77th Avenue Miami, FL 33166 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 3752908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altasa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Material: 1. Roofing Tiles Clay SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Altusa One Piece ' S' L =18 'A" Tile W = 10.5" 1 /z" thick nominal 3.25" high Trim Pieces Length: varies Width: varies varying thickness Clip L =6" D = 0.125" Clip L &h =2" W =v2" • 0.05" thick 2.1 SUBMITTED EVIDENCE: Test AMencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Redland Technologies Test Specifications TAS 112 TAS 112 PA 114 PA 114 Test Identifier 94-083 94 -084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF-003 -02-01 7161 -03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date Static Uplift Testing April 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing Feb..1995 PA 102 (Quick-Drive Screws, Battens) Wind Driven Rain Oct. 1994 PA 100 PA 102(A) PA 102 PA 102 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail =On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) One Piece 'S' Tile 6.9 1.52 0.875 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 3 of 7 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf Table 2: Aerodynamic Multipliers - A, (fts) 3 ": 12" or less Tile 5 ": 12" X (ft3) 7 ": 12" greater Battens X (ft} Profile Battens Batten Application Direct Deck Application One Piece 'S' Tile Battens 0.253 Battens 0.274 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf Tile Profile 3 ": 12" or less 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" greater Battens or Direct Deck One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 412 19.4 1 -10d Smooth or Screw Shank Nail • 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 92 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) One Piece "S" Tile' 1 Screw with dip (at the head of tile) 187.1 187.1 N/A One Piece "S" Tile' 1 Screw with dip (at the water course of tile) 352 352 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece `S' Tile Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOANo.: 02- 1115.03. Expiration Date: 12/16/07 Approval Date: 12/12/02 Page4of7 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PolyProTM 24.50 66.5" Polyfoam PolyProTM 38.7° 4 Large paddy placement of 63grams of PolyProlm. 5 Medium paddy placement of 24grams of PolyProlm. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece '8' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 5 of 7 CLIP DETAILS 'SPANISH S" TILE BY rnrik) 2-1/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CUP WITH ONE (1) SCREW ATTACHED TO DECK CLIP NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page6of7 SCREW (HOLDS CUP ONTO DECK) "SPANISH S" TILE BY ALTUSA (TYP.) CLIP DETAILS (CON'T) 2 Ur OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CUP PLACEMENT DETAIL. DECK 11/4 13/4•" 3/4" / • GALVANIZED METAL CUP DECK END OF THIS ACCEPTANCE 2112" SCREW NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 7 of 7 M iA M I•DAOi: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE • (305) 375 -290FLORIDA 5) 375-2908 Polyfoam Products, Inc. CONTRACTOR LICENSING SECTION 2400 Spring - Stuebner Road (305) 375 -2527 FAX (305) 375 -2558 Spring ,TX 77383 -1132 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA. shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REyIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06 /14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \s0450001\pc2000\1tempiateslnodce acceptance cover page.dot Internet mail address: postmaster @buildingeodeonline.com Hamepage: http . / /www.buildingcadeonline.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane Approval Date: June 14, 2001 Expiration Date: May 10, 2006 1. SCOPE This approves Polypro® AII160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Dimensions N/A Foampro® RTF1000 N/A ProPack® 30 & 100 Test Specifications PA101 • Product Description Two component polyurethane Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor • Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Results 1.6 lbsift s 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Chan Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIWI TATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polyproi AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro+? AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -w F- 2 MS 4. INSTALLATION 4.1 PolypRO AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro+.t AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro+14 AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro+14 AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to 3 Frank Zuloaga, RRC Product Control Examiner PoIyfoam Products, Inc., ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfle Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) # I 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 5. LABELING All Polypro® A.H160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place oomph admen to aelieve 17 to23 Optlanal2xb's apiare Inns In enabled with the pan die \ steeppitr1app3ratlone 2) Turn coves lipids dawn. Plane ediembe ik lo. Tot tn. From outmdeedge ofcOMMo. Then Install the Oa, Nall through pas6ccoed of the ewe o vvs mums cover els Abet to ascend course of pin Me& N pin md esare posh et nave be. Ewe clown Weephole (coder shown) Sheethb Optonal Podtup Mortar on Gangland edges of Ws 5 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 6 Polyfoam Products. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under tile Single paddy betvieen the 21n. x7 In. medium size paddy save course only Fascia Weapholi Eave closure Ceip edge Nall through plastic cement Single paddy between the Pelln.x 3 in. Single PacidY on undedaYment Single paddy on top of tile Eave Closure 2 In. x 7 in. medium size paddy eave course only Foe Course Fascia 7 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the Piing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner 8 Polvfoam Products Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering ACCEPTANCE No.: 01- 0521.02 EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.).. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 Center for Applied 25- 7438 -7 Engineering Center for Applied 25 -7492 Engineering Miles Laboratories NB -589 -631 Polymers Division Ramtech.Laboratories, Inc. 9637 -92 Southwest Research Institute 01- 6743 -011 Southwest Research Institute 01- 6739- 062b[1] Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 7050.02.96 -1 PA 114 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 528454 -2 -1 Miami Dade Protocol PA 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 Miami Dade Protocol PA 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 Miami Dade Protocol 520109 -2 -1 E-1 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products Inc. ACCEPTANCE No.: 01-0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERHF1CATIONS: NONE E. STATEMENTS: NONE Frank Zuloaga, RRC Product Control Examiner E -2 2001 ROOFING MATERIALS & SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber; glass fiber, any thickness. Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Phis" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1-1/2 in min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of. Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Phis" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing. Karnak No. 97,1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6: Deck C -15/32 Incline:1 /2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/urethane com- posite, phenolic, 1-1/2 in. min Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One . or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: l/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), `Ruberoid Torch Phis" (granule), `Ruberoid Mop" (smooth or granule) or `Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97,1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: l/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite/isocyanurate composite, perlite /urethane com- posite, phenolic, 1-1/2 in. min Base Sheet (Optional): One or more layers of Type G1; G2 or G3. Membrane: One or more layers of `Ruberoid Torch" (smooth or granule), "Ruberoid Torch Phis" (granule), "Ruberoid Mop" (smooth or granule) or `Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber; 3/4 in. miry isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing ( Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck C -15/32 Incline: l/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS 4175 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", or " GAFGLAS: Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). ROOF COVERING MATERIALS (TEVT) 175 Roofing Systems (TGFU)— Continued Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Decic C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or, "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 12. Deck C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at1.1 /2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. ' 13. Decic NC Incline: 1/2 Insulation (Optional): Lsocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped qr mechanically fastened in place: Joints offset 6 in Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One -or more layers of Type G1' GAFGLAS Ply 4" or "Ply 6" hot mopped'in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal /st( or GAF Weather Coat Emulsion at 3 gal / sq. 14. Deck NC ' ''Incline: 1/2 • Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened hi place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. ' Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped4n place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing -(Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. -% 15 /Deck C -15/32 Incline 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, tirethane, perlite/isocyanurate composite or phenolic Base Sheet: One or more layers Type G2 or G3 base sheet; hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type' G1, hot mopped in place. Membrane: `Ruberoid Mop FR" or `Ruberoid Mop 170 FR" (granule). 16./Decic C- -15/32 Incline: 1/2 t Insulation (Optional): Perlite, fiber glass, isocyanurate, 'urethane, perlite/isocyanurate composite or phen'oiic, offset 6 in. froth joints. Base' Sheet: One or more .layers of Type C-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G-1, hot mopped in place. t Membrane: One layer of 'Ruberoid Torch" or "Ruberoid 'Mop" (smooth). Membrane One layer of "Ruberoid Torch 170FR" or `Ruberoid. Mop FR" (granule) • ' 17. /Deck NC ' Incline: 1 ( Insulation (Optional): Perlite, fiber glass, wood fibber; isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): ' One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 LOOK FOR THE UL MARK ON PRODUCT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing B�.o of Product The documentation submitted has been reviewed by the BCCO and accepted by the Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right rm have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Rulroid ®. Modified Bitumen Roof System for LWC Decks. LABELING: Each unit shall bear a permanent label �1 the manufacturer's u" mess otherwise logo, city, y, state and following statement: "Miami- -Dade County Product ppT RENEWAL of this NOA shall he considered after ffecrenewal � has been filed and f this product. there has been no • change in the applicable building code negatively g ti date or if there has been a revision or change in the TERMINATION of this NOA will occur after the expire process. Misuse of this NOA as an endorsement of any materials, use, and/or manufacture of the product shall aromatically terminate this NOA. Failure to comply product, for sales, advertising or any other purposes with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: by the words Miami Dade County, Florida, and followed by ADVERTISEMENT: The NOA number pr °n of the NOA is displayed, then it shall the expiration date may be displayed in advertising literature. If any portion be done in its entirety. provided to the user by the manufacturer or its distributors INSPECTION: A copy of this entire NOA shall be pr of the Building Official. and shall be available for inspection at the job site at the request This NOA renews NOA 02- 0605.04 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03. 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Tvue: Maximum Design Pressure Fire Classification: Roofing APP /SBS Modified Bitumen Lightweight Insulating Concrete -112.5 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix"' 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix"' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix"' System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix''`' Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 U1tima"' Base Sheet GAFGLAS Flex Ply"' 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® Flashing Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide various Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 . Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 AST' D 2178 ASTM D 2178 ASTM D 3909 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated glass fiber mat flashing sheet available in three sizes. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Product GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® SBS Heat - We1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 Product Descriutioonn Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR 1 meter (39.37") ASTM D-6164 wide 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 Non Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. 1 meter (39.37 ") ASTM D 6298 Non-woven polyester mat coated with wide ASTM D 5147 polymer modified asphalt and smooth surfaced. 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6164 Non Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6164 Non-Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.03 Expiration Date: 11/06(08 Approval Date:10/23/03 Page 3 of 32 Product RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide GAF Aluminum Roof Paint (1VlatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, AsphaltL & Asphalt P Topcoat® Surface Seal SB (Matrix 602 SB Coating) 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 100 lb. cartons, bulk 601b. kegs 5 gallons Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 SBS modified asphalt base sheet ASTM D 5147 reinforce with a glass fiber mat. ASTM D 6163 Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D2824, Non fibered. Aluminum pigmented, Type I asphalt roof coating ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D312, Interply mopping and surfacing asphalt Types I, 11,ID and IV SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 03- 0501.03 Expiration Date: 11/06108 Approval Date:10/23103 Page4of32 Product Dimensions GAF WeatherCote® 5 gallons MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 5 gallons MB Coating) WeatherGoteni (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC 5 gallons Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201. System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Rnberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons APPROVED INSULATIONS: Product Name Test Suecoecification ASTM D3019 ASTM D3019 Product Description Surface coating for smooth surfaced and mineral surfaced roofs. ASTM D3019 • ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 TYPe III Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. • Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive TABLE 2 Product Description Manufacturer (With Current NOA) GAF Materials Corp. GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foam insulation EnergyGuard RA GAFTEMP® Composite, Composite Polyisocyanurate foam insulation with RA & RN high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board (BMCA)GAFTEMP® Fiberboard GAFTEMP® Pennalite GAFTEMP GAFCANT'm GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 of 32 APPROVED INSULATIONS: Product Name TABLE 2 Product Description GAFTEMP Permalite Recover Board Perlite recover board GAPTEMP GAFEDGETM Tapered Tapered perlite board Edge Strip (BMCA) GAFTEMP® High Density I-bgh density wood fiberboard insulation. Fiberboard BMCA EnergyGuard, RA Polyisocynurate foam insulation BMCA Composite EnergyGuard, RA Polyisocynurate /wood fiberboard or perlite composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation PYROX ACFoam ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y 2, Plus, UltraGard Gold, PSI-25 FiberGlass Roof Insulation ISORoc Structodek Paroc Base Board Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Name Polyisocyanurate /perlite ridged insuThl ion Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Rockwool insulation Polyisocyanurate foam insulation TABLE 3 Product Description Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Budding Products, Inc. generic generic generic G-P Gypsum Corp. Johns Manville Johns Manville Johns Manville Masonite. Partek, Inc. Rmax, Inc. Manufacturer Dimensions (With Current NOA) NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 6 of 32 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name GAFTl'1'h® (Drill- Tec(14) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill-Tec ®) ASAP GAP-111'E® (Drill. -Tec ®) CR Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) NTB Fasteners 7. FM -30, FM-60, FM -90 Fasteners and Twin -Loc 8. Olympic CR Base Sheet Fastener and Plate EVIDENCE. SUBMITTED: Test Agencv/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAPTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base ply fastening systems for lightweight concrete decks. Base sheet fastening assembly. Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 PA 114, Appendix "J" PA 114 Fire Resistance Classification UL 790 - PA 114 Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 1/2" GAF Materials Corp. 3" and 3'/i" GAF Materials Corp. GAF Materials Corp. ES Products, Inc. Olympic Manufacturing Group, Inc. Report ate FMRC 1996 01.01.96 J.L ODOA8.AM 07.09.97 J.L 2B8A4.AM 07.02.97 J.I.3005640 11.09.00 J.L 3006845 10.17.00 J.L 3005175 05.23.00 J.L 3005177 05.19.00 J.L 3007500 06.15.00 J.I. 3008178 12.27.00 1RT Reference 03.30.00 No.00001, No.00002 #4483.04.97 -1 06-06-97 R1306, 00NK07638 07.17.00 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 7 of 32 Test Agency/Identifier Name Report Date Exterior Research & Design, LLC 4674.11.01 -1 TAS 114 11.21.01 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page8of32 Membrane Type: Deck Type: Deck Description: System Type E(1): SBS —Hot Asphalt Applied or Cold Applied Matrix Adhesive Lightweight Concrete, Non - insulated (See System Limitation) Cellniar or aggregate lightweight concrete Base sheet mechanically attached. All General and System Limitations shall apply. Base Sheet: Fastening Options: Ply Sheet: Membrane: Install S mechanic y Sheet, GAFGLAS #80 UltimaTM Base Nailable or RUBEROID 20 low. GAFT1l'E (Drill-Tec) assembled C1'U base ply fasteners, FM -90 fasteners, FM-60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 9" o.c. at the 2" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 45psf, See General limitation #7) GAFTITE (Drill-Tec) assembled Cl'1) base ply fasteners, FM 90 fasteners, FM-60 fasteners with FM-30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 12" o.c. at the 2" wide sidelaps and 9" o.c. in three equally spaced rows in the field of the base sheet. (Mco mum Design Pressure - 4Spsf, See General Limitation #7) ES Products Twin ioc: Nail at a fastener spacing of 9" o.c. at the 4" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure -60, See General Limitation #7) GAFFITE (Drill Tec) assembled CTD base ply fasteners, FM-90 fasteners, FM-60 fasteners with FM-30 disks or Olympic CR Base Felt Fasteners at a.fastener spacing of 7.5" o.c: at the 3" wide sidelaps and 7.5" o.c. in two equally spaced rows in the field of the base (Maximum Design Pressur -7Spsf ; ee General Limitation #7) (Optional) one or more plies of Ruberoid 20, GAFGLAS ® PLY 4®, GAFGLAS FlexPly 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal /sq. One or more plies of Ru ' ' ooth, Ruberoid® Mop 170 FR, Ruberoid® Mop ' mid® Mop Plus Granule, Ruberoid® 30 0 Ruberoid® Mop FR or (Ruberoid UItraCladTM SBS : s1 er- m u o asphalt only) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal /sq. uberoid® 30 FR NOA No: 03.0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 21 of 32 Surfacing. (Optional, required if Ruberoid MOP Smooth or Ruberoid 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lbfsq. ± 15%. 3. GAF Weathercote® MB+ (Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB (Matrix 602 SB Coating), Applied at 1 to 1.5 galfsq. Maximum Design Pressure: See Fastening Options Above NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 22 of 32 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LINIITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 250 psi. NOA No: 03-0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 31 of 32 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break Shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 LATI'1'L ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800 -344 -3510 FAX: 954 - 938 -9158 TpCH e-mail: jim @latite.com 4 4 4 4 4 4. 4 4 " 4 4 4 4. 4 • 4 4 d 4 4 ONE PART POLYURETHANE SEALANT W/ PRIMER PREDRILLED MASONRY FASTENERS & EPDM /STNLS STEEL BONDED WASHERS @ 12" CENTERS 24 GA MILL FIN GALV REGLET 1" x 18" ALUMINUM TERM BAR FASTEN W/ PREDRILLED MASONRY FASTENERS @ 6" CENTERS & SEAL W/ MASTIC & MEMBRANE 24 GA MILL FIN GALV COUNTER FLASHING FASTEN TO REGLET W/ 1" GALV WAFERHEAD SCREWS @ 12" CENTERS BASE FLASHING OVER FIELD PLIES AND FIBER CANT STRIP 4 4 miwz //t/ .4 4 4 4 • 4 4 4 4 LT WT CONC DRAWING TITLE: BASE FLASHING & COUNTER FLASHING PAGE: R 1.01 REF ON PLANS: 8 / A5.5.01 //O//O /%/ // SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954 - 938 -9158 TECH e-mail: jim @latite.com / / / /// / O%%% % /%% %%/%%/%%%%%%/7%%%%%%/%%%%%% ii/%%%%% � // %�%%%%%%/// O/%////r COUNTERFLASHING BEYOND - TYPICAL TYPICAL BASE FLASHING TRIM & FORM ENDCAPS @ SCUPPER OPENING 4 4 . 4 . 4 d . ' • 4 i 4 . 4 d ° 4 ° .° 4 d ° 4 .° 4 . 4 • ° 4 SEALANT @ SCUPPER BY EXTERIOR CAULK TRADE 22 GA MILL FIN GALV SCUPPER LINER W/ 4° ROOF FLANGE - FULLY SOLDER ALL JOINTS DRAWING TITLE: EMERGENCY OVERFLOW; SCUPPER PAGE: R 1.02 REF ON PLANS: 2 / A5.5.01 SCALE: NTS LATITE REVIEWERS INITIALS LATITE ROOFING & S►HEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 -772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938 -9158 TECH e-mail: jim @latite.com NOTES: MODIFIED BITUMEN STRIPPING STRAINER CLAMPING RING BASE SHEET OR MODIFIED BITUMEN SHEET IF REQUIRED LEAD FLASHING MODIFIED BITUMEN MEMBRANE 1. MINIMUM 30" SQUARE, 2- 1/2 -LB. TO 4 -LB. LEAD FLASHING, SET ON FINISHED PLIES AND PRIME TOP SURFACE BEFORE STRIPPING. 2. MEMBRANE PLIES, METAL FLASHING & FLASH -IN PLIES EXTEND UNDER CLAMPING RING. 3. LEAD FURNISHED BY PLUMBER, INSTALLED & FLASHED BY LATITE. 4. STATIC EXTENSION INSTALLED, SEALED, AND WARRANTIED BY PLUMBER. 5. PLASTIC DRAINS ARE UNACCEPTABLE, AND IF USED THE FLASHING WILL NOT BE COVERED BY WARRANTY. DRAWING TITLE: REF ON PLANS: DRAIN FLASHING PAGE: R 1.03 Roof Plans - A2.2.13 & A2.2.32 SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938 -9158 TECH e-mail: jim ©latite.com r 24 GA KYNAR PRE FIN FLASHING NAILED OVER MOD BIT MEMBRANE FLASHING @ 4" CENTERS MODIFIED BITUMEN MEMBRANE STRIPPING PLY SET IN ASPHALT ADHESIVE OVER PRIMED METAL FLANGE FULL WIDTH OF NAILER MODIFIED BITUMEN MEMBRANE BASE FLASHING HOTMOP TO OUTER EDGE OF NAILER BASE FLASHING & FIELD PLY OVER FIBER CANT STRIP a L a NOTES: 1. BEVELLED 2X PT NAILERS BY OTHERS ARE REQUIRED. 2. THIS DETAIL IS REQUIRED BY WARRANTY TERMS & INDUSTRY STANDARDS ON ANY DECK FOR THIS PROJECT WHERE ANY PORTION OF THE PARAPET IS BELOW 12" ABOVE FINISHED ROOFING. DRAWING TITLE: REF ON PLANS: EDGE FLASHING PAGE: R 1.04 12 / A5.5.01 SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SREET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954- 772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938 -9158 TECH e-mail: jim @latite.com DRAWING TITLE: REF ON PLANS: DRIP EDGE @ GABLE RAKE PAGE: R 2.01 12/A5.5.02 SCALE: NTS LATITE REVIEWER'S INITIALS #30 TINCAPPED & #90 HOTMOPPED UNDERLAYMENT TILE RAKE FIXTURE SET W/ 16D GALV NAILS & GROUT W/ MORTAR 3" X 3" 24 GA KYNAR PRE FIN GALV DRIP FLASHING FASTEN W/ 1" NAILS @ 4" CENTERS NAILERS & FACIA BY GC MUST PROVIDE MIN 1/2" CLEARANCE FROM STRUCTURE PER CODE LA1'1'1'E ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800 -344 -3510 FAX: 954 - 938 -9158 TECH e-mail: jim@latite.com PLYWOOD #30 TINCAPPED #90 HOTMOPPED UNDERLAYMENT TILE PREFORMED EAVE CLOSURE W/ 1 WEEP HOLE PER TILE 3" x 3" 24 GA KYNAR PRE FIN GALV DRIP EDGE CR -10 COATED GUTTER SCREWS & /-- GALV FERRULES FASTEN @ 30" CENTERS DRAWING TITLE: REF ON PLANS: GUTTER AND DOWNSPOUT PAGE: R 2.02 2 & 3 /A5.5.02 SCALE: NTS LATITE REVIEWERS INITIALS KYNAR PREFINISHED 24 GA GALV 6" x 6" GUTTER KYNAR PRE FIN 24 GA GALV 1" WIDE UPLIFT RESISTANCE STRAPS @ 36" CENTERS - FASTEN TO FACIA W/ SCREWS & TO FACE OF GUTTER W/ SCREWS 24 GA KYNAR PRE FIN GALV 4" x 5" DOWNSPOUT LATITE ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800- 344 -3510 FAX: 954 - 938 -9158 TECH e-mail: 'im @latite.com d 4 4 a 4 4 a a a 5°. 4 4 r i i i / i i i / i i i i i i 4 i i i i i i i i i i i i i i i i i i i i 1 i i i. i i i i i i i i i i i i i i iii i i Z r i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i r i i i i i i i i i i i i i% o N& ��oVX X N uINo uW0000ONoNO000 oo \ AMMO& AW o o 7 i r i i r i i r i i i i r i i i i r 7 o i i i r r i r 107,07 /7 i r i i r i i i i i ii i i r i r i i i r i i r r i i i i i i i r i i A i i i i i a i i r r i i r i i i r i /07,07 r i i i i i i i i i r. 4 Q d v d d 4 DRAWING TITLE: REF ON PLANS: WALL FLASHING PAGE: R2.03 4 &5/A5.5.02 SCALE: NTS LATITE REVIEWER'S INITIALS TILT WALL ONE PART POLYURETHANE SEALANT & PRIMER PREDRILLED MASONRY FASTENERS & STNLSS STEEL EPDM BONDED WASHERS @ MAX 12" CENTERS 24 GA KYNAR PRE MILL FIN GALV 4" x 5" "L" FLASHING TILE #90 HOTMOPPED UNDERLAYMENT #30 TINCAPPED PLYWOOD LA'111.'E ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938-9158 T CH e-mail: 'imtlatite.com ONE PART POLYURETHANE SEALANT AND PRIMER 4" x 5" 24 GA KYNAR PRE FIN GALV FLASHING FASTEN TO PANEL W/ PREDRILLED MASONRY FASTENERS & STNLS STEEL/EPDM BONDED WASHERS @ 12" CENTERS TILE #30 TINCAPPED #90 HOTMOPPED GROUT W/ MORTAR DRAWING TITLE: REF ON PLANS: WALL FLASHING PAGE: R2.04 7 / A5.5.02 SCALE: NTS LATITE REVIEWER'S INITIALS 1 i i i LA'1'1'it, ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO SEACH, FL 33069 PHONE: 954-772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938 -9158 TECH e-m jim@latite.com #30 TINCAPPED & #90 HOTMOPPED UNDERLAYMENT TILE - SAW CUT, CLOSE & MITER @ VALLEYS 16° WIDE 24 GA MILL FIN GALV FLASHING NAIL OVER #30 TINCAPPED & HOTMOP OVER WITH #90 UNDERLAYMENT DRAWING MU: REF ON PLANS: VALLEY FLASHING 10 &11/A5.5.02 PAGE R 2.05 SCALE NTS LATITE REVIEWER'S INITIALS • i///// O%% O%////%%%% % % % % % % % % % % % % % % / / / % % % % % % % % % % / /%% %%%%/ O%%%%%% % % % % % % %%/ % % % % / / / % % % % % /O % % % % /O %% % % / % % % % % % % % % % / �%/ /%00 % %O% LATITE ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772 -3446 FL WATTS: 800 - 344 -3510 FAX: 954-938 -9158 TECH e-mail: 'im • latite.com #30 TINCAPPED & #90 HOTMOPPED UNDERLAYMENT CONCRETE FIXTURE PIECE - BONDED W/ ADHESIVE @ HEADLAP FULLY GROUT ALL SIDES & ENDS W/ MORTAR DRAWING TITLE: REF ON PLANS: HIP & RIDGE DETAIL PAGE: R 2.06 8 & 9/A5.5.02 SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SHEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954 - 772 -3446 FL WATTS: 800-344-3510 FAX: 954-938 -9158 TECH e-mail: jim @latite.com PLYWOOD SHEATHING MIN 5/8" #30 TINCAPPED #90 HOTMOPPED UNDERLAYMENT CONCRETE TILE MITER CUT @ VALLEYS 26 GA STAINLESS STEEL METAL EXPANSION JOINT COVER W/ 4" DECK FLANGES IN FIELD AND 8" FLANGES @ VALLEYS • —de DRAWING TITLE REF ON PLANS: EXPANSION JOINT PAGE R 2.07 14/A5.5.02 SCALE NTS LATITE REVIEWERS INJTIALS LATITE ROOD & SHEET METAL CO., INC. 221. WEST COMM ROAD, PO ANO BEACH, FL 33069 'Li` ) PHONE: 954-772-3446 FL WATTS: 800-344-3610 FAX 954- 938 -9158 TECH e -mail: co i corn • la • -4 d 4 -4 4: -4 A -a4 4 tDRAWING TITLE: EXPANSION JOINT DETAIL © HEADWALL AREAS PAGE: R2.08 REF ON PLANS: 13/A5.5.02 SCALE: NTS REVIEWERS DWG BY: IMTIALS TILT CONSTRUCTION ONE PART POLYURETHANE SEALANT & PRIMER 26 GA MILL FIN STNLSS STEEL EXPANSION JOINT FLASHING CONCRETE TILE #90 HOTMOPPED UNDERLAYMENT #30 TINCAPPED PLYWOOD &' °5- 53 Independent Roo Testin & Consulting Services IRTARCON. INC DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL TAS 105 FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: AREA A Owner: Miami Shores Village Charter School DATE: 04/14/05 Job Address: 11301 NW 6th Avenue Miami Shores, Florida 33168 IRT # 05 -0289 Job Contact Person: Alan Company: Latite Roofing Address: 280 Copans Road Pompano Beach, Florida 33039 Phone : 954 -772 -3446 Fax : 954 - 335 -5005 TESTING AGENCY INFORMATION NOTE: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Dade County Protocol TAS105 orTAS105(A) Testing Agency Name: IRT -ARCON Inc Certification Number. 00008172 Address: 281 Northeast 32nd Street Oakland Park, FL 33334 Telephone: (964) 630 -0201 Fax: (954) 630 -0506 Representative Name: Bob Tedder Title: Senior Consultant Signature: Sealed Contents: Sheets 1-6 Roof Plan: Richard'Schroe FlorFda Head Quarters: 281 NE 32rd Street, Ft. Lauderdale, FL 33334 Phone (954) 630 - 0201 'F, x (9 r4 "630°d5p6` Infofl @ irtarcon.com - www.irtarcon.com 4/15105 1 TAS -105 BUILDING / ROOF INFORMATION Area No A Perimeter width a = smaller of : height = 28 ft 40% height 10% 2nd largest dimension length = ft _not less than 3 ft 2nd largest dimension = ft width a = 8 ft total roof area = 15,720 sqft Perimeter= 533 ft 157 sqs perimeter area 4,264 sqft 43 sqs (see Dade County Protocol PA117) 4/15/05 2 TAS -105 FASTENER INSTALLATION INFORMATION: Is the fastener a self - driller? If yes, list the type of tool used for fastener installation: Speed of Tool: Test Apparatus TEST INFORMATION NO NA NA rpm's Comten 300 Number of Tests Conducted : = 26 each 4/15/05 3 TAS -105 Circle Component to be secured Insulation Membrane !Anchor or Base Sheet Wood blocking Metal Profiles Other: N/A Area No. Fastener Length Fastener Type; Fastener Mfr. Pre - drilled? If Yes, Drill Bit Size Hole Depth A NA 1.7 Olympic NO NA " dia. NA 11 Sample Number Plan Initial Identifier Failure Load Field Perimeter Comer 1 F -1 73 F P e 2 C -2 76 F P C 3 P -3 66 F P C 4 P-4 63 F P C 5 C -5 63 F P C 6 P-6 60 F P C 7 F -7 73 F P C 8 F -8 66 F P C 9 F -9 63 F P C 10 P -10 70 F P C 11 F -11 70 F P C 12 F -12 60 F P C 13 P -13 60 F P C 14 F -14 63 F P C 15 C -15 70 F P C 16 F -16 73 F P C Shaded cell pull location STATISTICAL ANALYSIS Mean Failure load Sample Standard Deviation F = 66.81 Ibf S F — 5.34 Ibf FASTENER VALUE ( For Roof Attachment Calculation or Analysis) Minimum - Characteristic Resistance Force F' = 62.05 Ibf 4/15/05 4 TAS -105 Notes: Minimum Parapet Height All sides GROUND LEVEL Varies feet 28 feet ROOF DECK BUILDING INFORMATION - DETAIL #1 4/15/05 5 TAS -105 Owner : Miami Shores Village Charter School Address: 11301 NW 5th Avenue Miami Shores, Florida 33168 TAS Protocol 105 Location Tested: 16 Date Tested: 04/14/05 IRT# 05 -0289 18' AREA A �-- 22' ---* • 158' 62' 3 9 6, 10 12 13 5+ 44 -121_► 14 16 15 1 186' ► 70' 4/15/05 6 TAS -105 K E L I Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Certificate of Calibration #157102 INDEPENDENT ROOF TESTING & CONSULT 281 N.E. 32 STREET OAKLAND PARK, FL 33334 Customer P.O.# Manufacturer: Model Number: Nomenclature: SN/ID /Asset # Bar Code # Specifications: Cal. Procedure: KELI Control # VERBAL BRENDA COM -TEN FGC0300 PULL TESTER 20412002 N/A +/- 2% SYN156 IND -57102 The accuracy and calibration of this instrument is traceable to the National Institute of Standards and Technology through certified standards maintained in the laboratories of BELT Labs., Inc. or derived by the ratio of self - calibration techniques and is guaranteed to meet published specifications. The metrology procedures utilized satisfy the requirements set forth in ANSI/NCSL 540-1. In Tolerance• When Received? Y Cal. Tech:103 In-House © Cal. Cycle: 3 Mos. Relative Humidity: 50% Temperature: 70 Deg. F Calibration Date: 03/10/2005 Remarks: PERFORMED ROUTINE CALIBRATION /CERTIFICATION I.D. # 1003 OMEGADYNE LC 101 -30K LOAD CELL Standards Used Calibration Due: 06/10/2005 Cal. Date Cal. Due 08/27/2004 08/31/2005 Abk misk V' surance —mow This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs.,Inc. Kimball Electronic Lab., Inc. - 8081 W. 21 Lane - Hialeah, Florida 33016 micett 0103 P'5 T-532- ndependent. Roof Testing & C.onsulting Services IRTARCON DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL TAS 105 FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: AREA B INC Owner: Miami Shores Village Charter School DATE: 04/14/05 Job Address: 11301 NW 5th Avenue Miami Shores, Florida 33168 IRT # 05 -0289 Job Contact Person: Alan Company: Lathe Roofing Address: 2280 Copans Road Pompano Beach, Florida 33039 Phone : 954 -772 -3446 Fax : 954335 -5005 TESTING AGENCY INFORMATION NOTE: The undersigned representative agrees that ail testing has been conducted and results have been reported in compliance with Dade County Protocol TAS105 orTAS105(A). Testing Agency Name: IRT -ARCON Inc Certification Number. 00008172 Address: 281 Northeast 32nd Street Oakland Park, FL 33334 Telephone: (954) 630 -0201 Fax: (954) 630 -0506 Representative Name: Bob Tedder Title: Senior Consultant Signature: Sealed Contents: Sheets Roof Plan Richard Schrdeder Y Florid f' €. #09 Head Quarters: 281 NE 32nd Street, Ft. Lauderdale, FL 33334 Phone (954)630 -0201 '1;oz(9 054` Infofl irtarcon.com - www.irtarcon.com �Idirao9e.6� 4/15/05 1 TAS -105 BUILDING / ROOF INFORMATION Area No. B Perimeter width a = smaller of : height = 18 ft 40% height _10% 2nd largest dimension length = ft _not less than 3 ft width a = Perimeter- perimeter area = 7 364 ft ft 2,548 soft 25 sqs (see Dade County Protocol PA117) 2nd largest dimension = ft total roof area = 6,736 sqft 67 sqs FASTENER INSTALLATION INFORMATION: Is the fastener a self - driller? If yes, list the type of tool used for fastener installation: Speed of Tool: Test Apparatus TEST INFORMATION Number of Tests Conducted : NO = NA NA rpm's Comten 300 20 each 4/15/05 2 TAS -105 TAR-11) Circle Component to be secured insulation Membrane Anchor or Base Sheet Woodblocking Metal Profiles Other: N/A Area No. Fastener Length Fastener Type; Fastener Mfr. Pre - drilled? If Yes, Drill Bit Size Hole Depth B NA 1.7 Olympic NO NA " dia. NA 11 Sample Number 5 9 Plan Identifier Initial Failure Load lb Field Perimeter Comer imam mum MEM I 1111111111111 66 60 miummain 1111LiAk111111111M111- 1111 imam 111,111Uo 11111O1M111 Shaded cell = pull location STATISTICAL ANALYSIS Mean Failure load F Sample Standard Deviation S F 59.30 Ibf 7.66 Ibf FASTENER VALUE ( For Roof Attachment Calculation or Analysis) Minimum - Characteristic Resistance Force 4/1 Sing 53.52 Ibf 3 5 Notes: Minimum Parapet Height All sides GROUND LEVEL Varies feet L.—. 18' feet ROOF DECK BUILDING INFORMATION - DETAIL #1 4/15/05 4 TAS -105 Owner : Miami Shores Village Charter School Address: 11301 NW 5th Avenue Miami Shores, Florida 33168 TAS Protocol 105 Location Tested: 20 Date Tested: 04/14/05 IRT# 05 -0289 22' UPPER 112' 10 18 • 17 19 12 15. 68' LOWER 13 20 A 48' 7 v .it-- -- 44' ---1► 22' 4/15/05 5 TAS105 Kimball Electronic Laboratory, Inc: Precision Measurement Equipment Specialists • Certificate of Calibration # xS7roz INDEPENDENT ROOF TESTING & CONSULT 281 N.E. 32 STREET OAKLAND PARK, FL 33334 Customer P.O.# Manufacturer: Model Number: Nomenclature: SN/ID/Asset # Bar Code # Specifications: Cal. Procedure: KELI Control # VERBAL BRENDA COM-TEN FGC0300 PULL TESTER 20412002 N/A +/- 2% SYN156 IND -57102 The accuracy and calibration of this instrument is traceable to the National Institute of Standards and Technology through certified standards maintained in the laboratories of KELI Labs., Inc. or derived by the ratio of self - calibration techniques and is guaranteed. to meet published specifications. The metrology procedures utilized satisfy the requirements set forth in ANSI/NCSL 540-1. In Tolerance When Received? Y Cal. Tech:103 Relative Humidity. 50% Temperature: 70 Deg. F In -House I 1! Cal. Cycle: .3 Mos. Calibration Date: 03/10/2005 Remarks: PERFORMED ROUTINE CALIBRATION /CERTIFICATION Standards Used I.D. # 1003 OMEGADYNE LC 101 -301( LOAD CELL 'Calibration Due: 06/10/2005 Cal. Date Cal. Due 08/27/2004 08/31/2005 Thls report may not be reproduced, except in frill, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs.,Inc. Kimball Electronic Lab., Inc. - 8081 W. 21 Lane - Hialeah, Florida 33016 milcett 0103 6P05532 -- ndependent Roof Testing & Consulting Services IRTARCON. IN DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL TAS 105 FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: AREA C C Owner: Miami Shores Village Center Schoo DATE: 04/14/05 Job Address: 11$01 NNW 5th Avenue Miami Shores, Florida 33168 IRT # 05 -0289 Job Contact Person: Alan Company: Latite Roofing Address: 2280 Copans Road Pompano Beach, Floroida Phone : 9547724446 Fax : 954 -35 -8005 TESTING AGENCY INFORMATION NOTE: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Dade County Protocol TAS105 orTAS105(A) Testing Agency Name: IRT -ARCON Inc Certification Number: 00008172 Address: 281 Northeast 32nd Street Oakland Park, FL 33334 Telephone: (954) 630 -0201 Fax: (954) 630 -0506 Representative Name: Bob Tedder Title: Senior Consultant Signature: Sealed Contents: Sheets 1 -5 Roof Plan t` Richarc�JS FI&ic Head Quarters: 281 NE 32nd Street, Ft. Lauderdale, FL 33334 Phone (954) 630 - 0201' Infofl@irtarcon.com - www.irtarcon.com 4/15/05 1 TAS -105 BUILDING / ROOF INFORMATION Area No. C Perimeter width a = smaller of : height = 18 . ft _40% height _10% 2nd largest dimension length = ft not less than 3 ft 2nd largest dimension = ft width a = 4.8 ft total roof area = 4,896 sqft Perimeter= 300 ft 49 sqs perimeter 1,440 sqft area = 14 sqs (see Dade County Protocol PA117) FASTENER INSTALLATION INFORMATION: Is the fastener a self - driller? If yes, list the type of tool used for fastener installation: Speed of Tool: Test Apparatus TEST INFORMATION Number of Tests Conducted : WWI NO NA NA rpm's Comten 300 10 10 each 4/15/05 2 TAS -105 Circle Component to be secured Insulation Membrane Anchor or Base Sheet Woodblocking Metal Profiles Other. N/A Area No. Fastener Length Fastener Type; Fastener Mfr. Pre - drilled? If Yes, Drill Bit Size Hole Depth C NA 1.7 Olympic NO NA " dia. NA Sample Number Plan Initial Identifier Failure Load Field Perimeter Comer 1 C -1 66 F P C 2 F -2 60 F P C 3 P -3 60 F P C 4 C-4 56 F P C 5 P -5 50 F P C 6 F-6 56 F P C 7 F -7 60 F P C 8 P -8 66 ' F P C 9 C -9 63 F P C 10 C -10 60 F P C Shaded cell = pull location STATISTICAL ANALYSIS Mean Failure load F Sample Standard Deviation S F 59.70 Ibf = 4.85 Ibf FASTENER VALUE ( For Roof Attachment Calculation or Analysis) Minimum- Characteristic Resistance Force F' = 54.72 Ibf 4/15/05 3 TAS -105 Notes: Minimum Parapet Height All sides GROUND LEVEL Varies feet t-- 18 feet ROOF DECK BUILDING INFORMATION - DETAIL #1 4/15/05 4 TAS -105 Owner : Miami Shores Village Center School Address: 11301 NW 5th Avenue Miami Shores, Florida 33168 TAS Protocol 105 Location Tested: 10 Date Tested: 04/14/05 IRT# 05 -0289 AREA C 1 1O 48' • 102' 4/15/05 5 TAS105 Kimball Electronic Laboratory, Inc: Precision Measurement Equipment Specialists Certificate of Ca[i brati on # 157102 INDEPENDENT ROOF TESTING & CONSULT 281 N.E. 32 STREET OAKLAND PARK, FL 33334 Customer P.O.# Manufacturer: Model Number: Nomenclature: SN/ID/Asset # Bar Code # Specifications: Cal. Procedure: KELI Control # VERBAL BRENDA COM -TEN FGC0300 PULL TESTER 20412002 NIA + / -2% SYN156 IND -57102 The accuracy and calibration of this instrument is traceable to the National Institute of Standards and Technology through certified standards maintained in the laboratorries of KELI Labs., Inc. or derived by the ratio of self- calibration techniques and is guaranteed. to meet published specifications. The metrology procedures utilized satisfy the requirements set forth 'in ANSI/NCSL 540-1. In Tolerance When Received? Y Cal. Tech:103 Relative Humidity: 50% Temperature: 70 Deg. F In-House © Cal. Cycle: .3 Mos. Calibration Date: 03/10/2005 Remarks: PERFORMED ROUTINE CALIBRATION /CERTIFICATION Standards Used I.D. # 1003 OMEGADYNE LC 101 -3 OK LOAD CELL Calibration Due: 06/10/2005 Cal. Date Cat. Due 08/27/2004 08/31/2005 This report may not be reproduced, except in full, unless petmission for the publication of an approved abstract is obtained in writing from KELI Labs.,Inc. Kimball Electronic Lab., Inc. - 8081 W. 21 Lane - Hialeah, Florida 33016 ni kart 0103 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 3313 8-0000 Phone: (305)795 -2204 Project Address 11301 NW 5 Avenue Miami Shores Village, FL 33138- Parcel Number Expiration: 01/24/2009 Applicant 112136000060 Block: Lot MIAMI SHORES DR. CHARTER Owner Information Address Phone Cell MIAMI SHORES DR. CHARTER SCHOOL 11301 NW 5 Avenue MIAMI SHORES FL 33138 -0000 Contractor(s) REVELATION SOUND INC Phone (305)255 -2151 Cell Phone Type of Work: SOUND SYSTEM AND LOWE VOLTAGE Additional Info: Classification: Commercial Fees Due Amount Total: Available Inspections : Inspection Type: Fire Alarm Alteration Service Change Underground Rough Final Relocation Meter Box W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 28, 2008 Date Monday, July 28, 2008 1 1t1_Z\6 L -RAI J - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 r12EfECEAVEDT 1�5 1008 Permit No. n.L oB Master Permit No. Permit Type: Electrical --�� c,,_ Owner's Name (Fee Simple Titleholder) XUAMN `S�'Otb' iS cY1it (�\&b Phone # Owner's Address 5 av( ` City 1'■41\►,A Tenant/Lessee Name Phone # E -MAIL: 30S 1'2"1165 State Zip J‘(15 Job Address (where the work is being done) lvt,) CL 410111, City Miami Shores Villa•e County Miami - Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name lithitaint Contractor's Address (La1O ) VV-- I t City N*dltt1 State F ) Qualifier Name G� O kith tatt hfild t State Certificate or Registration No. L►L MJn,( E -MAIL: Mk 'OJA0/1. co ". Architect/Engineer's Name (if applicable) Phone # Phone # Z5 • :55'26/ Zip 3318'6 Phone # 305 •,,. 51 Certificate of Competency No. Value of Work For this Permit $ 23 500'.. Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration NINew ❑ Repair /Replace ❑ Demolition Describe Work: CDSdi aq, a OtPla Sy3I i c wJ tip Uvn&tt , * * * * * * * * * * * * * * * * * * * ** * * ** * ** ********** Feesx***w w* * *wwwwwxx*xx ********** * *** *** * * * ***** Submittal Fee $ Permit Fee $ MO rk CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Doubk Fee $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �) i • er or Agent The foregoing instrument was acknowledged before me this .25 The foregoing instrument was acknowledged before me this day of , 20 08, by , day of 2 ��' , 20 0?, byG -( c c4-&e-( ( lc4w , who is personally known to me or who has produced who is personall known As identification and who did take an oath. Signature Contractor NOTARY P : LIC: ,, I' Print. ' • k` ♦ iJ 311 *s4 14 a., •�Oi My Corn fission -71 rte, • $ i• ********************e 6: �* *w *** ;** =.u. I. �..4, * X'X 9G f[X% wwwveztt*w�i'C*www a Kitx xxv:*** at****** **l.''**tc1C****%'X****'****K]t 9CKY. 9C* *it 0 5 1 % 8. 4 i. /410/1IN1111 :_ 1ilr%! dog-41' _- Plans Examiner (Revised 02/08/06) Engineer Zoning fr • • ••• • • • ••- Doctcft Chatter :Elementary School Sodnd Syieterrt Block ®iagtam 5 -2 -2008 • • ••• •04, • 000 • • •• • • • • • • • • • • • •• • • • *00 .' . • • • • • • • Inputs are shown •• • • • •• ••• •• unconnected • • • • • ry • Sanctuary • • Shure SLX Series S -24 ArcltAecoest cs •ArehRcBustics System Mixer + Freq -Out VSX26 RECE1 "EL') JU 20.011 1 Mono 2 Out 1 Cafeteria Mains CFX -151 -W 3 Small Room CFX -121 -W Tascam DVD/ CD Player 12 13 14 15 16 17 18 19 CTs 600 Impulse 6T Outside Wall Mounted - Black Speakers Aux 2 Aux 3 5 -03 22 PERMIT # 16 Channel Mic Snak SUBJECT TO COMPUANCE MTH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS 00000000 00000000 SURGEX SEQ Sequncer 20Amp Stage Floor Monitor Speakers SSE 10M -Black This Diagram is the Work Product of Revelation Sound, Inc. 12910 SW 132 Court Miami, FL www.RevSoundFL.com 305 - 255 -2151 Doctor's Charter tdba61:::•••: •Man Layout for the Cafeteria and Hallway Sound System 7 -21 -2008 ▪ ••••• •• • • ••• • • • • ••• • ••• • ••• • • • • • • • • • • Cafeteria 11 •• • • • • • • • • • •• • • • ••• • •• • • • • • • •• ••• • • • •• • • • • • ••• Sound Control Room is •c •; f Kitchen Area • • Cafeteria NOTES: 1) Wiring is specified as low voltage - surface run. 2) Speakers are as follows: - Outside Hallway - Impulse 6T Black - Main Cafeteria - CFX151 - White - Cafeteria!! - CFX121 - White 3) Equipment Rack is located in the sound control room - 4) Microphone "Snake" connection box is located on the rear wall of the main Cafeteria - 5) The remote antenna for the wireless microphone system is located on the outside wall of the sound control room - 0 6 This drawing is Not To Scale. Locations are approximate and will be finalized on site with the customer. Plaza Area This is a work product of Revelation Sound, Inc. All rights reserved. 7 -21 -2008 ice sloommwor srm aTaw OMMIIROD ONOMOINO •mww 111111111111 rerma NMI a This Inst en Pr ared By Name /r23 . 4 dfa•414 t7 Address // 0 Lk./ � 4.1..E s._ Permit No. STATE OF �A'� COUNTY OF 1t4((/Ant_ 441)e NOTICE OF COMMENCEMENT RECEMED AUG 2 1 2008 a � s r TH-E UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) �! _ V\&- /130 1 /'ULU S j� �j W 1(x414/1 t C IL�e- 4 Fe— SC"/�C. //3a/ VG/ S` A. e fr /4e:/ S 3/'!Zd` 2. General description f4provpm : Sy "\., 3. Owner information 4.74(„S' CLM,O Z a. Name and address: b. Interest in property: 7 /4 (%/ c. Name and address of flee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: EL14 -7? 1 ` .e'). t(9-9 /6 Su.) ((a..:er jvi ( Fe_ 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. e foregoing in !me was acknowledged before me this p� `1 (name of person a: authority, ...e.g. officer, trustee, attorney in fact) for behalf of wham instrument was executed). STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this rs a true copy of the original filed in this office on __ad_ day oP AO 20 icial Seal, fCirc and County Courts D.C. Under penalties of p` ='. knowledge and belief. �s Signature of O,4.r Owner's Authorized Officer /Director Partner /Mena r Signatory's Title /Office G_.$.PC4j j7y� LF e day of «a( (year) by (type of (name of p on 0`tllillgitiii /J P nt, Com of Note pe, or Stem ssion Number Personally Known t/or Prodfll 'erification Pursuant to Section 92.525 Florida Statutes lei I��.r•• ••* eclare that I have read the foregoing nd that the facts stated In 444....•••• � $t 01 my � .. liJltNN1�� � Signature of N I Person Signing Above Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 12, 2009 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 NW 5 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: REVELATION SOUND INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 112136000060 Phone: (305)255 -2151 Building Department Comments 1 4 Etil Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ;))Z.-- /3/rat oy fl_.. A nnnn n_-._ •n _r •n Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 118293 Permit Number: ELC -7 -09 -1100 Scheduled Inspection Date: September 11, 2009 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 NW 5 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: REVELATION SOUND INC Permit Type: Electrical - Commercial Inspection Type: Underground h Work Classification: A i ion /Alteration Phone Numb Parcel Number 112136000060 Phone: (305)255 -2151 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /-7// P72.&' Sanfamhar in 9nno For Inspections please call: (305)762 -4949 Panes 1 of 17 Revelation Sound, Inc. 12910 S.W. 132 Court • Miami, FL 33186 Phone 305 -255 -2151 • Fax 305 -255 -2535 Quote # Date: Valid Till: 090409 -01 M 4/9/09 5/10/09 Quote For: Job Description: Doctor's Charter Elementary School 11301 NW5Ave Miami, FL All Page Addition to Existir• InterCom System Company Part # Description EQUIPMENT 1 Crown 1 MAP SPEAKERS 23 Telecor 19 Telecor 12 Telecor 2 Telecor 7 NS -' Quotation -- Attn: Jorge Camacho Phone: 305- 542 -8934 CamachoJ@doctotscharterschool.org *GMM CTS1200 CTs 1200 - Amplifier - 600 W- 40600 W- 8Q/600 W -70V - Standard Input RK-4 4 Space 16° Deep Black Laminate KD Rack A -15T Re- Entrant Hom Loudspeaker STB -11 Speaker/Transformer/Baffle Assembly T8 Support Bridge forSTB -11 Assembly WB-11 Speaker/TransforriterBaffle Enclosure Assembly (Wood) P77 -8 Plastic mounting rings HARDWARE/MISCELLANEOUS 1000 WPW 357 2000 WPW 225 1 A/S AT -35 2 Telecor CS -1 11 McM 7219K22 11 McM 7219K5 11 McM 71695K21 11 McM 71695K27 41 HD 123 -321 RSI S &H RSI MHR-01 RSI TRCB r 4/22 WIRE 1 PR $HD /1 PR NO SHD 2/16 STRD UNSHED SPEAKER WIRE Commercial Atten(lator / Plate mounted (70V/35W, 3dB steps) Momentary Call S ch WP single gang bbx WP single gang hex covers WP single gang box WP single gang box covers Pass thru assemblies Freight Allowance(Normal Ground) Misc Hardware/Materials Package Document Preparation (Shop Drawings & As Scope of Work 1) Revelation Sound, Inc. (RSI) will install an 'All Page" system to your existing Dukane Intercom system. 2) We will connect the paging source to an unused room call switch and through that interface we will obtain an 'all p 3) We will install the loudspeaker devices as outlined by Jorge Camacho. 4) If this quote is accepted, before we order equipment we Will produce 'shop drawings° or mark up your plans to verify that we have covered al zones as you desire. 5) All wall penetrations will be made with conduit and fire caulked. The exterior wall penetrations will be boxed on bot 6) The wire is specified as free run and CL3 rated. 7) All permitting costs will be invoiced to the school and are not included in this quote. Equipment Total Florida State Sales Tax 7.0% System Engineering, Design, and Modeling Professional Installation, Set -up, Calibration, E4ualization & Training Bid /Unit Total Bid GRAND TOTAL 14,230.00 TERMS AND CONDITIONS • 50% Deposit required upon acceptance of this Quoation. Balance due upon delivery. All products remain the property of Revelation Sound, Inc. (RSI) until all invoices regarding this order`are paid in full. A 1.5% per month late fee will be added to all past due invoices. • MasterCard & Visa accepted. A 3 % processing charge will be added to all credit card purchases. • ALL prices are F.O.B. our Miami, FL warehouse. • Florida State Sales Tax of 7.0 % is payable on all sales, unless a valid Sales Tax Exemption Form and a Current Sales Tax Certificate is on file with RSI. • All products are subject to a 25% re- stocking fee + ret€om shipping costs, paid in advance at the lime of the retum. ® A I1 custom product orders are Non - cancelable, Non - retumable and Non - refundable. C Accepted By: Date: 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. g/.c -oM40o Master Permit No. Permit Type: Electrical Owner's Name (Fee Simple Titleholder) e-11V- C 4A't l'm'2(.:° Phone # ge2r. 75-9 °� .?Y-/ Owner's Address // J d) / Goa City 6' / -51-4,1-1/ State '4". Zip 3 .i Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) D 5/ 5el) i it ' .1 136 l N J /W. 5.4n Y .0 P City Miami Shores Villa e County Miami -Dade Zip 3 31 G FOLIO / PARCEL # Is Building Historically Designated YES NO >' Contractor's Company Name Contractor's Address /a9 in 5W 13 Ci City Qualifier Name State Certificate or Registration No. E 0 Q 06 2. i ? Certificate of Competency No. E -MAIL: M VS Uv0Ubr . C kA 'he, Phone # 3 31f 2 / S7 State F L . Zip 3 3 4 Phone# 34S-4- 626S C / „5-) Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /14 7 2 30. 6 6 Square / Linear Footage Of Work: Type of Work: Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: it ***************************************V �r�r****** err** * * *** **�r�r*** *�r�rx�r,r*** *,r, *** *, *** ees Submittal Fee $ Permit Fee $ 'PO Notary $ �� Training/Education Fee $ 3.09 Scanning $ '5• CO Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5,26.4S See Reverse side -+ CCF $ OO CO /CC Technology Fee $ I AS Zoning $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of , 20 09, by who is personally known to me or who has produced As i • entification and igiffhp4oath. th. VRENEq j • ••• ... •• •40 •'�� NO fps /OIL• q�p$ Sign: Print: ANI"[V_ s- My Commission Expires: ei •.. .....•'pr���� NOTARY Contractor The foregoing instrument was acknowledged before me this e, 20 69, by Wally kn�v n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 0.7'0 _.' Si s * ******** rw * * **** ** t —k***— * * * *** *S—k** vi e• `'`C • *****• rx***r** * ******— k * **•x*•t•rt•,rx**** * Print: FIR IOC /1.1 E My Commission Expires: L.1 e� Notary Public State of Florida Francine Wylie My Commission DD838373 0,poi Expires 11/13/2012 APPLICATION APPROVED B (Revised 02/08/06) e.% -z.l e, Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL Phi, e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: STRYKER ELECTRICAL CONTRACTOR INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 112136000060 Lot: Building Department Comments PROYECTOR OUTLETS Passed Inspector Comments 1. EP Pglii Ilit, .94.��°ev' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: STRYKER ELECTRICAL CONTRACTOR INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 112136000060 Lot: Building Department Comments PROYECTOR OUTLETS Passed Inspector Comments Failed Correction Needed Re- lnspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 3G2Z aster Permit No. p i06(4) Permit Type (circle): Building lumbing Mechanical Roofing /� Owner's Name (Fee Simple Titleholder) 1 V , t Airtik ( 544 t L \J i LLAtifeE, Phone # 5-'\)795--- 2 11`7 Owner's Address IV e- 1 050 E Z-tJp j A 1 City ' fl ! AAA. t S- tocef , State EL- Tenant/Lessee Name N /A- Zip I 3 Phone # ie.1 / fk Job Address (where the work is being done) / 1. (9 7 \ jn , City Miami Shores Villa _e County Miami -Dade Zip 3 .516e, Is Building Historically Designated YES NO Contractor's Company Name Sit2`l.N -lam 0 4Crtda'ii, INc Phone # (77Z) z l`�- ` ?3 Contractor's Address T -e2, City 2kLpt. State Zip Qualifier 1001 L1M Li Ca State Certificate or Registration No. - 0001 lo3 Certificate of Competency No. Architect/Engineer's Name (if applicable) � i�l L U ei ( AM DEL A Phone # (t ') +14 -46,q $ Value of Work For this Permit ft 15,0o0,00 Square Footage Of Work: kl Type of Work: ❑Addition Fir( Alteration ❑New El Repair/Replace ❑ Demolition Describe Work: Fgai 00T1. -US * * * * * ** ** * * * * * * * * ** ** ** * * Fees * ** * * * ** * * ** ** ** *** * * * * * * * * * ** Submittal Fee $ Permit Fee $ / ›°4---8 exo,, CCF $ 3-00 CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ DQ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AleF'IWAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: **** * *** * *** ***** * *** * * * * * **** * * * ** , ter* ** * * ** * ** * ** * *, ********************* * * ** * * * ** *** * ** * * * * * * ** * * * * * *** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: i - i ci�lans Examiner chc 05!13103 Engineer Zoning ,.t 14 2005 1:53PM HP LASERJET FAX Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. E3PO4 -1166 Permit Type (circle): Building rr Electrica ) /Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) )' M,J gl40e6.5, / L LAGIV Phase # 76/ 5- ZZ-07 Owner's Address par2c K p , City V #.. ,� State FL. Zip 313S TenantlL.essee Name t .1 Phone # 14 IA Job Address (where the work is being done) 11 '4W 5114 Avm. City Mani Shores Village Comity Miami -Dade Zip 3516/3 Is Building Historically Designated YES NO > Contractor's Company Name 5trbker LIa:1'I'1Cc j earl-rash yig )1 Ne" phone # 772 - 21q- , 389 Contractor's Address PO BOX Soo City t'Q!v'i (.,.it State Zip 34-6/61/ Qualifier 101 U ari) 0 • Sr jan Architect/Engineer's Name (if applicable) Sri L4t5 .1081.A Phone # ('-)S 444 - .46411 $ Value of Work For this Permit Square Footage Of Work: Type of Work: OAAliticst XAlteration ONew Describe Work: vro J el br OU-f-16+s ❑ Repair/Replace 0 Demolition * * * * * * *** * * ** * * * * * * * * * * * * *** Fees * * * * * * * * * *,r**** * * * ** * * * * ** * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) lkt 14 2005 1:53PM HP LASERJET FRX P.3 Bonding Company's Name (ifapplicable) iN A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a. permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." N/A Notice to Applicant :: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice; the inspection will not be approved and a reinspectionfee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of . 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this /'4 day of *a.J , 20 65 by Li)l / //4ji1 C Jery// who is personally known to me er.solivatas- predtteed as identification NOTARY PUBLIC: Sign: t it '�� %0 PrintAlf ikeE EYE /% //C0 My Commission Expires: (Certificate of Competency Holder) COMMISSION # D13170766 EXPIRES 12/21/2006 BONDED THRU I. 888- NOTARy1 RFP TATE:' c() State Certificate or Registration No. e 6- ®819 APPLICATION APPROVED BY: Chc 1014,t 3 Certificate of Competency No. Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2005 -362 Printed: 11 /2/2005 Electrical Permit Page 1 of 1 Applicant: CHARTER SCHOOL Owner: CHARTER SCHOOL JOB ADDRESS: 11301 N.W. 5 AVE Contractor STRYKER ELECTRICAL CONTRACTOR INC Contractor's Address: Local Phone: Parcel # PARC2004 -27 11213600000HLegal Description: Fees: Description Amount FEE2005 -14060 Building Fee $175.00 FEE2005 -14061 Credit Bond Fund ($175.00) FEE2005 -14062 CCF $3.00 Total Fees: $3.00 Total Fees: $3.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/18/2006 Construction Value: $5,000.00 Work: PROYECTOR OUTLETS NOV 0 2 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Permit Type: Imported Permit Inspection Type: Alarms Work Classification: Electric Phone Number Contractor: SECURITY MASTERS INC & 50 STATE SECURITY SERVICE, Parcel Number 112136000060. Lot: Phone: 305- 893 -7766 Building Department Comments Friday, January 27, 2006 Page 1 of 2 Passed Inspector Comments �1►�1 0 :!`ie-' eiP, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01130/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Permit Type: Imported Permit Inspection Type: Alarms Work Classification: Electric Phone Number Contractor: SECURITY MASTERS INC & 50 STATE SECURITY SERVICE, Parcel Number 112136000060 Lot: Phone: 305- 893 -7766 Building Department Comments Friday, January 27, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 2 of 2 Issue Date: 7/3/2006 Owner's Name: CHARTER SCHOOL Permit Type: Electrical - Commercial Work Classification: New Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/30/2006 Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33168- Contractor(s) ONLY ELECTRIC CO INC Phone 305 -785 -6059 Primary Contractor Yes Comments: ELECTRICAL HOOK UP FOR SIGN Additional Information Type of Work: SIGN Classification: Commercial Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Parcel #: Block: Section: Permit Status: APPROVED Permit Number: ELC -3 -06 -528 Phone: 112136000060 Lot: PB: Total Square Feet: 60 Total Valuation: $ 1,000.00 Required Inspections Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final Fees Due Amount Total: Building Department File Copy Applicanegnature Invoice Number Amt Due Amt Paid Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 13 0 City ""4.72,44 = i n 1. State Tenant/Lessee Name Electrical MAR 0 2 2006 Permit No. tlS_ Master Permit No. — 52..9 ALI 251% viis icy( 9r. Plumbing Mechanical Roofing Job Address (where the work is being done) /kW/ Zip niG,S- _)4.41.0-0-e Phone # ( ) 6, - via City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO p Contractor's Company Name Cw9' EALcrR,e, a /,)C, Contractor's Address 30 ,g AZ /0,2 tfv City ,,G09-sl,?>'4 rye, State . /.®/r, -i2) Qualifier 7?AV 4bbievel Zip ..33/4F Phone # (9 w) if 26 --5"./ 7 Zip 333. y State Certificate or Registration No. Certificate of Competency No. 9 ;4-067900 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit'/ Square Footage Of Work: Type of Work: DAddition ❑Alteration ]New ❑ Rejair, Describe Work: efts Ira) I c c (IN t Demolition Submittal Fee $ Notary $ Scanning $ ****************************Fees* Permit Fee $ f 42"4° d:PO Training/Education Fee $ Code Enforcement $ Radon $ Zoning Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1■HDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foregoing ins day of ,20 who is personally known to m As identi NOTARY PUBLIC: Sign: Print: My Co Owner or Agent t was acknowledged befo y this produced on and who did take an oath. Signature 0AV /K4 Contractor The foregoing instrument was acknowledged before me this te day of FE8WAKit , 2006 , by t9,4)-G, 4-D1 who is personally known to me or who has produced as identification and o did take an oath. NOTARY PUBLIC: * * ** ion Exp , s *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner APPLICATION APPROVED B chc 05/13/03 Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number:; INSP -i i X 45' Inspection Date: 10/25/2006 Inspector: Devaney, Michael c_L Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33168- Project: DOCTORS CHARTER SCHOOL Contractor: ONLY ELECTRIC CO INC Per OE052.%4 Numm r: `ELC: 3 -06 -528 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Phone: 305 - 785 -6059 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Tuesday, October 24, 2006 Page 1 of 2 Issue Date: 4/12/2006 Owner's Name: CHARTER SCHOOL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/02/2007 Permit Type: Sign Work Classification: New Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Contractor(s) MODERN DISPLAY; JDM Phone (305)947 -5876 Primary Contractor Yes Comments: ELECTRIC SIGN FOR CHARTER SCHOOL DOUBLE FACE SIGN FABRICATED AND INSTALLED PER PLANS SUBMITTED Additional Information Type of Sign: Detached Sign Electrical Sign: Yes Height: Width: Color: BLUE AND WHITE Elevation: 7 -0" Plans Submitted: Yes Additional Info: 72" x 120" DOUBLE FACE CABIN! Classification: Commercial In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Parcel #: Block: Section: Permit Status: APPROVED Permit Number: SGN -3 -06 -527 Phone: 112136000060 Lot: PB: Total Square Feet: 60 Total Valuation: $ 8,822.00 Required Inspections Final Fees Due Amount Total: Building Department File Copy Invoice Number Amt Due Amt Paid Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . BUILDING PERMIT APPLICATION FBC 2001 Miami Shores village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ($g —.6(/ Master Permit No. Permit Type (circ ei) Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Ti e. a der) Owner's Address / / SC) Ci State Tenant/Lessee Name Phone # (3O6) 41,6 - ry`h/a�, Zip "J 31(v`g � 1 P one # () Job Address (where the work is being done) //0/ 4,E4®006 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Xi Zip �3 /,r Contractor's Company Name /102c-/gA,9 >570:i.47 Phone # (3c67 9'/7 -TX Contractor's Address /$ 33 l A? e� /,�r� �/ �✓ j�. City Jawiyj/ film-me mod,/ State F449,6-)A Zip 33/42.2- Qualifier .x/+1/2 /L Wfr State Certificate or Registration No. Certificate of Competency No. .010,2 91,? Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2 f �C�� . O7 Square Footage Of Work: 60 Type of Work: IjAddition ['Alteration Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) * * * * ** * * * * * * ** * r4l5a4 g �� C CCF $ /CC. Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ,fi /, Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AlIIIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a'sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 4 day of Q '\/ , 20 by f ✓4 A C t 1 -N. who is personally known to me or who has produced 1. ' As identification and who did take an oath. NOT Sign: Print: My Co * ** * '11,o TWOS ilia ,g DD47 55 ��ion xpires. �, en. o • Tluu Aden , * * * * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contr The foregoing instrument was acknowledged before me this o2,2 ` ' 7Z &y of % RchehG2', 200 0, by ,„,P0¢0/7) s'? who is personally known to me or who has produced ide tificatio d o did take an oath. NOTARY PUBLI Sign Print: My Commissio *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05 /13/03 of • 'U, - T i OT 0 wa u Comminsion fires Jun 27, 20d8 :.ommraaron a r r 9:55 Bonded By National Notary Assn. * * ** * ** * ************ p**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 'er .0..12".:.7 • *\., • ;EY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 • Inspection Date: 08103/2006 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL AUG 0 8 RECD Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Block: Contractor: MODERN DISPLAY; JDM Permit Type: Sign Inspection Type: Foundation Work Classification: New Phone Number Parcel Number 112136000060 Lot: Phone: (305)947-5876 Building Buitding Department Comments Wednesday, August 2, 2006 Page 2 of 2 Passed d Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Wednesday, August 2, 2006 Page 2 of 2 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 :4N; 1,* NOV 02 CL Inspection Date: 11/01/2006 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Block: Contractor: MODERN DISPLAY; JDM Permit Type: Sign Inspection Type: Final Work Classification: New Phone Number Parcel Number 112136000060 Lot: Phone: (305)947-5876 Building Department Comments Tuesday, October 31, 2006 Page 2 of 2 0-61 Passed kill te. Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Tuesday, October 31, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/02/2006 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- AUG 0 2 RECD Project: DOCTORS CHARTER SCHOOL Block: Contractor: MODERN DISPLAY; JDM Permit Type: Sign Inspection Type: Foundation Work Classification: New Phone Number Parcel Number 112136000060 Lot: Phone: (305)947 -5876 Building Department Comments Hole not dug yet, workers just started digging 2'w x 6'd hole at time of inspection. 11:45am Inspector Comments Passed Failed ir Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 2, 2006 Page 1 of 2 01/12/2006 Q0 :08 3057515833 b � DOCTORSCHARTERCHOOL PAGE 01/01 72" X 120" DOUBLE FACE DOCTOR CHARTER SCHOOL OF MIAMI SHO S Miami Shores Viii: f o APPROVED BY ZONING DEPT hVSr () Cv.s,: 74X 4)(&c.,"21;17% • fieeroVeir/R (411,4 4Drii+.4is7"rt47/t4f 4,4 a 00 090frage/01-6 Ards 4VeNMot•fJ 46.4/86, • .• .. • • • 01 -12 -2006 12:22 MODERN DISPLAY 30594512 • • .. • • • . • 'O/ ••• • • . • ••r. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •••••• • • • •••• .. • egQ?StPegar Ib 1.47QCOM 60:9Z 500 -$2-40 PAGE1 72"X120"DO,: FACE C NET DOCTORS CHARTER SCHOOL OF MIAMI SHO r College Preparatory Middle /Senior High School 84" POLE WITH SKIRT ... • .. •• • • • •• • • • •• ••• • • • ••• • • • • .. • • • .. • ... . • .. • .. • • ••• • 6, on '-o" ' rT 1 i l/ Tr - - - I 2 y A. % F 4 •. N NJ h. L 3 y S // r / •I I 2 3 y S PDLE SADDAES ho" &7>p', Sign Cabinet: Double face Illuminated sign cabinet, 6' x 10', with .040 aluminum construction around 11/2" x 11" x 3/16" angle aluminum space frame. Faces with copy, sub surface sprayed and four (4) tracks for 6" changeable letter copy. Mounting: 8" Q sch. 40 steel pipe from top of sign cabinet thru saddles into Augered hole with #2500 concrete fill 4—%1sC$ #osa1 $Q,r f/ E»eiOs 84, sa' t/Sosy 5J2 Ri4y I Secxe >s koR 1411, IW114 0 _ TWA 4 £4,7om ,$o..W S oes of Poi Electrical Specs.: 10 - F72T12H0 /CW lamps & sockets 2 - Advance ballasts #ASB1240 -46 1 - Disconnect switch for servicing at each ballast All wiring to be contained in raceway or 1/2" conduit. 110 volt supply from panel box (20A cir. brk.) thru time clock to existing "J" box, circuit #23 Job Address: 11301 N.W. 5th. Avenue • •• •.• • • . . • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• . • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• ••• • • • ••• • • CA8J NET MANUFACTURER OF SECONDARY ELECTRICAL SOURCE: ov,440.45. CONFORMS TO UL 48 & UL 2161 UL LABEL APPLIED: (/) 20 AMP. CIRCUIT BREAKER # (023 ) BALLAST TYPE: ASS/44/41-4'6 NUMBER OF BALLAST (a) AMP LOAD EACH BALLAST: 3.9 TOTAL AMP LOAD: 7.7 NUMBER OF LAMPS: /0 BALLAST SECONDARY WIRE: 1,000 VOLT DISCONNECT: 20 AMP SWITCH (.2) * PRIMARY BY OTHERS (AS PER NEC 600 -21) 1/2" RACEWAY WITH # 12 WIRE (THHN,THWN) ALL BREAKERS AND TIMING DEVICES SHALL BE IDENTIFIED AT TIME OF INSTALLATION ALL ELECTRICAL WIRING AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE CHAPTER 3108. ARTICLE 600 AND ANY AND ALL ARTICLES OF THE CURRENT NATIONAL ELECTRIC CODE PRIMARY WIRING AS PER NEC 600 -21 GROUNDING BONDING OF SIGN AS PER NEC 250 SERVICE DISCONNECT AS PER NEC 600 -2 ALL SIGN COMPONENTS ARE U.L. LISTED & APPROVED •• ••• • • • • • •• • • * • • • • . • • • • • • • • .• ••• •• • • • •• . • ••• • • . • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• 0 • • ••• • ••• • • • • ••. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• 0 .• • • • 0 •• • • • v bo-o" 71-13" GRADE 1 v .L 6 -o1/ . . . . . . • . ..... • _t • • • ••• Mr, TH/is r &S •• •• • ••• • I • • • • • • • • • • • • • • .. . . . • • • ,.. .... • .. • # .26-ro awe/Lam awe/Lam Fizz. •• • • • • ••• • • .. ..... • • • • ••• • • • • ..... • ... • •• •• • • • •• •• •• • • • ••• • • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/19/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor CUSTOM GLASS CO Local Phone: 954/781 -6565 Building Permit Permit Number: BP2005 -677 UNIVERSITY 5 AVE Contractor's Address: 750 SW 14 AVE Parcel # PARC2004 -27 11213600000ti@ gal Description: Page 1 of 1 Fees: Description Amount FEE2005 -6360 Building Fee $4,630.00 FEE2005 -6361 CCF $63.60 FEE2005 -6363 Credit Bond Fund ($4,693.60) Total Fees: $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/2/2005 Construction Value$106,000.00 Work: INSTALLATION ALUMINUM WINDOWS FOR CHARTER SCHOOL (BP2004 -1066) Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3&5Y745.-Z204_Fax 305)756.8972 BUILDING I 1', , PERMIT APPLICATION FBC 2001 Permit Type (circle): Permit No. 1P &S (073 aster Permit No. B? - OAP Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1\-/11 L.1M t re. \ i l lAS �.+ Phone # Owner's Address 1 Xf) NF 22"44,,,e, City M +tMci j0re5 State Zip 33138 Tenant/Lessee Name Phone # Job Address ( w h e r e the w o r k is being done) 11301 ow 5 ' Ave, ' City Miami Shores Village County Miami -Dade Zip 331(z Is Building Historically Designated YES NO Contractor's Company Name CUgNoM C�1,i ss Co Contractor's Address —Pi") ") kA.) 14 Ave, City Pe)r-Vdno Beach State Fl.,. Qualifier i)ic.W R. ter i 2b Phone # q5L, 7$1- (05(05 zip 33O(o9 State Certificate or Registration No. 1 (p -Z'i 4% 7S 9 Certificate of Competency No. 0000 \ (43 Architec ngineer's Name (if applicable) fjC011161 CYN rte.; r5 Phone # '547 7Z"Nto2L1 $ Value of Work For this Permit lap Square Footage Of Work: 23 1CD Type of Work: ❑Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: inst611A\-iOn bt A1uN1vyv),A Windows , ** *, ** ***** * * ** *** ** * ** * ** **Fees* ** ** ** * * * ****** ** Submittal Fee $ Permit Fee $ CCF CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ Zoning Structural Plan Review. $ (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) L) I A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i) a Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated v• ue exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law b ochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of. om ncement must be .: at the job site for the first inspection which occurs seven (7) days after the building permit is issu ' "d. 1 ' he absence of Y,; po ed notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent Con tor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of j 20 O y Vbe__re k_ e P� who is personally known to me or who has produced who is perso y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. L Print: Print: L My Commission Expires: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 OFFICIAL NOTARY SEAL COMMISSION NUMBED oe DD050228 Rt* idIMMAIWISSION EXPIRES AUG. 15,2005 * * * * ** ,;_ ._. ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 04/27/2008 Applicant 11301 NW 5 Avenue Miami Shores Village, FL 33138- 112136000060 Block: Lot MIAMI SHORES DR. CHARTER Owner Information Address Phone can MIAMI SHORES DR. CHARTER SCHOOL 11301 NW 5 Avenue MIAMI SHORES FL 33138 -0000 Contractor(s) VISTAR MAINTENANCE CORP Phone Cell Phone Valuation: Total Sq Feet $ 3,000.00 0 Type of Work: ELECTRICAL Additional Info: LANDSCAPE LIGHTENING Classification: Commercial Fees Due Amount Total: Total Amt Paid Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 Available Inspections : Inspection Type: Alteration Relocation Meter Box Underground Rough Final Fire Alarm Service Change W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated October 31, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Wednesday, October 31, 2007 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/02/2007 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: VISTAR MAINTENANCE CORP Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 112136000060 Lot: Building Department Comments INSTALL NEW LANDSCAPE LIGHTING eJ{ AO Passed Inspector Comments FINAL O.K 11/1/07 MD / �A ze%'/ Failed' Corrections Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, November 2, 2007 Page 1 of 2 Inspection Date: 11/01/2007 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: VISTAR MAINTENANCE CORP Permit Type: Electrical - Commercial Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 112136000060 Lot: Building Department Comments INSTALL NEW LANDSCAPE LIGHTING / / Passed Inspector Comments scheduled by MLD j/ ,Q //- fr,./ 'r l%/ , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, October 31, 2007 Page 2 of 2 Gxm.Ituak Miami Shores Village Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED d. PERMIT APPLICATION OCT 2 9: ?007 FBC 2004��. 9 Permit No. ! LC ' l `° 7-6t Master Permit No. Permit Type: Electrical Owner's Name (Fee Simple Titleholder) V‘Q� Noe% v 11'0 ,e Phone # 305.1q5. a 41' Owner's Address k 005 N. • a p, v.e V City C'1.thnnt ilore's State 1- Zip 33 `3g2 Tenant/Lessee NarnerVOC -Q(S � rke, 04 Phone # V •1 54. a3 E-MAIL: ` Job Address (where the work is being done) 1 lot N. W . 54h Ave City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip 331 co48 Is Building Historically Designated YES NO Contractor's Company Name \‘S f f' `a•I (11 '3 Qr)C-Q Phone # 5" 531-. 001 0 Contractor's Address a30 5-i-h S-1- ce_e.sr- City 'VkkOni% 1JC.QC,) State � Zip 5139 Qualifier Name 3O.ct, Ft, r\l Q n k- Phone # State Certificate or x,egistrAonNo.ECISc�4 Certificate of Competency No. E -MAIL: \Prfl t a IS tin e.nonce. Cam Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ rr. ?0.0.3A- Type of Work: ❑Addition ❑Alteration Describe Work: INS \.\ N QW Square / Linear Footage Of Work: New 471 Repair /Replace ❑ Demolition Q r a s c a c ) - e _ \ \ • ***************************************Fees****** � /12 xxxxxxxoYxxxoYxxxa4xxxx *x�Yxx i Submittal Fee $ Permit Fee $ i CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City —1 State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip - State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all taws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this /114 day of V' , 20 0/ , by TM. s11114 who is42usguallyto me or who has produced As identification and who did take , . >; : th. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contra4tor The foregoing in trument was acknowledged before me this � l day of , 20 d 7 by li C.IC &PM" who is personally known to me or who has produced ✓ as identification and who did take an oath. .STATE OF FLORIDA Cue to Cou Nt,;- NOT Sign: Print: ig" .,• • 40 3 u f ig Cu., Lic. My Commission Expires: aY ********xxxeYxaYuxxxxdexxx* *** exxx &x ****xa**** ************************ aYxxxxxx **** APPLICATION APPROVED BY: (Revised 02/08/06) e:5)-eT Plans Examiner Engineer Zoning Inspection Date: 01/1312006 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL Project: <NONE> Block: Contractor: ADVANCED FIRE AND SECURITY, INC. Permit Type: Imported Permit Inspection Type: Fire Alarm Work Classification: Electric Phone Number Parcel Number 1121360000060 Lot: Phone: 954/772 -1700 Building Department Comments HOLD UNTIL METRO DADE FIRE DEPARTMENT HAS ITS INSPECTION Passed Inspector Co , .. / %// %ter 1Z- 41 nts ---- '",/e-'ef:5 1- /' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 12, 2006 Page 1 of 2 Miami Shores Village Building D ep artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electric Permit No. 6 —L } Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 7( t- / Phone # ---� -. Owner's Address / ` 6 i AAA/ AAA/ City /44 l 1 rrf_ h -( State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) r; \- t-4 S City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip Contractor's Company Name �� / ",�'f/� 772. / 7 v 0 /®�._ -, Contractor's Address Z-7 City State Qualifier 7c . /2_6 J C__ State Certificate or Registration No. Zip 7 JQ 06107--6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace Describe Work: �L-. L Q I 0--.e 0.44-e r d- ( S ic.` -ks‘ y� lily 441c-LJ 2■ skYa 02■3 -$ 2` C0v2 Cic Ec rl a i Sivulat S r Vc.c l 'tsr.- low ram ❑ Demolition £ !42-L, Ski t z-(S 4L (z.( 1 Submittal Fee $ Notary $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ * * * * * ** * * * * * * ** Fees * * ** * ** * * ** ** * * * ** * * * * * * * * **** Permit Fee $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) CCF $ CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day o 20 isr, by (..,,,,,z-... p ,p°.L. who is personally known to me or who has produced own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY Sign: S Print: P My Commission Expires: !+e,� 1 BELINDA HALSAVER r. r b1r - State of Florida '4 .�.,R ,2008 f'� Ccn;. “ ian C DD 088272 too ®W4» `; ?de0ohal Notary Assn. o xpires: **************************************************** x****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 g _' p•'G, Plans Examiner Engineer Zoning Miami Shores Village ns �r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) OOO50 Pi Owner's Address City Tenant/Lessee Name State Permit No. e I ®D - O n Master Permit No.E, 1 ' Plumbing Mechanical Roofing V i` e Phone # (305)744-2204- Zip _,551,36 Phone # Job Address (where the work is being done) City Miami Shores Villa e County Miami- ade Zip Is Building Historically Designated YES NO 1 I @5 , 17- t sg Contractor's Company Name !70C/ ilf,76,/t /e#/4'J Phone # 97V'-Y7®i Contractor's Address .jam N71- City State_ Zip )7t2 3 Qualifier /J ®ti /0974/ 4-/' 44/% t State Certificate or Registration No. e rar 3e6 Certificate of Competency No. 2 :G Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition ['Alteration Describe Work: Voice r /I' .' 171125 (i' 1) Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * *** *** * * * * * * * * * * ** * * * ** ** Fees * **** * * * * * * ** * * * * * * * * * * * * * ** ** Submittal Fee $ Permit Fee $ 49',R.;----- 49',R.;----- l) CCF $ 1 ', UCO /CC Notary $ --- Training/Education Fee $ 3 • (DC) Technology Fee $ 15-30 Scanning $ 3• DO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ r'4 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Pfr day of , 20 _, by , day of s" %116. , 20 cAr by .c'9 g'-k, A 2-74s who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. FL Pg. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Print as identification and who did take an oath. My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: the 05/13/03 MY COMMISSION #DD192552 EXPIRES: MAR 11, 2007 Bonded through Advantage Notary * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r..s - € e Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (Pelf APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C .(WltID) DISPOSAL SERVICE TEIRORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER MANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES. SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP . FIRE SPRINKLER SYSTEMS URINAL _ MOTORS OVER 25-100 HP.. COOLING TOWERS CLOSET MOTORS OVER 100 HP VIOLATION _WATER INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE • SIGN TUBES SEWER CONNECTIONS .SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING 32.50 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 01 \2 $ D5 Type Insp'n Flultkk T Permit No. EL z.bo - VS Name __Itr=nntr,161,11:re_ Address CO Company C ylA1N1 MA5 Atilt Phone # 305 1 159- 8 415 Inspection Date Ogg 1 (05 1;1/ Appro'e Correction Re- Insp'n Fee ❑ 770/-//3. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/27 /2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor CERTIFIED COMMUNICATIONS INC. Local Phone: Electrical Permit Permit Number: EL2005 -205 UNIVERSITY 5 AVE Contractor's Address: Parcel # PARC2004 -27 112136000006.@gal Description: Page 1 of 1 Fees: FEE2005 -8783 FEE2005 -8784 FEE2005 -8785 FEE2005 -8786 FEE2005 -8787 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $609.00 $10.80 $3.60 $15.30 $3.00 $641.70 Total Fees: $641.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/20/2005 Construction Value: $17,400.00 Work: VOICE / DATA Signed: (INSPECTOR) JUN 27 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/24/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Electrical Permit Permit Number: EL2005 -207 UNIVERSITY 5 AVE Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 112136000006,thgal Description: Page 1 of 1 Fees: FEE2005 -8721 FEE2005 -8722 FEE2005 -8723 Description Building Fee CCF Credit Bond Fund Total Fees: Amount $100.00 $0.60 ($100.00) $0.60 Total Fees: $0.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/21/2005 Construction Value: $100.00 Work: TEMP 30 DAY FOR TEST I Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) '7 5- ".1: 156.8972 �i _, .y c t..- BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Mille �U� 1�� Phone # Permit No. /'>404.1— aster Permit No. Plumbing Mechanical Roofing Owner's Address t 5f ,.r e . City, `` \C �(Y1i gS xeS State l Zip 3-31 Phone # Tenant/Lessee Name Job Address (where the work is being done) City Miami. Shores Village Is Building Historically Designated YES Ilb' k) U.) n- (-five, County Miami -Dade NO Zip 1J� Contractor's Company Name()lS ° ex-A-O tae c4 (l C,, Phone # q5 ` � `'C"- 541„ Contractor's Address 1 � \k) & L " � .. State Zip to'� Qualifier State Certificate or Registration No. Certificate of Competency No. e_ A00 (CO 15O Architect/Engineer's Name (if applicable) Phone $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: ['Alteration ['New Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ** * * * * * ** ***************Fees******************** ******* Submittal Fee $ Permit Fee $ ,/,'" 0 I CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) L ab \ L \ \-< Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT " Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent s+ The foregoing instrument was acknowledged before me this The forgoing instrument was acknowledged before Xne this day of , 20 _, by , day of J Ulm , 20i)5, by ecbth , (2,Q Contractor who is personally known to me or who has produced who is personally known to me or who hay produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Sign: 1.. ■ Print: Print: 4 ` ue'',, .. 7 My Commission Expires: My Commission Expires: 0., ;.. =re= Expires: Aug 13, 2007 o;,�... •o , Bonded Thru ************************************************************* * * *** * * * * ** ** * * ** * * * * * *k*°r�** * *Aomgetw4iAgee4 e. Pc- ******************** ************************************************************************************ ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 ar• BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795-2204 • FAX (305) 755-8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be executed by Owner and/or Tenant, Budding & Electrical Contractor) 1 NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary - electrical approval by the Miami Shores Village, Building dt Zoning Department given in connection with the building being constructed under. Building Permit No. Electrical Permit No. at address: I f N Pt '4t for owners: \i ® es is being given only for construction purposes or for testing the following installations being made in said structure: Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary - electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. , being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections. Sworn anci subscribed before me this day of Notary Public, State of Florida at Large My Commission Expires: Page I of 2 SIGNATURE OF OWNER SIGNATURE OF NOTARY PUBLIC 30 DAY TEMPORARY- ELECTRIC SERVICE (continue) + , being first duly sworn, depose and say that I am the Electrical Contractor for the above described property and that the electrical installations as now existing will not create a safety hazard if temporary - service is connected., Sworn and subscribed before me this 2\ Sit- day of �0 Notary Pu lic, Sta of Florida at Large My commission expires: SIG X TURF OF ELECTRICAL CONTRACTOR FNOT Y PUB l.4C ary Jo ' uey ?� • • -p l. Commission # ►�� � 41179 *„ Expires: Aug 13, 2007 e�`< Bonded Theo 'F °''' U► Co., km °i�i u Atlantic , being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this day of Notary Public, State of Florida at Large My Commission Expires: •ti SIGNATURE OF ELECTRICAL Thi SPECTOR Data Page 2 of 2 SIGNATURE OF BUILDING CONTRACTOR SIGNATURE OF NOTARY PUBLIC Release to FLORIDA POWER & LIGHT CO. by: (namne) Date: To: (name) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 9/7/2006 Expires: 03/27/2007 Owner's Name: CHARTER SCHOOL Permit Type: Driveways /Sidewalks /Slabs Work Classification: New Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Contractor(s) Phone ARTISTIC CONCRETE USA INC 305- 888 -4565 Primary Contractor Yes Additional Information Type of Work: Bond Retum : Additional Info: Classification: Commercial In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Parcel #: Block: Section: Permit Status: APPROVED Permit Number: DS -9-06 -2282 Phone: 112136000060 Lot: PB: Total Square Feet: 3326 Total Valuation: $ 16,500.00 Required Inspections Foundation Sidewalk Landscaping Final Foundation Fees Due Amount Total: Building Department File Copy Applicant Signature Invoice Number Amt Due Amt Paid Total: SEF'07oNTD NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/13/2006 Inspector: Grande, Claudio OEL Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Contractor: ARTISTIC CONCRETE USA INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Phone: 305 - 888 -4565 Building Department Comments SCHOOL; talk to Mr. Arty Richard, he is the school principal. He has the permit card. Phone #:305.823.93'16 e97i, i Passed k (b "/ Inspector Comments • _ ^. V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, December 12, 2006 Page 2 of 2 Inspection Date: 09/28/2006 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Contractor: ARTISTIC CONCRETE USA INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Phone: 305 - 888 -4565 Building Department Comments Thursday, September 28, 2006 Page 1 of 2 g Passed 44'/ Inspector Comments t/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, September 28, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/27/2006 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Contractor: ARTISTIC CONCRETE USA INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Phone: 305 - 888 -4565 Building Department Comments Approved plans are not on the job for inspection. Job not ready for inspection. Recall inspection when approved plans are on the job. 9/27/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, September 27, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 795.2204 Fax: (305) 756.8972 SEh 0 6 200 Permit No. b 22 TION Master Permit No. B Y:.. BUILDING PERMIT APPLICAT 2004 Permit Type (circle)' 0161cco , Electrical Plumbing Mechanical Rooting Owner's Name (Fee Simple Titleholder) D5 C or t } ne # Owner's Address 1\ 1 N 5 A City Tenant/Lessee Name State Zip Phone # Job Address (where the work is being done) 11501 5 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name /\ $T f COKICeCTe (hone # :3335 . 4S Contractor's Addressle City Map y State �'t Zip fl . Qualifier Name S2O TRfN-I Phone # alr State Certificate or Registration No. Certificate of Competency No. ArchitectfEngineer's Name (if applicable) Phone # 2)135 ° S23 - '"'31 (P inear.Footage Of Work: r 5 Demolition Value of Work For this Permit $ 1(, 500 Type of Work: ['Addition []Alteration Describe Work: 1 00 a:r J *, *,* * * * * * ****** * * ** * * ** ** Submittal Fee $ Permit Fee $ ** Notary $ Training/Education Fee Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --3 CCF $ CO /CC Technology Fee $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mzist promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) DCS of Miami Shores phone # 305- 754 -2381 Owner's Address 11301 NW 5th Avenue City Miami Shores State Fl Zip 33148 Tenant/Lessee Name Phone* Job Address (where the work is being done)11301 NW 5th Avenue City Miami Shores Village County Miami -Dade zip 33148 Is Building Historically Designated YES NO x Contractor's Company Name Artistic Concrete USA phone # 305- 888 -4565 Contractor's Address 10099 NW 89th Avenue Unit 8 City Medley Qualifier Ruben Beltran State Fl zip 33178 Architect /.Engineer's Name inapplicable) Robayna and Associates , Inc phone* 305- 823 -9316 $ Value of Work For this Permit $16, 500 Square Footage Of Work:3 , 326 SF Type of Work: ['Addition ['Alteration ]New ❑ Repair/Replace 0 Demolition Describe Work: Court yard Submittal Fee $ Permit Fee $ CCF $ Notary. $ Tr=aining/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name Of applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. . "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITS[ YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 1 Owner or Agent The foregoing instrument was ackno1edged before me this day of , 20 t / , by who is personally known to me or who has produced NOT,;'aP)J .M d did NOTARY P � . Damans Commissi Sign: Print My Commission ;'/ es: Contractor The foregoing instrument was acknowl day of SPA , 20 fa by fore me this . who is personally known to me or who has produced i ommi) # DD44S' ►i My Con>raission E ires: ***********•***************************************************************** * * * * ** * * * * * * * * * * * ** ** * ** * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 10/14/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ge.y0:CIT 2 3 2005 - Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. 050G z2V_ who t.. Master Permit No. Electrical Plumbing Owner's Name (Fee Simple Titleholder) 1 V,1 PM 1 Sii/Daies V Q 1° one Owner's Address CityM 11W 1 Ciice,L% State Zip Tenant/Lessee Name e C4 4y9 �7 S b L Phone # o1 s-f-lr.).fleh Job Address (where the work is being done) (13®i N W 5 Pc\re City Miami Shores Vill. e County Miami -Dade 3 3 (% I FOLIO / PARCEL # Is Building Historically Designated YES NO�� Contractor's Company Name td/6 B QA C 4 L 2 C. _ Phone # Contractor's Address Mechanical Roofing # 3OC 7qr 2,701 305 7LZ321 City Qualifier Name State Certificate or Registration No. State Zip Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: 1 N 5 `j' A Certificate of Competency No. Phone # ❑Alteration /24 Square / Linear Footage Of Work: ❑New 12 fN ❑ Repair/Replace ❑ Demolition 'V .� * * * * ******,x** ** **** * * *** ** **** *********** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ , Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 1 `�%� Signature Owner or Agent Contractor The forego' t _ instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: * * * * * * * * * * * ** * * * * * * * ** My Commission Expires: ******************************************************* * * * ** * * * * * * * * * * * * * * * * *,* * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 t,a0425 Permit No. (05 t o c master Permit -No: j3poq— /oc,& Permit Type (circle): Building Electrical ` lumbin Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1/l - fir 3Y' )C . Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) //,..3f71 A//) City Miami Shores Village Is Building Historically Designated YES NO X County Miami -Dade Zip ., /(®i Contractor's Company Name Contractor's Address *456 b.), City ni) ( 2/290 Qualifier (2a /40 /2792a, t ,# State is _di I //1'' Vie. 951/-7509-F Zip 3,36/0 5 State Certificate or Registration No. 4'ei e06--7 /3% Certificate of Competency No. 1" _ 117 Architect/Engineer's Name (if applicable) c9#0,1/4/40. cial a L Phone # Raiie4e 2.0 69, coo - $ Value of Work For this Permit Type of Work: DAddition Describe Work: ❑Alteration Vew Square Footage Of Work: ❑ Repair/Replace ❑ Demolition vgibeedD * * * *: * * * ** * * * * * * * * * * * * * * * * * *F * * * ** * * * * * * * * * * * * * * * * * * ** * * ** Submittal Fee $ Permit Fee $10 q T ' �— CCF $ i '(/ Notary $ e/ Scanning $ Training/Education Fee $ Radon $ Zoning Bond $ Technology Fee $ 4074.4,/ CO /CC Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) % � �d /24/ J' (tnee Bonding Company's Address City 1(c/ Au, 00/ �0- S e r Zip cD o / /.S Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do commenced prior to the issuance of construction in this jurisdiction. I unde WELLS, POOLS, FURNACES, BOIL the work and installations as indicated. ,- ,-• 1 III 1 • 11 I certify that no work or installation has et the standards of all laws regulating LL WORK, PLUMBING, SIGNS, OWNER'S ANt'IDAVIT: I certify applicable laws regulating construction "WARNING TO OWNER: YOUR PAYING TWICE FOR IMPRO CONSULT WITH YOUR LE COMMENCEMENT." MECinc. mora engineering contractors, inc. 9680 W. Sample Rd., Suite 301 Coral Springs, Fl 33065 CGC 040142 • BC 87 -977 FLORIDA CERTIFIED DBE/MBE ROHAN GARDNER PROJECT MANAGER PHONE: (954) 752 -8065 FAX: (954) 345 -9268 CELL (954) 658 -4251 Notice to Applicant: As a condition to promise in good faith that a copy oft e no ice o co m ' -m -n e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the assence of such posted notice, the inspection will not be approved and a reinspection fee will be charged ill be done in compliance with all ENT MAY RESULT IN YOUR TO OBTAIN FINANCING, ING YOUR NOTICE OF °eeding $2500, the applicant must Signature Owner or Agent The foregoing instrument was acknowledged before me this day of- , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 /'A '7 Signature ,'g o u tractor The foregoing instrument was acknowledged before me this day of /s4-,49" /20os, by who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: ally 10-, ********************** * * ** * ** * * * * * * * * ** * ** * * * * ** * ** *, ter*********************** ** * * * * ** ** * * * * **** * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** APPLICATION APPROVED BY: Mc 05/13/03 * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - e flans Examiner Engineer Zoning Afro Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 5/4/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Plumbing Permit Permit Number: PL2005 -109 UNIVERSITY 5 AVE Page 1 of 1 Contractor MORA ENGINEERING CONTRACTORS, INC.Contractor's Address: 9660 W. SAMPLE ROAD Local Phone: 954/752 -8065 Parcel # PARC2004 -27 1121360000001bgaI Description: Fees: Description Amount FEE2005 -5445 Building Fee $4,860.00 FEE2005 -5447 CCF $3.00 FEE2005 -5448 Credit Bond Fund ($4,860.00) FEE2005 -5450 Credit Bond Fund ($3.00) Total Fees: $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value$698,000.00 Work: INSTALATION OF SITE UTILITY AND NEW PAVEMENT SYSTEM - MASTER BP2004 -1066 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 175 442 MIAMI SHORES VILLAGE ww BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date ], Type Insp'n F► no I PI 51 Permit No. P1 o$ L oc Name Gfder Address I NW S • Company Phone # Inspection Date 7 I2 Approved Correction Re- Insp'n Fee 1 Shores Village 50 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 4/11/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. riumaing rermit Permit Number: PL2005 -109 UNIVERSITY 5 AVE Page 1 of 1 Contractor MORA ENGINEERING CONTRACTORS, INC.Contractor's Address: 9660 W. SAMPLE ROAD Local Phone: 954/752 -8065 Parcel # PARC2004 -27 1121360000081bgal Description: Fees: FEE2005 -4596 FEE2005 -4609 FEE2005 -4725 FEE2005 -4734 Description Building Fee Credit Bond Fund CCF Credit Bond Fund Total Fees: Amount $20,940.00 ($20, 940.00) $12.60 ($12.60) $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value$698,000.00 Work: INSTALATION OF SITE UTILITY AND NEW PAVEMENT SYSTEM - MASTER BP2004 -1066 Signed: (INSPECTOR) /&03. c'o etattlei ? 1 tie )<O.03 Tie) 840 C In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibillty for all work C red4re0 done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 5/4/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Plumbing Permit Permit Number: PL2005 -109 UNIVERSITY 5 AVE Page 1 of 1 Contractor MORA ENGINEERING CONTRACTORS, INC.Contractor's Address: 9660 W. SAMPLE ROAD Local Phone: 954/752 -8065 Parcel # PARC2004 -27 112136000006ingal Description: Fees: Description Amount FEE2005 -5445 Building Fee $4,860.00 FEE2005 -5447 CCF $3.00 FEE2005 -5448 Credit Bond Fund ($4,860.00) FEE2005 -5450 Credit Bond Fund ($3.00) Total Fees: $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value$698,000.00 Work: INSTALATION OF SITE UTILITY AND NEW PAVEMENT SYSTEM - MASTER BP2004 -1066 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/11/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor Plumbing Permit Permit Number: PL2005 -109 Page 1 of 1 UNIVERSITY 5 AVE MORA ENGINEERING CONTRACTORS, INC.Contractor's Address: 9660 W. SAMPLE ROAD Local Phone: 954/752 -8065 Parcel # PARC2004 -27 112136000006.@gal Description: Fees: FEE2005 -4596 FEE2005 -4609 FEE2005 -4725 FEE2005 -4734 Description Building Fee Credit Bond Fund CCF Credit Bond Fund Total Fees: Amount $20,940.00 ($20,940.00) $12.60 ($12.60) $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value$698,000.00 Work: INSTALATION OF SITE UTILITY AND NEW PAVEMENT SYSTEM - MASTER BP2004 -1066 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/11/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor Plumbing Permit Permit Number: PL2005 -109 Page 1 of 1 UNIVERSITY 5 AVE MORA ENGINEERING CONTRACTORS, INC.Contractor's Address: 9660 W. SAMPLE ROAD Local Phone: 954/752 -8065 Parcel # PARC2004 -27 11213600000albgaI Description: Fees: FEE2005 -4596 FEE2005 -4609 FEE2005 -4725 FEE2005 -4734 Description Building Fee Credit Bond Fund CCF Credit Bond Fund Total Fees: Amount $20,940.00 ($20,940.00) $12.60 ($12.60) $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value$698,000.00 Work: INSTALATION OF SITE UTILITY AND NEW PAVEMENT SYSTEM - MASTER BP2004 -1066 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: -•g FAPr,12. 2005; 4,44PN Board of County Commissioners, 8roward County Fl ritiit BROWARO COUNTY OCCUPATIONAL UCtwNSETAX FORAWRIOD OCTOBER. 1, 2004TFIRU SEPTEMBER 30, 2015 FORM NO 4O1-VMAAC23 -08i R ❑ RENEWAL ❑NEW o TRANSFER SEC t€ ' 132 DATE BUSINESS OPENED C6 f 23! CC1 STATE OR COUNTY CER.T /REG .f — i S` . ' 17+ Business Londion Address: ti �y SAMPLE !?•660SAMPLE •4D 01 CORAL SPP.11163 33565 F" itifi z`g SS i"65 ^M i� •` rF 6'f. ¢v x L ,E9'54)752-8065: THIS LICENSE MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC VIEW AT THE LOCATION ADDRESS ABOVE. 13 SROWAR.D COUNTY REVENUE.COLLECTOR 115 S. Atidrawa Avenue, Governmental Center Annex FORT LAUDERDALE, 1=L 33301 www.xsrowerd.org /revenue 00ona o c3o �.100r,O135 0C0a00001,"t''2L0501119 1001 4 • • TR FR 189-5759 Board Of County Ci nimiasioners, Brawatxi County Florida RROWARD CX*INTY OCCUPATIONAL LICENSE TAX FOR PERIOD OCTOBER 1 2004THRU SEPTEMBER 30, 2005 TAX RACK TAX PENALTY T.C. FEG TRANSFER 13c.118 TOTAL. r- RC:RA EQ,t'`I E'ER,aN6 cge CARLO . Ntina tA165 W S ?KOi E RD CORM., SP14IN1`Si FL ARD L No.6308 P. 2/2 PENALTIES IF PAID OCT • lq% NOV. • 15% * DEC. - 20% ' After DEC. 31 , 25% • Run T+tli Collodion Fee of up to $25.00 Based on ,Cost of License if Pats *On or After November 3g, 2004 ACCOUNT NUMBER ¢ = - — P, ra 0 :'! - . •.emu. s, .. _, r'a a•r= STE 301 33065 TYPE OF LICENSE TAX PAID .COUNTt'.Li3N R o/LWM S `NO /CO:N''T'e, C TO . 55 UR.ITS • 2004 - 2005 PAYMENT RECEIVED ASVAL IDATE`DABQVE *SEE INSTRUCTIONS ON BACK OF LAST COOPY J. Fotim NO. 401- 280/AC 2:+ -061 D RENEWAL al TRANSFER SEC # } . ` 89 ❑ .NEW DATE BUSINESS OPENED * r ° 51. 1 STATt OR COUNTY CER'IR.EG, Pr, r{ _y a C: 1•4f: Swine-se Location Address: 9'66* t3 SAMPLE RP 30i SPRI�Wr 330 -D rto an. S P t TI-II$ LICENSE MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC' VIEW AT TIjE LOCATION ADDRESS ABOVE. B I.3),iiLL SAC/{ TAB PENALTY T.C. FEE TRANSFER TOTAL 135.80 PENALTIES IF PAID OCT. -10% NOV -'1$% DEC. -20% I ' Ater DEC, 31 - 25% Plus Tax Callectiun Feo of up to $25,00 • Based an Cost of License if paid On or After November 20, 2004 ACCQUNi' NUMSi R 189 iy i 4 , -"` n. r �: °meR.A FAISINEERTES -a t- X ?C RLOS.MORA 9660-W SAMPLE FL S T E 201 C tR>rL SPIN FL .33065 'TYEE OF LICENSE 'TAX PAID COUNTrNb NF-F t<,,!i $ NGQ_�C�+.0 T 50 U ,�� 2004 - 2005 PAYMENT RECEIVE=D AS VAUDATED ABOVE F • L 0 Ft : p. A BROWARD COUNTY REVENUE COLLECTOR . 115 S. Andrews Avenue, taovernmei fal Center AnneX FORT LAUDERDALE, FL 33301 . www.broward.org/revenue ai h .e, a...n r P. K }a tr n • - .v. •a City of Coral Spxings, Occupational License Division 9530 West Sample Road Coral Springs, FL 33065 -3800 Phone (954)344- 5958/(954)344 -5963 *SEE INSTRUCT!. NSTRUCT1oNS ON SAok OF LAST COPY OCCUPATIONAL LICENSE License For end Location 2005 herabY L sensed to Lnsaga xn Business br Oecupettun ox MORA ENGINEERING CONTR. INC. 9660 W SAMPT,Z RD 301 CORAL SPRINGS ''L 33065 Other information Payment Date : 8/10/04 Amount Pail. 2 120.00 License # 2 05 -46701 Expires can 9/30/05 APr.12. 2005 4:42PA No.6306 P. 2/2 STATE OF FLORID-N. DEPARTMENT OF tu-SINESS AND PROFESSIONAL RktrdLATION CONSTRUCTION /NDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTE MONROE STREET TALLAHASSEE FL 32399-0783 MORA, CARLOS VINICIO MORA ENGINEERING CONTRACTORS INC 9660 WEST SAMPLE ROAD STE 301 CORAL SPRINGS FL 33065 FIECPVED JUL 06 2,064 MEC., Men STATE OF FLORIDA /5C97 11,4 9 6 P 7 DEIi4R, TM2ITE Olfl.:131741*Ealim litOFEh150-41,4E110LATIOR4t .7.4.1..1. : 'IA i,-v .•,,,c• .. Ihti,4i3ik.i: .., ..4,..• :.- .. ..„40.. — pACTOR CFO° 57 24 CER'rIFI 4101RA: AE X :r2fek I • .vgP e, - IS CERTIFIED nnetev iiio provisions of 01.485 1111.• Explation data. AUG 31, 2,00 " Mpt0p30184,., • 'STATE . OF:.;FLoRpA : , PARTMENT irorAustw—so 4,-FRoFtogtoDigui-A-kounztrlor s • C6IISTRPCTI,ON ,trismitz • L'ItiENS eow sal#4.3 04 ii§igi3A-40**:;".• F "F`• rkeltd; • " 4, - • • LICENSE NER . • DATE Taiii726644.00,724:3115 A:-11:1g7 IE-4_,ZIgk.7247241,* • .tr:, • e' ;-• oT • . JQTRAC•TO ./ 441? = trn:derj the pEovons oarA Expiration date: AUG 31, 2006- , • tr.„44 • i••• r .4 „ '"•, DETACH HERE :?1 N.Qta. ,ENQIA,TEERING[PONTAA:CTORS:INGt47Z4=L7,41, 9600 WE ST SAMPLE 'ROAD 'SUITE ni,„6,47.-6-...„•' CORAL SPRINGS FL 3 3 0 65 57,73 ASV' , •-•••-te • .*T1,■•if 14/4,:47 47..• WS. 7:,1"-p4 •,aW• 7re'j• • s. .4, ••• - .• .• • $.„ e.e . • - t '" ; • .e-,1* it • • ACOf?D CERTIFICATE OF LIABILITY INSURANCE 01 /01 /20o TYPE OF INSURANCE PRODUCER FAX C239)275-8837 Valenti Trobec & Woody, Inc. ZO Center Point Drive, Suite 215 .rt Myers, FL 33916 (239)275 -8226 • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE.CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. INSURERS AFFORDING COVERAGE NAIC# INsuRED Mora Engineering Contractors, Inc. 9660 W. Sample Road, Suite 301 Coral Springs, FL 33065 INSURER A: National Fire GENERAL L!ABIUTY INSURER B: Continental Casualty 01807 INSURER C: Transportation Insurance Co EACH OCCURRENCE INSURER D: Valley Forge X INSURER E: DAMAGE TO RENTED PRFMISFS nrnxPnre) COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER'T'IFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L NSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE fIATF IMM/fD/YYI POLICY EXPIRATION DATF (M MDD/YY1 LIMITS A GENERAL L!ABIUTY 107 715 62 84 • 01/01/2005 • 01/01/2006 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PRFMISFS nrnxPnre) $ 500,000 1 CLAIMS MADE X OCCUR (Fa MED EXP (My one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM_ AGGREGATE LIMIT APPLIES PER —1 POLICY n JE a n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE X X X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Hired Phy Damage 107 715 62 98 • 01/01/2005 • 01/01/2006 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE UABILITY H ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ c EXCESS/UMBRELLA LIABILITY 207 521 90 68 01/01/2005 01/01/2006 EACH OCCURRENCE $ 4,000,000 X I OCCUR CLAIMS MADE AGGREGATE $ 4,000,000 X IDEDUCTIBLE RETENTION $ 10,000 $ $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROO/PMRFJNB R/PA TNEDED CUTIVE If describe under SPECIAL PROVISIONS below WC107 715 28 17 01/01/2005 01/01/2006 1 ORY I INDUS I X i ER EL EACH ACCIDENT $ 1,000,000 E L DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 A ITIIEInd Marine 107 715 62 84 01/01/2005 01/01/2006 Scheduled or Leased /Rented Equipment, $400,000 Any One Item, 2% Deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Certificate Holder and Miami Shores Village are added as Additional Insureds on all Liability Policies as respects work performed by the Insured on project: Miami Shores Village Charter High and Middle School. IFICATE HOLDER James A. Cummings, Inc. 3575 NW 53rd Street Fort Lauderdale, FL 33309 ACORD 25 (2001108) CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL II(tfl ari MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, i>s0000090 i r k XXXX X)OOX XXXXX CAC' ACORD CORPORATION 1988 STATE OF FLORIDA DEPARTMENT OF BuSINESS AND PROFESSIONAL REL7JLATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORA, CARLOS VINICIO MORA. ENGINEERING CONTRS INC 9660 WEST SAMPLE RD SUITE # 301 CORAL SPRINGS FL.33065 DETACH HERE (850) 487-1395 DATE •,iSTA:TE QF FLORIDA -;1r: DEPARTMENT OF::BI4INESS AND PROFESS toisTAT: 'EietiaTA CONSTRUCTION. INDUSTRY LICENSING 3301?*`;--,,,-.- BATCH NUMBER LICENSE NBR .41.-**-11.3P 451 )6/23/2.0.0A 030729337 'CGC040142- ta6 GENERAL CONTRACTOR irOmteA: be/ow IS CERTIFIED Un.d.e.xYthe Proisions of Chap„. Expiration date: AUG 31, 2006-‹ • • - • • • • • a.r.;•-.' • Sagit L 0 4.40.6 280.2 3 2t. 7 - . - 4MORA, CARLOS VINICIO . .MORA ENGINEERING; - 6001WEST SAMPLE RD SUITE 301 CORAL SPRINGS FL 33065 , • JEB BUSH GOVERNOR • DISPLAY AS REQUIRED BY LAW DIANE tkkiii SECRETARY ° STATE OF FLORIDA, DEPARTMENT OF,BuSINESS AND PROFESSIONAL REbSLATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORA, CARLOS VINICIO MORA. ENGINEERING CONTRS INC 9660'WEST SAMPLE RD SUITE # 301 CORAL SPRINGS FL 33065 DATE (850) 487-1395 STATE OF FLORIDA AC# 141DO68 DEPARTMENT plitthiptfttp 2Geo404 OF, , BUBINESs RELATIO 03 031933V, CERTIFIEA, MORA, NORA EN CTOR 11+ IS CERTIFIED under the provisions of Ch.4 89 s. Etxcpiration date: AUG 31, 2006 L64062302322 r " . • DETACH HERE . • •.:••,:STATE OF FLORIDA. "if° ';"7•'. •- ,f • / tEPAR • • its`f....? OBUSTME.:$8 ANI).PROFESSLONAL'REGULATIO CplISTKTPTT,Og.. sINDUSTRY LICENSING • S * Loitt23b..23 BATCH NUMBER LICENSE NBR 4)61:j/2a0.4. Q5,0719337 e-CGC-040142,' 1The GENERAL CONTRACTOR lki-ma below IS CERTIFIED U,nder„-the provisions of Chap Expiration date: AUG 31, 200641 ,!.'MOkA, CARLOS VINICIO {MORA ENGINEERINGCONTRS,INC 79600 WEST SAMPLE RD SUITE 301 CORAL SPRINGS FL 33065 JEB BUSH GO VERNOR DISPLAY AS REQUIRED BY LAW DIANE CARR SECRETARY STATE OF FLORIDA DEPARTMENT OF B.UdINESS AND PROFESSIONAL REuzsLATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MORA, CARLOS VINICIO MORA ENGINEERING CONTRACTORS INC 9660 WEST SAMPLE ROAD STE 301 CORAL SPRINGS FL 33065 DETACH HERE TA E aF FLORID BUSI TE_SS AND�RO I CONSTRUCTION USTRY 'LI LICENSE `NBR 1� rUNDERGRO JND ` TII IT ed 4el..o CE TIFIED ;' 1 der the tEg:/aVokrtii0TIA :ofd Expiration. date = `AUG •_3'1 (850) 487 -1395 RECEj rED Alt ®s 2004 CAR S VTI�O M4UC�F ER.INa 44ONTSORSs�� t 0 S SAMPLE'?.tROOAD� TE ORAL aPRINGS F;L 33 0 6 5,, Mora Engineering Contractors, Inc. ROAD ROCK 129.18 TN 9.39 SPREAD DOZER -D3 8.61 HR COMPACTOR -CA251 8.61 HR LABORS 8.61 HR FINISHING FINISHING CREW 1 8.66 HR ASPHALT SUB -PRIME 259.67 SY 0.30 SUB-ASPHALT 177.44 SY 9.25 SUPERVISOR 0.00 HR LAYOUT 1.27 HR 90.00 'AVINI ASPHALT SYSTEM (8°B - 2"A) MOBILIZATION UB-T+ SUB TOTAL ASPHALT SYSTEM (8°B - 2^A)+ MOBILIZATION READY 14CRETE WORK QNTY. JNI1 UNIT / CST 1.00 LS TYPE "D" 18 "X5" _. 1,707.00 LF 10.75 1035 16.00 TYPE "F" CURB & GUTTER 0.00 LF 0.00 CONC CAR STOPS ONLY FOR HC s" ' ". o EA 21100 LAYOUT 43.47 HR 90.00 • 'AVIN( CONCRETE WORK MOBILIZATION UB-T+ SUB TOTAL CONCRETE WORK + MOBILIZATION READY SIGNS & STRIPING ON SITE ONLY LUMP SUM SUPERVISOR LAYOUT 'AV Wt SIGNS & STRIPING MOBILIZATION UB-T+ SUB TOTAL SIGNS & STRIPING + MOBILIZATION QNTY. JNII UNIT / CST 1.00 LS 1.00 LS 0.00 HR 0.00 HR 75.00 MISC MAT CEMENT BALLAST-3/4 BALLAST-1.5 MISC MAT SUPERVISOR BAG TN TN % HR MISC MAT .. CREWIEQUIP ILTER FABRI BRICKS CEMENT BALLAST -314 BALLAST -1.5 - MISC MAT SUPERVISOR LAYOUT RL EA BAG TN TN % HR HR 691.10 521.93 1,213.03 181.95 1,394.99 175.25 236.62 411.87 61.78 473.65 139.08 385.12 52420 78.63 602.83 131.24 13124 19.69 150.93 770.10 1,165.64 1,935.74 290.36 2,226.10 77.90 77.90 11.69 89.59 1,641.36 1,641.36 246.20 1,887.57 0.00 0.00 0.00 0.00 114.47 114.47 17.17 131.64 691.10 1,215.68 1,787.37 2,355.66 6,049.81 907.47 6,95728 ' 90.32 158.88 233.59 307.86 790.66 118.60 909.26 781.42 1,374.56 2,020.97 2,663.52 6,840.47 1,026.07 7,866.54 MAT LAB /OPR EQU SUB EXT /CST EXT /OH&P AMOUNT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,35025 18,35025 2,752.54 21,102.79 15,082.25 15,089 95 2282.34 17,344.59 2400.00 2,400.00 360.00 2,760.00 0.00 0.00 0.00 0.00 100.00 100.00 15.00 115.00 3,912.00 3,912.00 586.80 4,498.80 39,844.50 5,207.33 45,051.83 39,844.50 5,207.33 45,051.83 5,976.68 45,821.18 781.10 5,988.43 6,757.77 51,809.60 MAT LAB / OPR EQU SUB EXT CST Ea' /OH&P AMOUNT I'OT'" ITAL PAVING SYSTEM BILIZATION DTA- . JTAL PAVING SYSTEM + MOBILIZATION 3,364.00 3,364.00 504.60 3,868.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,364.00 3,364.00 504.60 3,868.60. 0.00 0.00. 0.00 439.65 439.65 65.95 505.59 0.00 0.00 0.00 3,803.65 3,803.65 570.55 4,374.19 17,371.55 6,155.24 9,119.41 110,544.00 143,190.20 21,478.53 164,66833 2,270.31, 804.44 1,191.83 14,447.13 18,713.70 2,807.06 21,520.76 19,641.86 6,959.67 10,31124 124,991.14 161,903.91 24,285.59 188,189.49 UNDERGROUND UTILITIES ." ' ' 4 MISC MAT U-1 READY AIINA E SYSTEM QNTY. JNI1 UNIT / CST PRQQ CREW/EQUIP ILTER FABR9 BRICKS CEMENT BALLAST -314 FILL -2 MISC MAT SUPERVISOR LAYOUT MAT LAB / OPR EQU SUB EXT / CST EXT / OH&P AMOUNT MATERIALS N 7q � RL EA BAG TN TN % HR CLEAN EXISTING INLET 1.00 EA 500.00 0003 "UND CREW 330 180,00 12.00 6.0000 a a a o o s 2.00% 0.3750 (i%10 856.41 363.59 347.57 23.94 1,591.52 23873 1,830.24 ADJUST TOP 1.00 EA 500.00 UND CREW 330 6. "x'64 180.00 12.00 6.0000':, e s n' 2.00% 0.3750 t. s':0 000 856.41 363.59 347.57 23.94 1,591.52 238.73 1,83024 COPY TO PROPOSAL 186.168.00 POLLUTION RETARDANT BAFFLE 12 INLET DRAINS ( ) < 5' 12 INLET DRAINS ( ) > 5' N-12 HDPE I Et L/CPLG N-12 HDPE 90 ELL L/CPLG JAC DOCTORS CHARTER SCH 09-01 -04 UND CREW 330 UND CREW 330 UND CREW 330 UND CREW 330 UND CREW 330 EA 77.044 P:' 1 Iu' UND CREW 330 89.88 `_ ' 150t? UND CREW 330 180 .00 180.00 180.00 180.00 180.00 12.00 6.0000 6.0000 12.00 6.0000 12.00 6.0000 12.00 6.0000 0.1925 0.1925 2.00% 0.3750 2.00 13,107.30 2,45423 • 2,346.13 1,925.45 1983311 2.974.97 22808 08 2.00% 0.3750 200i,L� 2.00% 0.3750 ` .. '` : 2,929,77 545.38 521.36 143.64 4,140.15 621.02 4,761.17 2.00% 0.3750 1.50 3,262.86 727.18 695.15 665.76 5,350.94 802.64 6,153.59 2.00% 0.3750 1.50 875.74 181.79 173.79 166.44 1,397.76 209.66 1,607.43 2.00% 0.3750 ° 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00% 0.3750: 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 8 of 20 Mora Engineering Contractors, Inc. SOLID 12" HDPE ( 339 DRAIN SOCK ROOF DRAINS �s�e7LF 0 0.0 LF ELF ''M1T160°"0= LF 1,300.00 LF 5.59 5.00 011273 UND CREW 330 0°04.1' UND CREW 330 0.0417 UND CREW 330 0.0231 UND CREW 330 .,0¢000& UND CREW 330 tp.0278 UND CREW 315 ::0027& UND CREW 315 0:10278? UND CREW 315 10000:UND CREW 315 0 -UND CREW 315 UND CREW 330 0.0008 0.0061 0.0061 0.0008 0.1100 wh d LIf�ODs 2.00% 0.3750 , 5.3900 G.P..0cP 2.00% 0.3750 0.00` 38500 e3;> t 00 ' 2.00% 0.3750. 0.00 01100:% YA00 2.00% 0.3750 a:00' 2.00% 0.3750. <0<00` 2.00% 0.3750 0.00 ° 2.00% 0.3750 2.00% 0.3750 2.00% 0.3750 2.00% 0.3750 2.00% 0.3750 :i?1548(80 d , v , >. 27:50 . RESTORATION 0.00 SY SUB-1 TOTAL DRAINAGE SYSTEM MOBILIZATION UB-T4 SUB TOTAL TOTAL DRAINAGE SYSTEM + MOBILIZATION 0.0550 0.0550 0.0550 1591211 :4;440:00 , READY U-4- WATER SYSTEM M`. ‘LS FIRE HYDRANTS TIE TO EXIST 12" WM OFFSITE FILL IN & FLUSH 12"x6" TAPPING SLY AND VLV 6" GATE VALVE 6" FIRE HYDRANT ROD FOR FH BOLLARDS PIPE 6" DIP CL350 PIPE (40 LF) 6" JOINT RESTRAINTS QNTY. JNI1 UNIT / CST 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 4.00 LF 4.00 EA 500.00 500.00 2,203.98 449.40 1,313.63 3.85 53.50 40.00 LF 8.56 3.00 EA 42.40 3i 1.00 EA 400.00 1.00 EA 1.00 EA rUND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 '1UND CREW 315 1UND0REW 315 UND CREW 315 UND CREW 315 UND CREW 315 1.00 EA 1,605.00 1.00 EA 2,206.34 60.00 LF 8.56 2.00 EA 42.40 ON SITE FITTINGS 1 EA 1" WATER SERVICE FOR LIFT STATION 4' TEE ' 4"X1° TAPPING PLUG 1' REDUCED PRESSURE & BLACKFLOW PREVENTOR 2" WATWR SERVICE 2' ENDOPURE SDR -9 BLUE PIPE (60 I-F) HOSE BIBB LIFT STATION SERV MISC SAMPLE POINT RESTORATION 1.00 EA 80.25 1.00 EA 26.75 1.00 EA 315.65 1.00 EA 715.83 80.00 LF 1.61 1.00 EA 350.00 4.00 EA 250.00 66.67 SY 25.00 UND CREW 315 UND CREW 315 UND CREW 315 FUND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 1UND CREW 315 UND CREW 315 UND CREW 315 UND CREW 315 ( &UND CREW 315 •UND CREW 315 IUND CREW 315 ;UND CREW 315 `UND CREW 315 UND CREW 315 UND CREW 315 IUND CREW 315 0.0825 2 .00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 2.00% 0.3750 2.00% 0.3750 2.00% 2.00% 2.00% 3.00 0.03 0.3750 0.3750 0.3750 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.00 1.00 1.00 0.0825 0.0825 0.0825 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 0.3750 "e 8.03 10/18/20s. 1,784.69 1,009.97 965.49 87.78 3,847.93 577.19 6,715.68 757.48 724.11 2,150.56 10,347.83 1,552.17 33,444.69 4,999.35 4,779.15 10,138.33 53,361.53 8,004.23 2,422.72 1,430.79 1,367.77 149.22 5,370.51 805.58 6,630.00 0.00 0.90 0.00 6,630.00 994.50 422.21 260.57 195.44 11.41 889.63 133.44 1,001.00 911.99 684.05 39.94 2,636.98 395.55 252.20 458.00 342.03 19.97 1,07020 160.53 545.70 541.18 405.92 0.00 1,492.80 223.92 2,353.87 270.59 202.96 0.00 2,827.43 424.11 0.00 0.00 0.00 0.00 0.00 0.00 78,988.57 15,546.38 14,359.19 15,780.31 124,654.45 18,698.17 10,323.11 2,031.78 1,876.62 2,059.73 16,29124 2,443.69 89,311.68 17,578.16 16,235.81 17,820.05 140,945.70 21,141.85 • COPY TO PROPOSAL, 4,425.11 11,900.00 61,365.76 6,176.08 7,624.50 1,023.07 3,032.53 1,230.73 1,718.73 3,251.54 0.00 143,352.62 18,734.93 162,087.55 162 087.00 MAT LAB / OPR EQU SUB EXT /CST EXT /OH&P AMOUNT 510.00 510.00 2,248.05 502.18 1,383.69 15.71 21828 403.81 129.74 408.00 408.00 1,664.52 1,680.89 2,29426 605.72 86.50 103.82 103.82 103.82 103.82 103.82 316.64 524.14 360.79 180.39 360.79 63.14 180.39 0.00 10824 200.44 27.06 360.79 180.39 360.79 360.79 360.79 300.66 18.04 45.10 45.10 45.10 45.10 45.10 9020 180.39 0.3750 0.03 900.38 1,10241 0.3750 0.03 496.57 701.53 0.3750 0.03 420.18 701.53 0 68a 2.00% 0.3750 2.00% 0.3750 2.00% 0.3750 2.00% 0.3750 2.00% 2.00% 0.03 UND CREW 315 `UND CREW 315 SUB-1 TOTAL WATER SYSTEM 0.0- 680.00 680.00 54.00 56.10': h u 2.00% 0.3750 af2:;? 1. 377.33 16.44 125.64 71.07 365.75 773.94 240.10 400.79 9020 9020 180.39 180.39 400.88 180.39 270.81 13531 270.61 47.36 135.31 0.00 81.18 150.34 20.30 270.61 135.31 270.61 270.61 270.61 225.51 13.53 33.83 33.83 33.83 33.83 33.83 67.65 135.31 826.88 526.19 526.19 67.65 67.65 135.31 135.31 300.68 135.31 0.00 0.00 0.00 0.00 285.00 0.00 0.00 127.17 0.00 0.00 0.00 0.00 0.00 0.00 190.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 699.42 445.08 445.08 0.00 0.00 0.00 1,141.40 825.70 2,879.46 612.67 1,98439 15.71 407.70 881.76 177.10 1,039.40 723.70 2,295.92 2,31229 2,925.66 1,322.64 118.07 182.74 182.74 182.74 182.74 182.74 474.49 839.84 3,529.09 2,169.39 2,092.99 283.49 228.92 681.45 0.00 1,089.64 254.33 1,195.99 0.00 716.49 17121 123.86 431.92 91.90 297.66 2.36 61.16 1,312.61 949.56 3,311.38 704.57 2,282.05 18.06 468.86 13226 1,014.02 28.56 155.91 108.56 344.39 348.84 438.85 198.40 17.71 27.41 27.41 27.41 27.41 27.41 71.17 125.98 529.36 325.41 313.95 42.52 34.34 10722 203.66 1,19531 83226 2,640.31 2,659.14 3,364.51 1,521.04 135.78 210.15 210.15 210.15 210.15 210.15 545.66 965.81 4,058.45 2,494.79 2,406.94 326.02 26326 783.67 163.45 1,253.08 179.40 1,375.39 107.47 823.96 1,020.00 360.79 270.61 0.00 1,651.40 247.71 1,899.11 1,666.67 0.00 0.00 0.00 1,666.67 250.00 1,918.67 23.40 20,91029 7,908.30 5,931.71 2,448.83 37,197.13 5,579.57 42,776.70, JAC DOCTORS CHARTER SCH 09-01-04 Page 9 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/13/2006 Inspector: Levrack, James Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ROGERS BROTHERS INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1121360000060 Lot: Phone: 954 - 925 -3660 Building Department Comments FINAL IRRIGATION / l , - , or omments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 12, 2006 Page 1 of 2 MIAMM SIFICrt VILLAGE U6Ab ft BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I2 Type Insp'n PL 1RC 1N.rw I Permit No. Pus - 113r NameCrYlaTer Address I I NUi 5P00-- Companyarrrn nris Phone # Inspection Date 1 Approved Correction Re- Insp'n Fee Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/13/2006 Inspector: Levrack, James Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ROGERS BROTHERS INC Permit Type: Imported Permit Inspection Type: Landscaping Work Classification: <NONE> Phone Number Parcel Number 1121360000060 Lot: Phone: 954- 925 -3660 Building Department Comments FINAL LANDSCAPING Passed 1 p - • is f d _ 0 "6, LL Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 12, 2006 Page 2 of 2 3691 .1,45b MIAMI SHORES ILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date-7 / a /05 Type Insp'n 1 x111 O - or - i Pro r-c s Permit No. R- CD5 — 114 Name Cho r Schcxol Address J 130 I NUJ 5 Avc Company 2 /' rs a p- r5 Phone # ` Cl54 ) Inspection Date Approved Correction Re- Insp'n Fee i Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2005 -114 Printed: 4/11/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. 5 AVE Plumbing Permit Contractor ROGERS BROTHERS INC Local Phone: 954 -925 -3660 Contractor's Address: 21 NE 1ST CT Parcel # PARC2004 -27 1121360000013Lirgal Description: Page 1 of 1 Fees: Description Amount FEE2005 -4716 Building Fee $6,000.00 FEE2005 -4724 CCF $3.60 FEE2005 -4735 Credit Bond Fund ($3.60) FEE2005 -4736 Credit Bond Fund ($6,000.00) Total Fees: $0.00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/4/2005 Construction Value$200,000.00 Work: PLUMBING FOR NEW CHARTER SCHOOL - MASTER BP2004 -1066 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Mia i Shores Village Building Department 10050 N.E.2n!d Avenue, Miami Sh es, Florida 33138 Tel: 305 795 2204: (30 -) 756.8972 BUILDING Permit No. Iii 05 'll PERMIT APPLICATION v Master Permit No. 8 f' osei - > ®ems FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Mom/ 5//4 t.0 4&E Phone # 366-- 793-- 018 © 4' Owner's Address /Dxi5 N 4-7 e9 D4 4 VGj City /49m (5)k/1/As )44/Me-State /Z4-1 Zip 33/3 v Tenant/Lessee Name Phone # Job Address (where the work is being done) / /MO/ A,LJ. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address ?/ City P&At /te &AC/f Qualifier iN 111,6367,,S 661LC 4z0 s /DG Phone # 95y 9,076"- 3460 fir Icout_r State ,Z A , Zip 5' Oct-1 State Certificate or Registration No. CSC 0697 LiLOg Certificate of Competency No. CF6 P.7' 7 ®6 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit JO©! O Q cro Square Footage Of Work: Type of Work: DAddition ❑Alterationew ❑ Repair/Replace El Demolition Describe Work: �Lv,0B14.r J- --. , c' if Ara— 5C/10 ®L *******************0 ,*******Fees*************************** Fees * * * * * * * *,* *** * * * * * * * ** * * **** * Submittal Fee $ Permit Fee $ ' 0 0 CCF $ 3 / ` CO /CC 1 Notary ry $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structuraf Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore: instrument was ackn c dged before me this day of , 20 _, by , day of //�''I2. , 20 057y who is personally known to me or who has produced who is ms's `ally known to me or 'has produced 't As identification and who did take an oath. who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY PUBLIC: o.�onvPGB`tr �yik+ Co Expires. * * * * * * * * * * ** Mande �,d l * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *, ,iy`* r-7-C7 ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: .iii 1 ion Expires: chc 05/13/03 Engineer Zoning Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 43_05) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Permit No. P1C05 Cilc? Master Permit No. k h Q' • K , Co Plumbing CMec anica Roofing Owner's Name (Fee Simple Titleholder) k C S Y `O+(r.szi. Phone # "1,9 ' ®Q e-R®\-1 Owner's Address \Oo O Ci Tenant/Lessee Name State Zip ' 1 - Phone # Job Address (where the work is being done) \ . P-O0 LL-) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name &* • \ Phone #�j 4-1 e) ' ' c �� Contractor's Addros )\ e ' )2-.-1/N State - _ 3� - ��.1� it , \-� Zip 3 3 t Qualifier rSLV Q ') • , 3,,y _ Q- Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit .3 000 Square Footage Of Work: Type of Work: ['Addition DAlteration Describe Work: ' V PC ew ❑ Repair/Replace ❑ Demolition a 00 Submittal Fee $ Permit Fee $ 1 Oil 5 ti CCF $ � C� , Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) l( { Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i3 Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing in ent was acknowledged before me thisi day of , 20 _, by , day of--J , 20 c by__ C J JLQL \CN‘c:::> v-L r— who is personally known to me or who has produced who.ifi " 'o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: Sign: Print: Print: My Commission Expires: .e ri f % .. Bonded Thu met Notary SeMces My Commission Expire (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 * * * * * * ** ** * * * * * ** * * ** * * * ** ** ** * * * * * * ** * ** * * * * * *** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICAION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINE , THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS MIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 ON?. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 If VIOLATION INDIRECT WASTES-' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS V ■t4/ 44)1/C. A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING MI SHORES VILLAGE ILDING DEPARTMENT 305-795-2204 B 'iding Inspection Request Date-7 Type insp'n f9 nal Permit No. NIC05 —412— Name OI NU ftkIL Address Compan ICA Phone # Inspection Dale 128 Approved 1 /-41 Correction fJ Re-Insp'n Fee CI -r01 .46-7e 4 %)--6-.7 izEC • IH. SOOZI6Z /L0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/18/2006 Inspector: Perez, JanPierre Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: THERMAL CONCEPTS INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1121360000060 Lot: Phone: 954 - 472 -4465 Building Department Comments Thursday, January 12, 2006 Page 1 of 2 Passed ( 041 omments �,.- -► 6-17-----__________ \ 9'.1/6H' I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 12, 2006 Page 1 of 2 r Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/18/2006 Inspector: Perez, JanPierre Owner: Job Address: , CHARTER SCHOOL 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: THERMAL CONCEPTS INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1121360000060 Lot: Phone: 954 - 472 -4465 Building Department Comments Thursday, January 12, 2006 Page 2 of 2 Passed Inspector Comments �l rio,, '' 016.______di f (--N Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 12, 2006 Page 2 of 2 DADE TEST & BA LANCE CORP. 37 EAST ACRE DRIVE PLANTATION, FLORIDA 33317 (954) 791-3194 FAX (954) 791-3261 DOCTORS CHARTER SCHOOL COPY OF MIAMI SHORES REPLY TO: P.O. BOX 15395 PIANTAMON, FL 33318 TEST AND BALANCE REPORT RE-SUBMITTED ON DECEMBER 12, 2005 R MED JAN 4 2OT The undersigned certifies that the data contained in this report was obtained by methods commonly accepted by the industry as standard, and that this data accurate as displayed within 1 the 11 i • field testing techniques (t 'y Peter W rthy, P.E. DADE TEST AND BALANCE CORP. Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: of 18 AIR MOVING EQUIPMENT TEST SHEET System RTU -1 -1 RTU 1 -2 Equipment.Location ROOF ROOF Area Served BUILDING #1 - 1ST FLOOR BUILDING #2 - 2ND FLOOR Equipment Manufacturer TRANE TRANE 'Model Number SAHFC55E SAHFC55E Serial Number C05CO2547 C05CO2546 Total CFM - Fan Specified Actual Specified Actual 11700 12526 11820 13032 Total CFM - Outlet 12785 12526 12865 13032 R/A CFM 6820 7540 6330 7272 O/A CFM •tal Static Pressure (Ttl./Ext.) et Pressure 4880 4986 5490 2.86 / 2.0 2.87 / 2.0 5760 N/S N/S Discharge Pressure N/S * N/S * Fan RPM 917 910 918 910 Specified Actual Motor Manufacturer N/S A.O. SMITH Specified N/S Motor HP Phase 15.0 15.0 15.0 Actual A.O. SMITH 3 3 15.0 Voltage 200 206 / 202 / 204 Motor FLA 44.4 16.9/19.9/23.1 200 44.4 Motor RPM N/S 1750 N/S 206 / 202 / 207 16.9/22.2/19.6 Motor Service Factor N/S 1.15 N/S 1750 Starter Heater Elements N/S N/S 1.15 Motor Sheave & Grooves (Bore) 9 3/4 X 1 (15/8 ) Fan Sheaves & Grooves (Bore) Belts 18 3/4X1 (1 7/16) Fan Ctr to Ctr / Motor Frame BX112 93/4X1 (15/8) 18 3/4X1 (1 7/16) BX112 35 1/2 / D254T 35 1/2 / D254T iii,mbols: * Not always required or applicable; N/A - Not Available; N/S Not Specified; N/D - Not Determinable. Remarks: DADE TEST AND BALANCE CORP. • Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: 2 of 18 AIR MOVING EQUIPMENT TEST SHEET System RTU 2 -1 RTU 3 -1 Equipment Location ROOF ROOF Area Served BUILDING #2 BUILDING #3 - PE / MP Equipment Manufacturer TRANE TRANE Model Number 0CD241D300 THC043A3RBA Serial Number N/A 523101258L Motor Sheave & Grooves (Bore) Specified Actual Specified Actual Total CFM - Fan 4135 4231 1145 1170 Total CFM - Outlet 4135 4231 1145 1170 R/A CFM 2215 2376 925 ' 940 0/A CFM 1920 1855 220 230 rtal Static Pressure (Ttl./Ext.) - / 1.0 * - / 1.0 * ,.,let Pressure N/S * N/S * Discharge Pressure N/S * _ _ N/S * Fan RPM 798 611 973 1218 Motor Sheave & Grooves (Bore) Specified Actual Specified Actual Motor Manufacturer N/S MARATHON N/S G.E. Motor HP 5.0 5.0 1.0 1.0 Phase 3 3 3 3 Voltage 208 213 / 211 / 213 208 210 / 209 / 211 Motor FLA 13.4 6.1/7.1/7.2 5.0 3.0/2.9/2.5 Motor RPM N/S 3450 N/S 1725 Motor Service Factor N/S 1.15 N/S 13 Starter Heater Elements N/S - N/S - Motor Sheave & Grooves (Bore) 3 3/4 X 1 (7/8) 3 1/4 X 1 (5/8 ) Fan Sheaves & Grooves (Bore) 19 3/4 X 1 (1 3/16) 4 1/4 X 1 (3/4 ) Belts BX75 AX26 Fan Ctr, to Ctr / Motor Frame 22 / 5611Z -95 9 1/2 / : * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable. Remarks: DADE TEST AND BALANCE CORP. Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES AIR MOVING EQUIPMENT TEST SHEET RTU 3 -2 System Date: 8/11/2005 Page: 3 of 18 RTU 3 -3 Equipment Location ROOF Area Served BUILDING #3 - DINING Equipment Manufacturer Model Number TRANE ROOF BUILDING #3 - MUSIC TRANE 0CD241D300 Serial Number N/D TSC072A3ECA 515100652L Total CFM - Fan Total CFM - Outlet R/A CFM O/A CFM iiiital Static Pressure (Ttl./Ext.) et Pressure Specified Actual 4020 5615 Specified 1020 Actual 1104 4020 5615 1020 1104 1860 2954 420 650 2160 2661 600 541 - / 1.0 * -/0.6 N/S * N/S * Discharge Pressure N/S * N/S Fan RPM 798 657, 743 Motor Sheave & Grooves (Bore) Fan Sheaves & Grooves (Bore) Belts 759 Actual G.E. 1.0 3 212 /213/215 23/ 2.4 / 2.5 1725 1.5 Fan Ctr to Ctr / Motor Frame 3 3/4X1 (7/8) 15 3/4X1 (13/16) BX75 22 / 56HZ-95 S it mbols: * Not always required or applicable; N/A - Not Available; N/S - Not S Remarks: 3 3/4X1 Specified Actual Specified Motor Manufacturer N/S MARATHON N/S Motor HP 5.0 5.0 1.0 Phase 3 3 3 Voltage 208 211 / 208 / 209 208 Motor FLA 13.4 8.1 / 6.7 / 7.8 5.0 Motor RPM N/S 3450 N/S Motor Service Factor N/S 1.15 N/S Starter Heater Elements N/S - N/S Motor Sheave & Grooves (Bore) Fan Sheaves & Grooves (Bore) Belts 759 Actual G.E. 1.0 3 212 /213/215 23/ 2.4 / 2.5 1725 1.5 Fan Ctr to Ctr / Motor Frame 3 3/4X1 (7/8) 15 3/4X1 (13/16) BX75 22 / 56HZ-95 S it mbols: * Not always required or applicable; N/A - Not Available; N/S - Not S Remarks: 3 3/4X1 (5/8) 6 1/4X1 (1) AX32 9 1/4 / 56 DADE TEST AND BALANCE CORP. Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: 4 of 18 AIR MOVING EQUIPMENT TEST SHEET System RTU 3-4 Actual Equipment Location ROOF Total CFM - Fan Area Served BUILDING #3 - KITCHEN Equipment Manufacturer TRANE 3030 Model Number TSC092A3E0A Serial Number 523100748L 3163 Motor Sheave & Grooves (Bore) Specified Actual Specified Actual Total CFM - Fan 3030 3291 Fan Ctr to Ctr / Motor Frame Total CFM - Outlet 3030 3291 R/A CFM 2910 3163 O/A CFM 120 128 tal Static Pressure (Ttl./Ext.) / 1.0 * t Pressure N/S * Discharge Pressure N/S 1.15 Fan RPM 1047 1104 Motor Sheave & Grooves (Bore) Specified Actual Specified Actual Motor Manufacturer N/S G.E. Fan Ctr to Ctr / Motor Frame Motor HP 2.0 2.0 Phase 3 3 Voltage 208 211 / 209 / 208 Motor FLA 6.2 5.2/53/5.6 Motor RPM - 1725 Motor Service Factor N/S 1.15 Starter Heater Elements N/S - Motor Sheave & Grooves (Bore) 4 1/4 X 1 (7/8 ) Fan Sheaves & Grooves (Bore) 6 1/4 X 1 (1) Belts AX32 Fan Ctr to Ctr / Motor Frame 9 1/4 / 145T Symbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable. Remarks: • • DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 5 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -1 AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM Flow Coeff Min Design CFM +'inal Min CFM VAV 1 -1 -1 0.80 700 740 1 1122 CD 24X24 1.0 195 195 197 197 2 1122 CD 24X24 1.0 195 195 208 208 3 1122 CD 24X24 1,0 195 195 214 214 4 1122 CD 24X24 1.0 195 195 186 186 5 1119 CD 24X24 1.0 195 195 176 176 6 1119 CD 24X24 1.0 195 195 213 213 7 1119 CD 24X24 1.0 195 195 214 214 8 1119 CD 24X24 1.0 195 195 176 176 . 9 1118 CD 24X24 1.0 195 195 188 188 10 1118 CD 24X24 1.0 195 195 190 190 11 1118 CD 24X24 1.0 195 195 176 176 12 1118 CD 24X24 1.0 195 195 198 198 2340 2336 VAV 1 -1 -2 720 768 13 1128 CD . 24X24 1.0 200 200 193 193 14 1128 CD 24X24 1.0 200 200 220 220 15 1128 CD 24X24 1.0 200 200 220 220 16 1128 CD 24X24 1.0 200 200 199 .199 17 1127 CD 24X24 1.0 200 ' 200 199 199 18 1127 CD 24X24 1.0 200 200 183 183 19 1127 CD 24X24 1.0 200 200 198 198 20 1127 CD 24X24 1.0 200 200 198 198 21 1125 CD 24X24 1.0 200 200 185 185 22 1125 CD 24X24 1.0 200 200 204 204 23 1125 CD 24X24 1.0 200 200 210 210 24 1125 CD 24X24 1.0 200 200 210 210 2400 2419 Symbols: * Not always required or applicable° N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: • • DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 6 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -1 AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM Flow Coeff Min Design CFM Final Min CFM VAV 1 -1 -3 1.07 870 880 25 1108 CD 24X24 1.0 410 410 394 394 26 1108 CD 24X24 1.0 410 410 404 404 27 1110 CD 24X24 1.0 65 65 64 64 28 1113 CD 24X24 1.0 70 70 71 71 29 1106 CD 24X24 1.0 35 35 34 34 30 1104 CD 24X24 1.0 80 80 77 77 31 1101 CD 24X24 1.0 150 150 135 135 32 1101 CD 24X24 1.0 150 150 141 141 32A 1107 { CD 24X24 1.0 210 210 195 195 32B 1105 CD 24X24 1.0 350 350 320 320 32C 1103 CD 24X24 1.0 530 530 514 514 32D 1102 CD 24X24 1.0 445 445 423 423 2905 2772 VAV 1 -1-4 0.83 730 750 33 1120 CD 24X24 1.0 275 275 276 276 34 1120 CD 24X24 1.0 275 275 289 289 35 1120 CD 24X24 1.0 275 275 277 277 36 1120 CD 24X24 1.0 275 275 289 289 37 1121 CD 24X24 1.0 30 30 30 30 37A 1132 CD 24X24 1.0 85 85 81 81 38 1132 CD 24X24 1.0 85 85 80 80 39 1132 CD 24X24 1.0 85 85 89 89 40 1130 SW 6X9 1.0 65 65 70 70 41 1132 CD 24X24 1.0 85 85 80 80 42 1132 CD 24X24 1.0 85 85 83 83 43 1100 CD 24X24 1.0 380 380 336 336 ** 44 1100 CD 24X24 1.0 380 380 289 289 ** 45 1113 SW 6X4 1.0 60 60 61 61 2440 2330 Symbols: * Not always required or applicable; N/A Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: ** Damper 100% open and VAV 100% open • • Symbols: Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 7 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -1 AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM Flow Coeff Min Design CFM Final Min CFM VAV 1 -1 -5 1.04 800 ' 806 46 1129 SW 12X10 1.0 320 320 350 350 47 1126 CD 24X24 1.0 305 305 289 289 48 1126 CD 24X24 1.0 305 305 278 278 49 1126 CD 24X24 1.0 305 305 289 289 50 1126 CD 24X24 1.0 305 305 301 301 51 1123 CD 24X24 1.0 280 280 272 272 52 1123 CD 24X24 1.0 280. 280. 274 274 53 1123 CD 24X24 1.0 280 280 298 298 54 1123 CD 24X24 1.0 280 280 278 278 55 1124 CD 24X24 1.0 40 40 40 40 2700 2669 • • DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 8 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -2 AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM Flow Coeff Min Design CFM Final Min CFM VAV 1 -2 -1 1.16 720 736 1 1219 CD 24X24 1.0 200 200 207 207 2 1219 CD 24X24 1.0 200 200 220 220 3 1219 CD 24X24 1.0 200 200 199 199 4 1219. CD 24X24 1.0 200 200 180 180 5 1217 CD 24X24 1.0 200 200 205 205 6 1217 " CD 24X24 1.0 200 200 211 211 7 1217 CD 24X24 1.0 200 200 200 200 8 1217 CD 24X24 1.0 200 200 208 208 9 1215 CD 24X24 1.0 200 200 193 193 10 1215 CD 24X24 1.0 200 200 220 ' 220 11 1215 CD 24X24 1.0 200 200 206 206 12 1215 CD 24X24 1.0 200 200 209 209 2400 2458 VAV 1 -2 -2 0.79 720 744 13 1226 CD 24X24 1.0 . 200 200 207 207 14 1226 CD 24X24 1.0 200 200 192 192 15 1226 CD 24X24 1.0 200 200 183 183 16 1226 CD 24X24 1.0 200 200 181 181 17 1225 CD 24X24 1.0 200 200 220 220 18 1225 CD 24X24 1.0 200 200 220 220 19 1225 CD 24X24 1.0 200 200 213 213 20 1225 CD 24X24 1.0 200 200 218 218 21 1221 CD 24X24 1.0 200 200 199 199 22 1221 CD 24X24 1.0 200 200 220 220 23 1221 CD 24X24 1.0 200 200 226 226 24 1221 CD 24X24 1.0 200 200 215 215 2400 2494 Cvmhnle. * N..+ ol......... _,.,...---' --' -- •• Remarks: able; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable • • DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 9 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -2 AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM . Design CFM Final FPM Final CFM Flow Coeff Min Design CFM Final Min CFM VAV 1 -2 -3 1.06 565 589 25 1230 CD 24X24 1.0 75 75 77 77 26 1230 CD 24X24 1.0 75 75 78 78 27 1230 CD 24X24 1.0 75 75 80 80 28 1230 CD 24X24 1.0 75 75 75 75 29 1228 SW 6X4 1.0 65 65 67 67 30 1230 CD 24X24 1.0 75 75 80 80 31 1230 CD 24X24 1.0 75 75 81 ' 81 32 1210 CD 24X24 1.0 100 100 110 110 33 1202 CD 24X24 1.0 80 80 84 84 34 1201 CD 24X24 1.0 140 140 100 100 35 1206 CD 24X24 1.0 315 315 310 310 36 1205 CD 24X24 1.0 325 325 334 334 37 1204 CD 24X24 1.0 30 30 31 31 38 1203 CD 24X24 1.0 80 80 85 85 39 1208 CD 24X24 1.0 180 180 192 192 40 1208 CD 24X24 1.0 180 180 193 193 1945 1977 Svmhnlc! * Nnt aix..a..a,...,......,.,a -_ - __..__ Remarks: le; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable • DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 10 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 1 -2 • AIR DISTRIBUTION VAV TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final . CFM Flow Coeff Min Design CFM Final Min CFM VAV 1 -2-4 1.00 920 990 41 1220 CD 24X24 1.0 245 245 270 270 42 1220 CD 24X24 1.0 245 245 283 283 43 1220 CD 24X24 1.0 245 245 269 269 44 1220 CD 24X24 1.0 245 245 289 289. 45 1218 CD 24X24 1.0 245 245 233 233 46 1218 CD 24X24 1.0 245 245 179 179 ** 47 1218 CD 24X24 1.0 245 245 232 232 48 1218 CD 24X24 1.0 245 245 239 239 49 1216 CD 24X24 1.0 275 275 269 269 50 1216 CD 24X24 1.0 275 275 264 264 51 1216 CD 24X24 1.0 275 275 248 248 52 1216 CD 24X24 1.0 275 275 259. 259 3060 3034 VAV 1 -2 -5 920 913 53 1222 CD 24X24 1.0 350 350 327 327 54 1222 CD 24X24 1.0 350 350 329 329 55 1222 CD 24X24 1.0 350 350 363 363 56 1222 CD 24X24 1.0 350 350 371 371 57 1223 CD 24X24 1.0 80 80 78 78 58 1224 CD 24X24 1.0 300 300 279 279 59 1224 CD 24X24 , 1.0 300 300 292 292 60 1224 CD 24X24 1.0 300 300 301 301 61 1224 CD 24X24 1.0 300 300 314 314 62 1227 SW 12x12 1.0 380 380 415 415 3060 3069 Symbols: * Not always required or applicable N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: ** Damper is 100% open • DADE TEST AND BALANCE CORP Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: 11 of 18 System: RTU 2 -1 AIR DISTRIBUTION TEST SHEET Remarks: ran :tarot] app cable; N!A - Not Available; N/S - Not Specified; N/D - Not Determinable Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM 1 2111 CD 24X24 1.0 215 215 235 235 2 2111 CD 24X24 1.0 215 215 236 '236 3 2111 CD 24X24 1.0 215 215 234 234 4 2111 CD 24X24 1.0 215 215 236 236 5 2112 CD 24X24 1.0 120 120 119 119 6 2113 SW 8X6 1.0 125 125 130 130 7 2110 CD 24X24 1.0 100 100 102 102 8 2109 CD 24X24 1.0 70 70 72 72 9 2104 CD 24X24 1.0 85 85 90 90 10 2105 CD 24X24 1.0 160 160 174 174 11 2106 CD 24X24 1.0 165 165 180 180 12 2114 CD 24X24 1.0 210 210 215 215 13 2103 CD 24X24 1.0 355 355 325 325 14 2102 CD 24X24 1.0 320 320 292 292 15 2102 CD 24X24 1.0 320 320 292 292 16 2101 CD 24X24 1.0 415 415 398 398 17 2101 CD 24X24 1.0 415 415 450 450 18 2101 CD 24X24 1.0 415 415 451 451 4135 4231 iymbols: * Not always re uired 1' Remarks: ran :tarot] app cable; N!A - Not Available; N/S - Not Specified; N/D - Not Determinable DADE TEST AND BALANCE CORP. Date: 8/11/2005 • Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES 0 -ymbols: Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Page: 12 of 18 System: RTU 3 -1, RTU 3 -2 AND RTU 3 -3 AIR DISTRIBUTION TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM RTU 3 -1 1 3112 CD 24X24 1.0 175 175 179 179 2 3109 CD 24X24 1.0 205 205 205 205 3 3109 CD 24X24 1.0 205 205 222 222 4 3109 CD 24X24 1.0 205 205 185 185 5 3109 CD 24X24 1.0 205 205 215 215 6 3111 CD 24X24 1.0 85 85 93 93 7 3110 CD 24X24 1.0 65 65 71 71 1145 1170 RTU 3 -2 1 3104 SW 18X12 1.0 670 670 756 756 FO 2 3104. SW 18X12 1.0 670 670 925 925 3 3104 SW 18X12 1.0 670 670 1002 1002 4 3104 SW 18X12 1.0 670 670 897 897 5 3104 SW 18X12 1.0 670 670 900 900 6 3104 SW 18X12 1.0 670 670 1179 1179 4020 5659 RTU 3 -3 1 3101 CD 24X24 1.0 215 215 235 235 2 3101 CD 24X24 1.0 215 215 234 234 3 3101 CD 24X24 1.0 215 215 234 234 4 3101 CD 24X24 1.0 215 215 236 236 5 3102 CD 24X24 1.0 105 105 111 111 6 3103 CD 24X24 1.0 55 55 54 54 1020 1104 Remarks: FO = Manual volume damper 100% open • • DADE TEST AND BALANCE CORP. Date: 8/11 /2005 Page: 13 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: RTU 3-4 AIR DISTRIBUTION TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size ' Factor Design FPM Design CFM Final FPM Final CFM RTU 3-4 1 3105 CD 24X24 1.0 500 500 552 552 2 3105 CD 24X24 1.0 500 500 547 547 3 3105 CD 24X24 1.0 500 500 536 536 4 3105 CD 24X24 1.0 500 500 545 545 5 3106 CD 24X24 1.0 65 65 69 69 6 3108 CD 24X24 1.0 55 55 60 60 7 3113 SW 16X6 1.0 280 280 292 292 8 3114 SW 18X12 1.0 630 630 690 690 3030 3291 ?�...,.l...l.__ 8e • T_a _.____.... Remarks: uired or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 14 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES SUPPLY FAN DATA SHEET System SF 1 -5 Actual Equipment Location ROOF Total CFM - Fan Area Served CHEMISTRY LAB (1) Equipment Manufacturer TWIN CITY 450 Model BCJ -SIZE -105 Serial Number 05 - 203481 -4 -1 1 Motor Sheaves & Grooves (Bore) Specified Actual Specified Actual Total CFM - Fan 450 484 (1) Total CFM - Outlet 450 484 Total Static Pressure 0.5 1 48 Inlet Pressure N/S * Discharge Pressure N/S * Fan RPM 1260 1150 Motor Sheaves & Grooves (Bore) Specified Actual Specified Actual Motor Manufacturer N/S A.O. SMITH (1) Motor HP/BHP 1/4 1/4 Phase 1 1 48 Voltage 115 119 Motor FLA 5.6 3.2 Motor RPM 1800 1725 Motor Service Factor N/S 1.0 Starter Heater Elements N/S - Motor Sheaves & Grooves (Bore) 2 3/4 X 1 (1/2 ) Fan Sheaves & Grooves (Bore) 3 3/4 X 1 (1) Belts 3L240 Fan Ctr to Ctr / Motor Frame 7 1/2 / 48 Symbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable remarks; DADE TEST AND BALANCE CORP. Date: 8/11/2005 Page: 15 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES EXHAUST FAN DATA SHEET System EF 1 -1 EF 1 -3 Equipment Location ROOF ROOF Area Served TOILETS / LOUNGE TOILETS - 2ND FLOOR Equipment Manufacturer TWIN CITY TWIN CITY. Model 160C -BCRD BCRD -SIZE 140C Serial Number D05- 203481 -1 D05- 203481 -Z Type PRV PRV Wheel Type - FC, AF, BI BI BI Motor Sheaves & Grooves (Bore) Specified Actual Specified Actual Total CFM - Fan 2230 1937 1410 1449 Total CFM - Outlet 11, 2560 1937 1410 1449 -►tal Static Pressure 0.75 * 0.5 * _.let Pressure N/S * N/S * Discharge Pressure N/S * N/S * Fan RPM 1105 1232 1049 1121 Motor Sheaves & Grooves (Bore) Specified Actual Specified Actual Motor Manufacturer N/S MARATHON N/S MARATHON Motor HP 1/2 1/2 1/3 1/3 Phase 1 1 1 1 Voltage 115 119 115 119 Motor FLA 7.2 7.2 6.2 5.0 Motor RPM 1800 1725 1800 1725 Motor Service Factor N/S 1.25 N/S 135 Starter Heater Elements N/S - N/S - Motor Sheaves & Grooves (Bore) 3 3/4 X 1 (1/2) 3 3/4 X 1 (1 /2 ) Fan Sheaves & Grooves (Bore) 5 1/4 X 1 (3/4) 5 X1 (3/4) Belts 4L290 4L280 Fan Ctr to Ctr / Motor Frame 5 1/2 / 48Z 5 1/2 / 48Z mbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: DADE TEST AND BALANCE CORP. Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: 16 of 18 System Equipment Location Area Served EXHAUST FAN DATA SHEET EF 1 -5 ROOF Equipment Manufacturer Model CHEMISTRY LAB TWIN CITY EF 2 -1 ROOF TOILETS / CUSTODIAL Serial Number Type BCJ - SIZE 105 05- 203481 -31 TWIN CITY BCRD - SIZE 120C Wheel Type - FC, AF, BI UTILITY D05- 203481 -5 BI PRV Total CFM - Fan Total CFM - Outlet Total Static Pressure let Pressure 1Discharge Pressure Fan RPM BI Specified Actual 700 718 Specified 1085 Actual 700 718 1085 0.75 0375 1113 1113 * N/S N/S * N/S N/S * 1725 1380 1061 978 Motor Manufacturer Motor HP Phase Specified N/S 1/4 Voltage Motor FLA 1 115 Motor RPM 5.6 Motor Service Factor 1800 Starter Heater Elements N/S N/S Motor Sheaves & Grooves (Bore) Fan Sheaves & Grooves (Bore) Belts Actual Specified Actual A.O. SMITH N/S MARATHON 1/4 1/4 1/4 1 1 119 115 119 4.4 3.0 23 1725 1800 1725 1.0 N/S 135 - N/S - 3 3/4X1 (1/2) 3 1/8X1 (1) 3L260 2 7/8X1 (1/2) 3 3/4X1 (3/4) 3L260 Fan Ctr to Ctr / Motor Frame 5 1/2 / 48Z iiimbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: 9 / 48 DADE TEST AND BALANCE CORP. Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES Date: 8/11/2005 Page: 17 18 EXHAUST FAN DATA SHEET Specified Actual Motor Manufacturer N/S MARATHON Specified N/S Motor HP 1/4 1/4 1/30 Actual FASCO Phase 1 1 1 1/30 Voltage 115 119 115 Motor FLA 5.0 4.2 0.8 1 120 Motor RPM 1800 1725 1650 / 1500 Motor Service Factor N/S 135 N/S 0.4 1650 Starter Heater Elements N/S N/S N/A Motor Sheaves & Grooves (Bore) 2 1 /2X1 (1/2) Fan Sheaves & Grooves (Bore) 4.X1 (3/4) Belts Fan Ctr to Ctr / Motor Frame 3L250 55 / 48Z DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE 0 mbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: System EF 3 -1 EF 3 -2 Equipment Location ROOF ROOF Area Served P.E. STORAGE CUSTODIAL ROOM Equipment Manufacturer TWIN CITY TWIN CITY Model BCRD SIZE 085C CRDD -080A Serial Number D05- 20348 -6 D05- 203481 -7 Type PRV PRV Wheel Type - FC, AF, BI BI BI Specified Actual Motor Manufacturer N/S MARATHON Specified N/S Motor HP 1/4 1/4 1/30 Actual FASCO Phase 1 1 1 1/30 Voltage 115 119 115 Motor FLA 5.0 4.2 0.8 1 120 Motor RPM 1800 1725 1650 / 1500 Motor Service Factor N/S 135 N/S 0.4 1650 Starter Heater Elements N/S N/S N/A Motor Sheaves & Grooves (Bore) 2 1 /2X1 (1/2) Fan Sheaves & Grooves (Bore) 4.X1 (3/4) Belts Fan Ctr to Ctr / Motor Frame 3L250 55 / 48Z DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE 0 mbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: Specified Actual Specified Actual Total CFM - Fan 300 314 75 81 Total CFM - Outlet 300 314 75 81 Total Static Pressure 0.25 * 0.25 * let Pressure N/S * N/S Discharge Pressure I N/S * N/S Fan RPM 979 862 1237 N/D Specified Actual Motor Manufacturer N/S MARATHON Specified N/S Motor HP 1/4 1/4 1/30 Actual FASCO Phase 1 1 1 1/30 Voltage 115 119 115 Motor FLA 5.0 4.2 0.8 1 120 Motor RPM 1800 1725 1650 / 1500 Motor Service Factor N/S 135 N/S 0.4 1650 Starter Heater Elements N/S N/S N/A Motor Sheaves & Grooves (Bore) 2 1 /2X1 (1/2) Fan Sheaves & Grooves (Bore) 4.X1 (3/4) Belts Fan Ctr to Ctr / Motor Frame 3L250 55 / 48Z DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE 0 mbols: * Not always required or applicable; N/A - Not Available; N/S - Not Specified; N/D - Not Determinable Remarks: • DADE TEST AND BALANCE CORP. Date: 7/16/2005 Page: 18 of 18 Project: DOCTORS CHARTER SCHOOL OF MIAMI SHORES System: EF 1 -1, EF 1 -3 AND EF 2 -1 AIR DISTRIBUTION TEST SHEET Terminal Number Dwg Room Number Terminal Type Terminal Size Factor Design FPM Design CFM Final FPM Final CFM Final CFM EF 1 -1 1 TOILET EG 10X10 1.0 300 300 270 270 2 TOILET EG 10X10 1.0 300 300 279 279 3 TOILET EG 10X10 1.0 300 300 270 270 4 TOILET EG 10X10 1.0 300 300 277 277 5 1116 EG 8X8 1.0 110 110 93 93 6 1112 EG 8X8 1.0 110 110 70 70 7 1109 EG 8X8 1.0 110 110 72 72 8 1108 EG 16X16 1.0 900 900 518 518 9 1111 EG 8X6 1.0 130 130 88 88 2560 1937 EF1 -3 1 TOILET EG 10X10 1.0 300 300 328 328 2 TOILET EG 10X10 1.0 300 300 289 289 3 TOILET EG 10X10 1.0 300 300 293 293 4 TOILET EG 10X10 1.0 300 300 309 309 5 1213 EG 8X8 1.0 110 110 120 120 6 1207 EG 6X6 1.0 100 100 110 110 1410 1449 EF 2 -1 1 2108 EG 8X6 1.0 110 110 120 120 2 2107 EG 51/4 X 51/4 0.19 395 75 426 81 3 2109 EG 10X10 1.0 225 225 233 233 4 2110 EG 10X10 1.0 225 225 226 226 5 2109 EG 10X10 1.0 225 225 229 229 6 2110 EG 10X10 1.0 225 225 224 224 v 1085 1113 wmholse * Nnt alwave ro..,, ;,.,,a ...... �..AL'__L9_ _ >,r. Remarks: - Not Available; N/S - Not Specified; N/D - Not Determinable Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/03/2008 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Block: Contractor: SWANK GENERAL CONTRACTOR Phone Number Parcel Number 112136000060 Lot: Phone: (786)255 -1820 Building Department Comments assemble and install student lockers ".({' Passed Inspector Comments vir/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 2, 2008 Page 1 of 2 • Miami Shores Village Buildin g Department artrnent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a3 1,,,,,,J.2.„41 v JAN 2 9 2600 B Y: BUILDING Permit No.CEK" 10 PERMIT APPLICATION FBC 2004 Master Permit No. Permit Type (circle): Building Rdofm Owner' s Name (F ee Simple Titleholder ) V awl) 1 ` / l 1 1 9 L Ph o ne # 565 93 • 2W-7 j Owner's Address City1l State Zip 818 Tenant/Lessee Name Phone # Job Address (where the work is being done City 6'3 aterdreAr 8c,L400J 11501 i\M1 6f1" AVO Zip 5)z�l 66 Miami Shores Village h. County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company - Name Sit° 00 Contractor's Addr V Aral City W'ta 1 5 d d State y NO IP1C Phone #' • - 01`74 k.W N Zip 44903 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 45)961 - ! Mare / ` u ear Footage Of Work: ` "6 -1 6 Ke.0 Type of Work: DAddition Describe Work: DAlteratioa ❑New 0 Repair/Replace D Demolition * * * * * * * * * * * * * * * * ***** ****** *******:x **** Fees***** ***********: u*** ** * * * ************* * *** ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $I Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* CCF$ Technology Fee $ Zoning $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * *+x******* ** ** ** ********* :** * ** * ****** : *** * *** ******** ::*:xa::*** ***** : * **** ***:x***** **** **** ***** *** * **:x*** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue I the absence of such osttd notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thIsV -- day oVii;, p by .af , C 2 who is personally • wn to me or who bas produced who is personally known to me or who has produced as identificati As identification and who did take an oath. NOTARY PUBLIC: Sign: �""t s•7! 1v �, , 281 Sign: Print: L ?QCC �]..;+r+►;,*. +'�_ri _ _ Print: My Commission Expires: My Commission Expires:, �j *** *** ** * **r** * * *** **** * * * *+�*** ****** * ** ***** * * * *** ******* * * ** o-*** *eta **** * * ** **x***** * ** ** ******* * ***r ** LIZETTE GUTIERREZ Notary Public • Mato of Florida fay Commission Expires Dec 8, 201( Cowl:Woo i 00 820291 NailonalNolof►Arao APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning F—+ m c: ter -C, 1- d t -..:,J h, rd 'Y C-4 No � cc.:L1 C°4 ,:z: I..a La W Z y \e.) n Pn 0g two 7.2 \ ctc- 9r /;,54' HIV >oe. Bfl _ .. �l O : 'K P4e�O•• Personally Known or Produced Identification \QOe Verification Pursuant to Section 92.526, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. This Ins ant Name Address ituka.A, 90IGH s).3 Tax Folio No. 1 1 )l 31066 ( NOTIC OF OMMENCEMENT • Permit No.0 .0 85 17 a STATE OF COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in thls Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) o -kO.�a G . . SCA °0L l 1301 -AA) 5 AvL 2. General description of improvement: LmtctA, -QA) si' .11 SAS, X31 b(8 3. Owner information a. Name and address: > a ' -� b. Interest in property:'` 5� U )� ` 1 ��b JV eC.� c. Name and address of fee simple titleholder (if other than owner): [/(J- a(SW v 33 r3 4. Contractor: a. Name and address: b. Phone number: SWflJot G ,,,f t 4) \- V4 Q 5. Surety P Sox. ) JSS Hb s 0.0s) Ft 33090 a. Name and address: b. Amount bond $ \ V-k` 01 SC_ 1 8>� ©1 c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Authorized Off(cer /Dir ctor Partner /Manager Signatory's Title /Office The f egoin,Q instrument was acknowledged before me this'J! �Tday of /flag ,ZGY% year) by %O '`• (name of person) as 7b1 of authority, ...e.g. officer, trustee, attorney in fact) for _(name of party on behalf of whom instrument was � 995 =►_ ���' MpN1CA�S8 #D04� MM1SStON 20ag Signature f' otary Public �Xp1Et' ,Octonbe02� eain�s Print, Type, • :m. .. .o, nd�Noary Commission Number TO 11A, tate of Florida stoned Name of Notary Public Signature of Natural Person Signing Above Miami Shores Village dry+- Building Department p ()( U31 10050 N.a2nd Avenue, Miami Shores, Florida 33138 caAittj BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Rbofmg Owner's Name (Fee Simple Titleholder) 1 l 1 1 i PJ - 6 £ 1,(1in : Phone # 30C-19C- 2 2 01- Tel:' (305) 795.2204 Fax: (305) 756.8972 Permit No. CC_ © "r Master Permit No. Owner's Address )"/CI, M ,' S Vi State (' Zip 3 3 T3 8 City Tenant/Lessee Name T30 06 /Lid (1141/t C,n S C A(0 Phone # 'SO ¶ 7 Job Address (where the work is being done) /1361 .4) LL) ( T AV ( // City Miami Shores Village ' County Miami -Dade Zip 373 1 'b C� V FOLIO / PARCEL # Is Building Historically Designated YES NOS Contractor's Company Name ).fiat )1 Z . ConilAanhone # Contractor's Address ) CdQ(4 ,tJj,,,) l A,/ L, City ,-1t)./1/ C's A- ri.A State k., Zip 330.15'0 Qualifier Name SLR., SU.) fj.. j1C_.. Phone # S� State. Certificate or Registration No. ( (- e, (S 11 . (89-3-6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition QAlterat Describe Work: A m cLAA.,49t <c., ett �° LMtiuit. Go cic . ew 0 Repair/Replace ❑ Demo 'tion (0 of OA) 1t d., t - * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * **e** pees************* * * **** ** *** *** * * * ** * * * * * ***** ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee l$ Technology Fee $ Scanning $ Radon $ DPBR $. Bond $ Code Enforcement $ Double Fee $_ Structural Review. $ Total Fee Now Due $ See Reverse side - CCF $ CO /CC Zoning $ Bonding Company's Name_(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FTFCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector: Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: DOCTORS CHARTER SCHOOL Contractor AMERICAN WALKWAY COVERS Permit Type: Awnings /Canopies/Tents Inspection Type: Awnings Work Classification: New Block: Phone Number Parcel Number 112136000060 Lot: Building Department Comments Friday, January 27, 2006 Page 1 of 2 Passed u,/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2001 Permit No.i3PC15— 1 t G, Master Permit No. F7FC4 - (ado Permit Type (circ ): Building Electrical mbing Mechanical Roofing Owner's Name (Fee Simp / j SHoes5 V l LLA -Gfs Phone # (7D5) 1q - Z2-01 Owner's Address 1005Q )`jE 2 SS 4E. City MiArt(t SfloPfs State F_ Tenant/Lessee Name N /A Zip ?� Phone # 1J /441- Job Address (where the work is being done) 1 ( -O 1 N LO ..)-1-( Aa City Miami Shores Villa a County Miami -Dade Zip 3' (6 S Is Building Historically Designated YES NO Contractor's Company Name Aosier,A-o WALr! I,t2 Y \Jc 5 Phone # Contractor's Address 102)1 Ni gel � j �D, 9,----. City A-AF C-4F{ Stater Zip 7 Qualifier lcte-i F', .JI Djj6S (;)A.)- °r'iz- 9-i�a- State Certificate or Registration No. CC1 OA O�Qa Certificate of Competency No. Architect/Engineer's Name (if applicable) S(a( Luis, ;,DEL(t Phone # $ Value of Work For this Permit 44/ cfp.. Q() O5") 44' -4 :9 Square Footage Of Work: 6(Z Type of Work: []Addition DAlteration {New ❑ Repair/Replace Q Demolition Describe Work: 1li(STA'i.t,A ok) OF . ;1-IM MO/U. 014cLK -WrA C7 \JE 4, 1...-!;:fir: vl Submittal Fee $ Permit Fee $ jrrav CCF $ Notary $ Training/Etion Fee $ Techngy Fee $ Scann g$ Radon $ Zoning Bond $ Code Enforcement $ Structural Nan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip ---tt__ lot Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced Signature Contractor The foregoing instrument was acknowledged before me this , day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: My Commission Expires: #**+k******+ k**# ****# ********+ k+ k*+ k****# **+ k****** ****** ***+ k# *******+ k**** *****ik**# *+ k+ k****** ***+M*+k********* *** **** APPLICATION APPROVED BY: Chc 05/13/03 b/� Plans Examiner v Engineer Zoning 10/20/2005 13:46 9549773786 AMERICANWALKWAYCOVER PAGE 02/03 Oct 17 2005 10: 02RM HP LRSI =RJET FAX p - e Miami Shores Village Building Department #0050 N.E.2nd Avenue, Miami Shores, Florida 33138 (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. 5PO4 ' (016t:, Permit Type (circle): BuilbBo g Electrical Plumbing Mechanical Roofing Owner's None (Fee Simple Titleholder) a+_— Phone # C 71S- ZZO'7 Own&aMdrese 1 �O 14 `LO► lA%t city staca � zip 31,115e. Te anr/1esseeNante tJ �_ Phone # Job Address (where the work is being cbno)_ 11U,1 & STNI At 0. City Mia ttil ores V 1 _ Couzu , Miemi-Dade Zip ' a514/3 b Building iiirtoaieiuy Designated YES NO 14 Contractor's Company Name,,. rvtl. ('. / e /�L �tJ/� !� �'Od�.,�t�S. m ono fit 959- 9 7a - yr Y7 Contra 'sAddrem / N4e7'/ /q,' 'f 33bd Si0-4c'r - Ciwi r � ' , o ' .. S t a t e AZ. Z+A—.. 3 DG, 9 Qualifier Architeet/Bnginea's Name (it applicable) 3pil.LnS I &tylbEi. 6( Phone 0 $ Valwe of Work For this Permit r 5 V4. fb Square rootage Of Works 56, Type (Mork: °Adddition • °Altetatioe ,-Now 0 Repair/Replace 0 Demolition � DesetibeWork $SIW -LL,e €»v t.00.0. A wgC w y Car/. .$ t•***k4Arr* *r *w *IV** *Mt*** t* s}' oesiAA•**********A *4i• ***1**,lM *** Submittal Fee $ Perarnit Fee 3 CCF S Notary $ Training/Edttcatioe Wee S Technology Fee S Scanting $ Radom S_ Bond S Cade Enforcement S Structural Plan Review, $ Total Fee Now the (Continued on opposite Side) .. 10/20/2005 13:46 9549773786 AMERICANWALKWAYCOVER PAGE 03/03 Oct 17 2UUb 1 U t Ue'HM HP LNtit,KJt: 1 1-Mr; r' • ,� R Bonding Company's Name (ifapplicable) Bonding Company's Address City State Z p Mortgage Lender's Name (ifptppllcabl 144 Mortgage Lender's City State Zip Application is hereby made to obtalin a permit to do the work and installations as indicated. I certiiY that no work or installation has cansm:need prior to the lesu ntos of .r+ permit and that ail work will be performed to meet the standards of all laws regulating construction in this juristfiction. 1 tvtd stand that a separate pennk must be secured for ELECi[RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOUJIRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Af1DAVTF: I eertfI r that all the SSregoing information Is accurate and that all work will be dons in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM:MCEMENT MAY RESULT IN YOUR PAYING TWICE FOR LMPItOV).r.MENT3 TO YOUR PROPERTY. IF YOU MEND TO OBTAIN RNANC1NG, CONSULT WITR YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM MENCN1ENT." • Notice so Applicant: As a condition to the issuance of a building permft with an estimated value exceeding 12500, the applteant must premise in good faith that a copy of the »Witte 90' commencement and construction lien law brochure will be delivered to the person whose property is subject to atraclmtent diko, a certified copy cf the recorded notice of com mencernent moat be posed at the job site fir the first inspection whiolt seeurs seven (7) days qfter dire beading permit a issued In the absence of such ported notice, the impaction will not be approved a rtrinspcepbnfee will be charged. Signature Owner oe Agent . The ibrregoing inettuatcnt was aelmowiedged be rote me this 63' of - 20—,bY..._ who h perm:naay known to me or who has produced�� As identification and whcu did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Zzpircv: se*.ba My Commission Expires: (Certificate orCompetanc), Heider) ACter The 'ng Instrument was al lodged bele° me this days' ZOO €12o is personally known rom4rwho hnspro(Wced As identification and who did take an co*. NOTARY PUBL _ : Sign Print: State Certificate or Registration "No Certificate of Compatcnoy No.�„ **** ***** **•••••• ►• ***** * *+► * *0***** wren ****sNrr**wsies«ssessWNeressesse. sekssFgeascs eesioessee****4e APPLICATION APPROVED BY; Gte IOfl4JD3 Plans Examiner Engineer Zoning • • •. .• • • • •. • • •. • •. • • BUILDING ' •' Miami • Shores Village ••• •�ui���ng Department • 10050 N.E.2n'd Avenue, Miami Shores, Florida 33138 Tel: C305).725.2204 Fax: (305) 756.8972 • • • • • •••• • • • • • • • • • • • • .. • • • • • • • • • • • • • • ••• ••,,•• • • ••• • • PERMIT APPj.,WATWN FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) • • 1 • • • • • • • • • • • • ••• • •• • _. • ••• •• Electrical • • �To. °i \4G Plumbing 'tip" hanical Roofing LPhone # (05) 795-220c1 Owner's Address 10050 11E Z1/414> '' A;.1s. City 4,etvtAt SHOES State FL-. Tenant/Lessee Name 14/A Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Zip Phone # Contractor's Company Name A MeletC t4 YV14 L AA N( _..tAie.4e s Phone # Contractor's Address «J 1 '1W ?J i4'G> STtre -r Ci FL- Zip . � 0(4 . City _e State Qualifier Zip �9 1) R72. -414* State Certificate or Registration No. I _3 07 314::, Certificate of Competency No G (C / C 0832' Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: EAddition Describe Work: alf6ne # )dk4, D00. ❑Alteration COPT [New 95-'71- 753- 73a`ii Square Footage Of Work: ❑ Repair/Replace COu r'(AgY7 \NAL.KYVA`(. N 1 a ['Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ , l 32 CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ Structural Plan Review. $ Submittal Fee $ . Notary $ 1 Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 6110 • • • •110 • • • •0• • •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • ..• • • •• •• • • • • • • • • • • • Mortgage Lender's Name (if applicable) Mortgage Lender's Address INS/A 0011 • • • • ••11•• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • - • • • • • • • ••• • • • City State •• ••. •• • i • •• • • • • • • • • • • Application is hereby made to obtain a permit to do the work and installations a's marceated.. I certdy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before meet- his' /'0 " day of s �T , 2005, b E a..JOAIES, who i� personally known to me�or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Expir ev. JANET A. BURTSCFIEN MY COMMISSION # OO 056759 lg * * * * * *_. r * * * * * * * * * * * * * * * * * * * * * ** f/e Plans Examiner Engineer Zoning FIECelIVE SEP462R'it 10531-0( Reviewed kw Slizrniellen Orgy. by °`° 1 Data s oS Iris submittal hits been reviewed for general cantraot earnollance. Snb contractorNendor is responsible for fled measuring end ad dimensions. No ins from thetontrest recukoments shall be made unless written request for wool of the specIfia deviations is made at the tine of submission by SubcontractorNendor. Review of the submittal by Architect Engineer and Contractor does not relieve the Subcontractor/ Vendor of compliance with ail the contract recruirements urn specific written approval is provided by Architect/Engineer based on SubcontractorNcndor'e written request for JAMES A. CUMMINGS. INC. 439 CHAT)1w-S--Ncikv �- CIiY ANai OPY epos-Hi-up. exttOR i, RWEINED,140 ... R` EINED EXCEPT 3 ROEWED EACERTTONSESOME C • REJECTED RESUPAISMCBTREQUIRED C5 NFORMA,ONRECENED. TOREVIEWREQUIRED, IRS RE 'v Env IS ;OR THE LIMITED PURPOSE OF CHECKNO cOR y RA: CONFORMANCE WITH INFORMATION `NFAN7 NE DE; !,v CONCEPT E AMMO IN THE CONTRACT CON' RACTJR SHALL Be RESPONSIBLE FOR ,I.N. AND COORDINA ",NG THE ACCURACY iNDN OM PLETENl1CT'i NS D:N,ENS ONS AND OUANT:TIES FOR SUBS AstLLASATIOCO RUC MANGE T1400S OR AE at LL AS A:L CONS T$4E ARCHITECT'S NOTES AND C ODETUC£5 AND TRACT ORES T RELIEVE THE COMMENTS ON G(iNfRACiOR'S SUEAtlifA1.SUD1t0 CONTRAG'OR FROM COMPLIANCE WITh IFfe g ACT DOC.;:IENTS. REFER TO SPECIFICATIONS - F . TO SifflM a .• tva a ■ MIAMI SHORES CHARTER SCHOOL MIAMI SHORES, FL -33168 Aluminum Walkway Canopy Design Calculations \z, K.Venkatesan, M.S., P.E FL.PE # 42793 1204 N.W.89th Drive Coral Springs,FL -33071 Tel: 954 - 753 -7324 Fax: 954 -753 -5983 Project Name: MIAMI shores Charter School Location: Miami Shores,FL -33168 By: K.V Start Date: 5/11/2005 Comments: MIAMI shores Charter School May 11, 2005 ASCE7 -98 Local Information Wind Dir. E • • sure 1 2 3 4 Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses Toad combinations from ASCE 7. Wind Loads on Structures 2002 — [1.6] Copyright ® 2000 SDG, inc. Page 1 of 6 MIAMI shores Charter School May 11, 2005 Section - Main Section Enclosure Classification: Partially Enclosed Building Category: 111 Wall Length(ft) Overhang(ft) 1 120.0 2 12.5 3 120.0 4 12.5 0.0 0.0 0.0 0.0 Eave Height: 15 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Monoslope Roof . Slope(:12) A 3.0 ASCE7 -98 Wind Loads on Structures 2002 — (1.6] Copyright ® 2000 SDG, Inc. Page 2 of 6 M1AMl shores Charter School May 11, 2005 Composite Drawing 2 1 A 3 4 ASCE7 -98 Wind Loads on Structures 2002 — [1.6] Copyright 0 2000 SDG, Inc. Page 3 of 6 MIAMI shores Charter School May 11, 2005 • ASCE7 -98 Components and Cladding Input Component Description IWaluRoof!Surface LabellZonelSpan(ft) Iwidth(ft) IArea( ) roof Roof 2 120.0 3.0 4800.0 roof Roof 3 3.0 3.0 9.0 roof Roof 114.0 9.5 4332.0 Wind Loads on Structures 2002 — [1.6] Copyright ® 2000 SDG, Inc. Page 4 of 6 MIAMI shores Charter School May 11, 2005 ASCE7 -98 Components and Cladding Output Component Description Surface IZone Iz(ft) Iq(psf) IGCp IGCpi IExtPres(I iNet wd +GCpi (I 'Net wd -GCpi (ice, roof roof roof 2 16.6 46.2 0.30 0.55 13.9 - 11.6 39.3 16.6 46.2 -1.20 -55.4 -80.9 -30.0 3 16.6 46.2 0.40 0.55 18.5 -6.9 43.9 16.6 46.2 -2.90 -134.0 -159.4 -108.6 1 16.6 46.2 0.30 0.55 13.9 - 11.6 39.3 16.6 46.2 -1.10 -50.8 -76.2 -25.4 Wind Loads on Structures 2002 - [1.6] Copyright ® 2000 SDG, Inc. Page 5 of 6 MIAMI shores Charter School May 11, 2005 ASCE7 -98 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface 'z (ft) I4 (ice) IG ICp [GCpi IExt Pres (psf)INet w/ +GCpi (psf)INet w/ -GCpi (psf) 1 Side Wall 16.6 46.2 0.90 -0.70 0.55 -29.1 -54.5 -3.7 2 Leeward Wall 16.6 46.2 -0.20 -8.3 -33.7 17.1 3 Side Wall 16.6 46.2 0.90 -0.70 0.55 -29.1 -54.5 -3.7 4 Windward Wall 15.0 45.3 0.90 0.80 0.55 32.6 7.2 58.0 16.6 46.3 33.3 7.9 58.7 18.1 47.1 33.9 8.5 59.3 A Roof 0 to 8.3 * 46.2 0.90 -0.90 0.55 -37.4 -62.8 -12.0 8.3 to 16.6 * 46.2 -37.4 -62.8 -12.0 16.6 to 33.1 * 46.2 -0.50 -20.8 -46.2 4.6 33.1 to 120.0 * 46.2 -0.30 -12.5 -37.9 12.9 * Distance from windward edge. Wind Loads on Structures 2002 -- [1.6] Copyright ® 2000 SDG, Inc. Page 6 of 6 MIAMI SHORESCHARTER SCHOOL VisualAnalysis 5.10.demo Report kCompany: Courtesy of !XS Engineer: Free Evaluation Unsaved Project Nodes Noce X Y Fiat DX Fix DY Fix RZ ft ft Ni 0.000 0.000 Yes N2 12.000 0.000 Yes N3 24.000 0.000 Yes N4 0.000 11.000 No N5 12.000 11.000 No N6 24.000 11.000 No Yes Yes Yes Yes Yes Yes No No No No No No Nodal Supports Node Fix DX Fix DY Fix RZ N1 N2 N3 Yes Yes Yes Yes Yes Yes Yes Yes Yes Member Uniform Loads 1 Load Case Member Direction Offset End Offset ft ft Magnitude Dead loads Dead loads Live loads Live loads Wind loads Wind loads M1 M2 M1 M2 M2 M1 DY DY DY DY DY DY 0.0000 12.0000 - 18.7500 lb /ft 0.0000 12.0000 - 18.7500 lb /ft 0.0000 12.0000 - 187.500 1b /ft 0.0000 12.0000 - 187.500 lb /ft 0.0000 12.0000 - 506.000 1b /ft 0.0000 12.0000 - 506.000 1b /ft Member Point Loads This item is empty. Check the selection state, or report properties. Nodal Loads This item is empty. Check the selection state, or report properties. Member Min /Max Forces Extreme Item Member Result Case Name Offset Fx Vy Ma ft lb 1b lb -ft Max Axial M2 Max. Mz M2 Max Vy M2 Min Axial M2 Min Mz M2 Min Vy M2 Wind loads First Order Wind -X loads First Order Wind -X loads First Order Wind -X loads First Order Equation Combination 1 Fi Wind -X loads First Order 0.00 15.66 318.0 -3624 6.48 -161 55.83 6137 0.00 -161 3334 -4848 0.00 -161 3334 -4848 0.00 -45.3 1844 -7163 12.00 -161 -2737 -1263 Nodal Reactions -1-Wed May 11 21:51:47 2005 Result Case Name FX FY NZ ib ib lb-ft N1 Dead loads First Order N1. Envelope +Extreme Max N1 Envelope - Extreme Min N1 Equation Combination 1 Fi N1 Live loads First Order Ni Wind -X loads First Order Ni Wind loads First Order N2 Dead loads First Order N2 Envelope +Extreme Max N2 Envelope - Extreme Min N2 Equation Combination 1 Fi N2 Live loads First Order N2 Wind -X loads First Order N2 Wind loads First Order N3 Dead loads First Order N3 Envelope +Extreme Max N3 Envelope - Extreme Min N3 Equation Combination 1 Fi N3 Live loads First Order N3 Wind -X loads First Order N3 Wind loads First Order 6.90 151.4 -25.2 222.8 3785 -739 222.8 3785 -739 222.8 3785 -739 54.14 896.4 -198 -15.6 -318 -19.7 161.7 2737 -515 0.00 382.1 0.00 -177 6741 727.6 -177 6741 727.6 - 177 6741 727.6 0.00 2707 0.00 177.4 3652 -727 -177 3652 727.6 - 6.90 151.4 25.28 -45.3 729.8 243.3 -45.3 729.8 243.3 - 45.3 729.8 243.3 -54.1 896.4 198.3 -161 2737 515.6 15.66 -318 19.70 -2 -Wed May 11 21:51:47 2005 Live load Dead load ALUMINUM WALKWAY COVERS = 30 PSF = 3 PSF Wind load as per ASCE 7 Design wind load = 80.9PSF Hydro shield 635 specification from AMERICAN WALKWAY COVERS CATALOG 6" Wide x 3.5 " High Wall thickness: 0.080 in 3 4 Section Modulus = 2.06 in , Moment of Inertia = 3.60 in Allowable load 13' Span 14' Span Stress limit Deflection limit 122 PSF 48 PSF Wall thickness: 0.060 in 105 PSF 39 PSF 3 4 Section Modulus = 1.5851 in , Moment of Inertia = 3.0710 in Stress limit Deflection limit 91.5 PSF 36.0 PSF Maximum span = 13'-3" Maximum load = 80.9 PSF 78.75 PSF 29.25 PSF Allowable load for 13' -3" span = Stress limit = 88.31 PSF > 80.9 PSF Deflection limit = 34.31PSF > 30 PSF O.K Deek Fastener : # 12 S.S Screws with Neoprene washer . Two per pan per beam. Uplift force per pane at each end = 80.9 x 13.25 x 0.5' x 0.5 = 268 # Allowable pullout value for two screws = 2 x 200 # = 400 # > 268 # O.K BEAM DESIGN CHECK Beam size = 8" deep x 4" wide x 0.125/0.190 wall thickness 3 4 Sx = 8.03 in I x = 33.6 in Dead Load = 3 psf Live Load = 30 psf Load on the beam = 33 psfx 13.25'X 0.5 = 219 # /ft Maximum span of beam = 12'-0" Maximum bending moment = 219 x 12 X 12 = 3942' # 8 Maximum bending stress = 3942 x 12 -------- --- --- = 5.89 KSI < 15 KSI 8.03 Based on Uplift = 7163 x 12 «-- --- = 10.71 KSI < 15 KSI 8.03 4 Maximum deflection = 5 x 536 x 12 x 1728 = 0.74 In 384 x 10000 x 1000 x 33.6 Allowable deflection = 12 x 12 - -- = 0.80 In > 0.74 in O.K 180 BEAM DESIGN CHECK Beam : B1 Beam size = 8" deep x 4" wide x 0.125 /0.190 wall thickness 3 4 Sx =8.03 in Ix =33.6 in Dead Load = 3 psf Live Load = 30 psf Wind load = 80.9 psf Load on the beam = Varies from to 0 to 80.9 psf max = 80.9 x 18.25 x 1/2 = 738#/1.ft Maximum span of beam = 18'-3" Maximum bending moment = 0.12383 x 738 x 18.25' = 1667.80' # Maximum bending stress = 738 x 12 ---- - - - - -- =1.102 KSI < 15 KSI 8.03 4 Maximum deflection = 5 x 274 x 18.25 x 1728 ------------------ =1.89 In 384x10000x1000x33.6 Allowable deflection = 18.25 x 12 ---- -- =1.2 In < 1.89 in Not O.K 180 3 4 Use6x8beam Sx =13.04 in Ix =52.14 in Maximum Deflection 4 = 5x274x18.25 x 1728 = 1.2 in = Allowable O.K 384x 10000x 1000x52.14 COLUMN DESIGN CHECK 4 x 4 x 0.125" Column carrying capacity: 2 4 3 A = 1.9375 in M.I = 4.85 in S= 2.42 in L= 11x12 =132 in L/r = 132 / 1.58 = 83.54 From Aluminum specification table 3.3.27 Allowable stress = 51000 51000 --«« -- = ---- - = 7.30 KSI 2 2 (L/r) 83.54 Allowable load = 7.30 x 1 .9375 = 14.16 K Maximum load on the column = 3785# Maximum bonding = 739' # P/A = 3785 / 1.9375 = 1.96 KSI M/Z = 739x12/2.42 =3.67 KSI 1.96 + 3.67 -- ---- -- « ---- -- = 0.26+ 0.24 = 0.50 < 1.0 O.K 7.30 15 r =1.58 in Aluminum Angle Design Check: Angle Size = 4" x 4" Load c o m i n g to t h e a n g l e = 33 p s f x 13.25' x 0.5 = 219 #Lft Overturning Moment = 219 x 4/12 = 73' #/Lft Resisting moment available with one 3/8" S.S.Bolts at every 24" o.c = 2385 x 2/12 = 398'#/ Lft > 73' # F.S = 398/73 = 5.45 O.K Using 4" x 4" x'A" Aluminum Angle Thickness of Angle Required = t = 4 V e u v f b Y I 4x73x2x2 ---------- - ----- = 0.11" = 0.25" 0.9 x 25000 x 4 Provide 4" x 4" x 0.25" Angle with one 3/8" S.S.Bolts at 24" on caster Base connection check: Bolt Tension Bolt Shear = 6471 # = 223 # Using 3/4" HILTI —HVA THREADED ANCHOR SET IN EPDXY 3000 psi concrete footing with a minimum of 7" embedment into concrete. Allowable pullout = 6680 # > 6471 # Allowable Shear = 4800# > 223 # Anchor Ratio = 6471 233 + ---- -- = 1.0 = 1.0 O.K 6680 4800 Column base connection: Column base is connected to a column mount bracket with two W' dia S.S Bolts 2 Dia of bolt =' /2" Area = 0.196" in Allowable shear = 0.196 x 21 x 2 = 8.24 K O.K Beam — Column Connection : Vertical uplift force = 6471 # 4" x 4" x 3/8" plates is welded and connected to beam with four 3/8" S.S.Bolts Weld length = 4 x 3 = 12" 1/8" thick weld resistance = 1/8" x 5 K/in . in = 0.625 k/in Total weld resistance = 0.625 " x 12" = 7500 # > 6471 # O.K Allowable tensile stress per A -325 Bolt = 40 KSI 2 Allowable tension for four 3/8" dia. bolts = 40 x 0.11 in x 4 = 17.6 K > 6.471 K Footing uplift resistance check: Weight of footing = ((1.33' x 3.5' x 12.0') + (0.33' x 2.75' x 12.0'))150 = 10012.5 # Maximum column uplift per column = 80.9 x 13.25' x 0.5 x 12' = 6431 # Factor of safety = 10012/ 6431 =1.57 > 1.5 O.K Concrete Bearing Column Base: M = 739'# = 8.9 in K Moment Arm = 2" max TorC= 8.9/2 =4.45K 2 Concrete Bearing area =1 x 4 = 4 in Bearing Stress = 4.45/4 = 1.12KSI Using AISC Section 1.5.5 Allowable bearing stress. Concrete Bearing Strength F = 0.35 f` Al < 0.7 f p c c F =0.7f` p c = 0.7 (3000) = 2.1 KSI Minimum 28 Day Strength of Concrete is 3000 PSI. STANDARD SPECIFICATIONS svaltaveyawees or canopies shall be entirely made HMS* STANDARD FINISH shall be satin a' nocitynci 204-RI, rier;z- • of anodlzed aluminum extrusions. Understructure shall consist Aluminum Association Specification A-lvt-10C-22A-21. -„,:- of heIt-ar welded one-piece rigid bents and the deck of HAI?DcOATbronze or black color anodizing sheltie per AA-M- ,,'- interlodd ,enodized aluminum extrusions. The structure --Mien 1002A-42 on 1(8-45 controlled billet, color to be selected. , e capable °fixing walked upon and of suetainingsevere icing.„.;,,:_iiiiiii,NT,EDmwii\amitroiFIchisal; a consist 0? b. aoverked chromaacrYikteeconvenamio'-- tbric hall, and hurtidone winds. _ _2_ .. — .,..,. 4.--.44eitutts PrEgigalin------ . 4n-9. fascia Deign; after aolVentdeaning, \ : AN sictions shall be 6063 alloy heat-treated to a 0°40k°' one of vinyl ' - - *- - wash-etch pilnier @A #126-860) t=6- temper DedtAcrews shall be type 18-8 stainless stetei3Ott,-.a---y08.7..inirdnunt,c0ating of in- graili, twa-paq 4 . sealed with a neopinite '0' ring heneatiistgirdet4lieelf trIOV' polyurethane for imaximum ' abrasive resistartre--and .,------ rivets may be alumintrin. 401p-coat of cleaeadylie 'enertiettilii :!--`,.:..inaintalitability-f- - -- , _ „ insulate column endstfrinrelectrolytic read:Inn „;witii,00nt..... shall be 3:1 Portland cement to masonry 'sand; iogot----15INIENSIONS: Contractor shall field-confirm bent location 11141ERAL DRAINAGE Water f19,0 directed from the deck to ------- ;,,-;,---,--..------,- '--- ffl'presslve strength. - \ dimensions and eleivationas shown Orkshop drawings prior to ,.. . fabrication by AmericanAfallovay CciverS-4..LC. beams and columns, as indicateil4ithe draivings,Ter discharge. : ERECTION: Sleeves (styrofoam 101001f0U18) 8#411 be furnished by out s'weepholeS" at ground level. .- , '-i. '. American Walkway Covers and set by , CeifiniAl Contractor ., installagOoshall be scheduled *begin after-ell adjnceirtroofing ,bittftiketsenitucrioN: Anodized beams!nd columns shall be and masonry have been completed. Coricrete footings, anchor leiteriC welded Into rigip one-plece units inthe manufacturer's ' bolts and/or flasidng, where reqtdred, shall be by others. Bents shill 4e--carefully aligned Prior to groutinedowntoueeolumn Iftiedori, shall be grated to lower edge- of ''WeePholen; • plant. ROOF DECK: Extruded, self-flashing deck sedlorts Inter! o k deflectors shall be installed after grOuting Alt ,deck eridS at into a composite unit, spanning double-bays f� superior beam joints shall be capped as detailed. Butt and miter joints • loading. Deck shall be staked into a camber suffid off-set ; shall tetkinA workman-like manner. deadtoad de n and to cause,positive drainage -'ompans over 15'-0°. trg Vial! consist ofdn abrupt local deforrn)stion • Of ciedOodt metal, each stake having a sheRryalue 1n excess of • 350 lbs. APPROVAL: , - , ,-, . approval - by the architect must be obtained 10 da •-....prior to bid opening. Interested ,-..., manufacturers- must furnild‘full details of proposed product, engineering calculations' Ortyll )sections involved, physical \ samples of all shapes, and a Ii8tnstaIlatLons similar in size -- \and design. , HveresWhi 825 r wide x 2S" high CI ir )91t/ . 8' _ p1 , 11 A E.. 9 A li sim 6' 7' 8' 9' 10' siatu 320 235 180 142 115 145 120 N. 070 86 I Weston 102 65 43 30 22 lvdrasileN 5.0 5" wide x 3.5" high 5 . rg sPan 1 •k v n't -: " Span 8' 9' 10' I 1 ' 12' 13' 14' $ 143 Stren Unit 226 179 145 120 100 86 74 Ddectim Limit 62 weak/nun* 136 95 70 52 40 32 25 1108Wohl 4= IN 635 4" wide x 35" high 6" wide x 3 .5" high 1 . .-k 1 g 5; ti ti - X 51 sPan 12' 13' 14' 15' 16' 17' 18' 4" or 6' 080 6 Stress ungt 143 122 105 91 80 71 63 82 73 Ddectim Limit 62 48 39 32 26 22 18 Malabo 545 5" wide x 4.5" high 1 •-• 5 - v 1 ,, 1 5 a ti. San 12' 13' 14' 15' 16' 17' 18' 5 - 06S — sliv: 164 140 121 105 92 82 73 Defiecdmumit 91 71 57 46 38 32 27 lvrW 880 6" wide x 6" high 6- sPan Sus Limit 16' 17' 18' 19' 20' 21' 22' 160 142 126 113 102 93 85 Maud= Limit 89 74 62 53 45 39 34 Table shows allowable loads (lbs. per sq. ft.) All extrusions are 6063 T-6, Safety factor of 2.I.Yield: 31,000 psl. Uhirnate strength; 15,000 pik' Figures based on breaking deck at alternate bents. 0 ViriAnALAMERICANWALKWAY.COM ho' MECHANIC L UNDERSTRUCFURE ucts are designed and engineerdc , t exceed uplift as certified by independent testing laboratori AMERICAN WALKWAY columns 8x.,1.83 & = 258 Ix-3.71 Bt =446 .125 4X3 4x4 54.1478 ix = 7888 .188 • 10x6 DEOCWID7H 6' >r 10' 12' 14' 16' 18' 20' 22' 24' 1 4x3/4x3 5,134 3.565 2,680 2,110 2 6x4/4x4 10,338 7,384 5,680 4,544 3,725 3,104 2,587 2,192 3 6x4/6x4 12,950 9,250 7.115 5,692 4,666 3,888 3,240 2.746 2,367 4 864!4x4 14,589 10,727 8.513 6.978 5,815 4.928 4,248 3,694 3,212 2,818 5 8x4/6x4 17,506 12,872 10,135 8,108 6,922 5,867 5.058 4,323 3,726 3,240 6 8x418x4 20,657 15,189 11,960 9.724 8,103 6,867 5,920 5,148 4,477 3,927 7 6x6/6x6 16,330 13.090 11050 9,640 8,590 7,760 7.100 6,560 8 1066/6x6 25,430 19.800 16,460 14,090 12,430 11,180 10,180. 9,340 8,690 8,150 9 10x6110x6 33,520 27,000 22,830 19,900 17,730 16,000 14,660 13,440 12,460 11,630 �e788 3135 .190 .131 .190 • • 8x4 8X4 Sx 821 ix - 2483 .188 1 483/4x3 3,899 2,954 2,308 6x414x4 8,340 6,318 4,936 3,785 3.004 2,612 2375 2,262 3 6x416x4 9,258 7, 014 5, 480 4,246 3,397 2,954 2.685 2,558 2,436 4 82414x4 12,855 9,739 7,609 6. 136 4,989' 4,123 3,465 2,962 2,533 2,220 5 8x4/664 14,194 10. 753 8, 401 6,830 5,553 4,589 3,856 3,296 2,841 2,470 6 86408x4 16,749 12,689 9,913 8;059 6,553 5.415 4.550 3,889 3,352 2.915 7 6x6/6x6 15,730 11,780 9,440 7.900 6.800 5,970 5,330 4,820 8 10x6/6x6 25,570 19,940 16.530 14.240 12,580 11,180 9,920 8.910 9 10x611086 29,690 22,360 17.990 15.090 13.000 11.450 10,230 9,250 8x =1384 ht =52.14 .154 8c = 72.14 Ix= 11073 .188 /.300 / • • 10 x 8 MIKA 4' 6' 7' 8' 10' 11' 12' 14' 15' 16' DMA 1' 1' 15 2' 2' Z5' 3' 3' 3.5' 4' 1 4x31483 11,918 8,277 6323 4,800 3,952 3,239 2399 2 6x4/4x4 25,581 18,272 14,055 11,244 9,216 7,680 6,508 5410 4,921 4.394 3 6x416x4 26.456 18,897. 14,536 11,629 9,532 7,943 6,731 5,803 5,089 4,544 4 864/4x4 33,443 24,591 19363 16,002 13,795 12,317 11.300 10.561 9,963 9.489 5 824/6x4 37,059 27,249 21,456 17,732 15,286 13449 12,522 11,703 11,040 10.514 6 8241864 43,729 32,154 23,318 20,924 18.038 16,105 14,776 13,809 13,027 12,407 7 6x6/6x6 24,500 24.530 20,520 17,790 17,710 15,695 14,150 14,050 8 10x616x6 38.360 38.590 31.695 27,080 27,170 23,830 21,300 21,340 9 1066/10x6 49.920 49,720 41.730 36,240 35,880 31,835 28,710 28,370 DBM.A 5' - 6' 9' 10' 12' 13' 15' 16' (8' 20' 10T4.8 1' 2' 1' F . 2' 3' 3' 4' 4' 4' 1 4x3/ 4x3 5,979 4,983 3,691 2,977 2,481 2,130 2 6x414x4 12,403 10,336 7,656 6,174 5,145 4,039 3.606 3.339 3.092 2,863 3 6x4/684 14,031 11492 8461 6,985 5,821 4,660 4.161 3,853 3,567 3303 4 8x414x4 21,021 17,518 12,976 10,465 8,720 7,638 6,820 6,046 5,598 5.183 5 8x4/684 22,855 19.046 14,108 11,377 9.481 7,986 7,130 6,612 6,122 5.669 6 8x4/8164 26.968 22,473 16,647 13,425 11.188 9,423 8,413 7,802 7,224 6,689 7 6x6/6x6 17,140 14,380 12.040 10,110 8,920 8,170 7.520 6.860 6,300 8 10x6/6x6 30,280 25.370 21,100 17,680 15,540 14.300 13,190 11.995 11,000 9 10x60026 33,225 27,830 23,325 19,565 17,260 15,805 14.520 13,240 12,160 WWW.AMERI V, 1 .. ,n .Ai� 0.060" /1 Area: 1.4208 Perimeter: 46.8661 Bounding box: X: - 5.3054 -- 7.2796 Y: - 1.9374 -- 1.5625 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 3,0710 Y: 20.4093 Strong Section Modulus: X: l :50g i Product of inertia: XY: 4.6599 Radii of gyration: X: 1.4702 Y: 3.7901 831 NW 33rd Street ampano Beach. FL 33964 Phone: 954 -972 -4144 Fox 954- 977 -3788 www.ameNcanwo&way.com DETAIL NAME: 635R Deck Section Properties DRAWN BY FRB CHECKED BY: SCALE: AS NOTED DATE: 11 /10/04 0 0 0 0.125" Area: Perimeter: Bounding box: -° 4.000" t .957.5 sq in 30.6807 in X: - 2.0000 -- 2.0000 in Y: - 2.0000 -- 2.0000 in Centroid: X: 0.0000 in Y: 0.0000 in Moments of _inertia: X: 4,85 03 sq in sq in Y: 4..8503 sq in sq in Section Modulus: X: 2,* 4252 Y: 2.4252. Product of inertia: XY: 0.0000 sq in sq in Radii of gyration: X: t,5822 in Y: 1,56ZZ in AIMERIC 831 NW r Street WALHWAYODVERS,LLO 954-972-4144 �°" 5 334 d -97 33064 Phone: Fax 954 -977 -3788 www.arnericonwalkway.com DETAIL NAME: 4x4 Aluminum tube Section Properties DRAWN BY FRB SCALE: AS NOTED CHECKED BY: DATE: 11 /10/04 Issue Date: 10/20/2005 Owner's Name: CHARTER SCHOOL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/31/2006 Permit Type: Awnings /Canopiesfrents Work Classification: New Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Contractor(s) AMERICAN WALKWAY COVERS Phone Primary Contractor Yes Comments: CANOPY Additional Information Type of Work: Classification: Commercial Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume resp.onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1146 Phone: 1121360000060 Lot: PB: Total Square Feet: 0 Total Valuation: $ 44,000.00 Re uired Ins • ections Fees Due Amount CCF $26.40 Total: $26.40 Building Department File Copy Applicant Signature Invoice Number ACT -1 -06 -23399 Total: Amt Due $26.40 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/04/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL Project: <NONE> Block: Contractor: 21ST CENTURY ELECTRIC Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number Parcel N11200027 1121360000060 Lot: Phone: 954/974 -5412 Building Department Comments Wednesday, January 4, 2006 Page 2 of 2 Passed nspector Comments ____6,----- :2—. ,e‘ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 4, 2006 Page 2 of 2 1 MIAMI S VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request yy--gy�p Date Io 05 afi ,,/�L� Type Insp'n j Y'1G1 1 -E- ICC_ f--Y C-Ci 1 Permit No. -CCDS - 1066 Name Address 1 130 Company Phone # (30 ) 7 S4 -84 15 I\1. W 5 Ave . Inspection Date Approved Correction Re-Insp'n Fee Bill JoS a%&,, c°01- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 22Q4 Fax: (305) 756.8972 BUILDING L,.,„ J!A I Permit No.I O -206 PERMIT APPLICATION �` J a' er Permit No. FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ��� Owner's Address (®® �a �n JU�Jt.... City_ State Electrical Plumbing Mechanical Roofing Phone # Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) \ \ r6(:) 1\3w �*'V\ R\c City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO � l) EAE- CAci c, Phone # �n 4 " � � l � l=� Contractor's Company Nam or's Address \313 N State Qualifier State Certificate or Registration No. Certificate of Competency No. E.0 14 , -0- Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 5Gq , 030 ° ° Square Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: E1 ec, - CCI C C * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / j ©> e CCF $ CO /CC Notary $ ' Training/Education Fee $ Scanning $ Radon $ Technology Fee $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) b Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cpmmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ET.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 82500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si gnature Si gna ture )9-'":2 o Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 21 S+ day of , 20 _, by , day of i A....L, , 20 DC, by ( , bQ,21 k �u o,4UC--7 who is personally known to me or who has produced who is personally known to me or who has produced NI P. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign: k l ki A ■ .41 Print: Print: ■tr My Commission Expires: My Commission Expires: ,et\ pro`; Mary Jo Soucy : ?. • � = Commission #DD24.1179 * * * * * * * * * **** * * * * * * * * *** * * ** * * *** ***** * * * * * * ** * * * * *+ tit ** * * * * *** t *** * * * ** * * * *** * * **4; ** aoret thw ' 7 v •j Bonded Thri Atlantic Bonding Cam, ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * *. * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * ** ..5.7"-e,',4--e eay Plans Examiner APPLICATION APPROVED BY: Cho 05/13/03 Engineer Zoning ACORDM CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 04/16/05 PRODUCER Grosso Insurance Agency 390 -V Business Parkway Royal Palm Beach, FL. 33411 P1: 561- 791 -0651 Fax: 561- 791 -0323 INSURED 21st Century Electrical Contractors 1530 NW 26th Ave Pompano Beach, FL. 33069 THIS CERTIFICATE IS ISSUED AS A ONLY AND CONFERS NO RIGHTS HOLDER. THIS CERTIFICATE DOES ALTER THE COVERAGE AFFORDED MATTER OF INFORMATION UPON THE CERTIFICATE NOT AMEND, EXTEND OR BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER A: Nationwide MI 1tna) INSURER B: INSURER C: INSURER D: INSURER E: LL V v CI'(Hl7C0 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AOD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE IMMIDDIYYI POLICY EXPIRATION DATE tMMIDDIYY) LIMITS LTR INSRD $ GENERALLIABIUTY EACH OCCURRENCE 4 , 000, 00.0 IRENTED O(Eaoccurence) COMMERCIAL GENERALUABIUTY PREMISES $ 100,0_00 A CLAIMS MADE OCCUR 77AC487663 --3001 04/16/05 04/16/06 MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY $ 1 000 GENERAL AGGREGATE -00,o _rQQ0, °000 GENT. AGGREGATE LIMIT APPLIES PER: - COMP/OP AGG $ _1_,_Q001 -000 . _PRODUCTS -7 POLICY PRO- JECT A AUTOMOBILE j( LIABILITY ANY AUTO ALL OWNED AUTOS 77BA4876633 -3003 04/16/05 04/16/06 CEOMBIINEEDSINGLE LIMIT $ 500,000 — — -- —. L — BODILY INJURY (Per person) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY $ (Per accident) NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO THAN EA ACC $ OTHER AUTO ONLY: AGG $ — EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ 140O,D.00 A _X1 OCCUR [ 1 CLAIMS MADE 77CU487663 -3002 04/16/05 04/16/06 AGGREGATE $ 1 ,-0.0070.00 $ DEDUCTIBLE .__— _ _ _ -. _ _ RETENTION $ $ WCSTATU- I IOTH- WORKERSCOMPENSATIONAND - 1 _TORY LIIITS �.__ ER_ .. _ . _.._.. EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ II Yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMB $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Electrical Wiring CERTIFICATE HOLDER CANCE Miami Shores - 10050 NE 2nd Ave. Miani Shores, Fl. 33138 ACORD 25 (2001108) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KI tui' HE INSURE F 3 NTS OR ler— AUTHORIZED REPRESENTATIVE George D. Grosso o©A D CORPORATION 1988 ACORD. ,CERTIFICATE OF LIABILITY INSURANCE PDS 02-10-2005 DATE PRODUCER Y BROWN & BROWN, INC /PHS 224205 P:(866)467-8730 P. O. BOX 29611 CHARLOTTE NC 28229 F:(877)538-8526 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE MIRED 21ST CENTURY ELECTRIC 1530 NW 26 AVENUE POMPANO BEACH FL 33069 INSURER A: HARTFORD INS CO OF THE SOUTHEAST INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MISR LTD TYPE POLICY POLICYEN C77VE LZRTF IMM/DDNY/ POUCY EXPIRATION DATE IMM/DD/YYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL UABIUTY FIRE DAMAGE (Any one tire) $ 1 CLAIMS MADE OCCUR MED EXP (Arty one person) 9 PERSONAL & ADV INJURY $ GENERAL AGGREGATE 9 GEN'L AGGREGATE OMIT APPLIES PER: —1,POUCY PRODUCTS - COMP /OP AGO 9 n J Ti LOC AUTOMOBILE LVABILLTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) — BODILY INJURY (Per person) $ BODILY INJURY (Per aaddent) 9 PROPER i Y DAMAGE (Per accident) GARAGE !INANITY ANY AUTO AUTO ONLY - EA ACCIDENT 9 OTHER THAN EA ACC 9 AUTO ONLY: AGG $ EXCESS UARIUTY EACH OCCURRENCE $ OCCUR ■ CLAIMS MADE AGGREGATE 9 DEDUCTIBLE )RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 21 WEC GD3178 02/13/05 02/13/06 X 1 TORY LIMITS 1 !! T E.LEACHACCIDENT $100,000 $100,000 E.L DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT $500,000 OTHER DESCRIPTION OF OI:+ EBATI ONS/IOCATIONSIVENCLEwEXCLUS/ONS ADDED BY ENDORSEMENT/SPECIAL PRO VISAONS Those usual to the Insured's Operations. CERTIFICATE HOLDER j ADINTIoNAL INSURED; INSURER LETTER: : CANCELLATION Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 60 DAYS WRITTEN NOTICE (10 DAYS FOR NON - PAYMENT) TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 -S (7197) ACORD CORPORATION 1988 FORM NO. 401- 280 /AC 25-061 Board of County Commissioners, Broward County Florida BROWARD COUNTY OCCUPATIONAL LICENSE TAX FOR PERIOD OCTOBER 1, 2004THRU SEPTEM All RENEWAL - C] TRANSFER SEC # 2' ' CI NEW DATE BUSINESS OPENED ' t s STATE OR COUNTY CERT /REG # _ .Z "'i i'w "S:^ L r ti3' Business Location Address: POME4'ANO 04,9 —00e., «^'4A3IN w.e:k'O 3':a "li,., 34�,�':. 0.a :ay`•a a c� .`�... �A a. o.. THIS LICENSE MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC VIEW AT THE LOCATION ADDRESS ABOVE. ER 30, 2005 TAX BACK TAX PENALTY T.C. FEE TRANSFER TOTAL 27 d,,af,J BI WARD v COUNTY F:L O -R I D A BROWARD COUNTY REVENUE COLLECTOR 115 S. Andrews Avenue, Governmental Center Annex FORT LAUDERDALE, FL 33301 www.broward.org/revenue PENALTIES IF PAID OCT. - 10% NOV. - 15% * DEC. - 20% I * After DEC. 31 - 25% * Plus Tax Collection Fee of up to $25.00 Based on Cost of License if Paid On or After November 30, 2004 ACCOUNT NUMBER r CENTURY URY ' :Li TFa :c POW.,,A140 BVACH FL :V3069— L TYPE OF LICENSE TAX PAID 2004 - 2005 PAYMENT RECEIVED AS VALIDATED ABOVE *SEE INSTRUCTIONS ON BACK OF LAST COPY STATE OF FLORIDA AC# 1477079 DEPARTMENT -OF BUSINESS AND PROFESSIONAL REGULATION ECA001503 07/07/04 040015075 CERTIFIED ELECTRICAL CONTRACTOR 21ST CE ROBERT MARVIN CENTURY ELECTRIC IS CERTIFIED .under the provisions of Ch.489 FS. Expiration data: AUG 31, 2006 z04070700e32 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2005 -206 Printed: 6/24/2005 Applicant: UNIVERSITY Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. 5 AVE Electrical Permit Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 11213600000€11bga1 Description: Page 1 of 1 Fees: Description Amount FEE2005 -8726 Building Fee $17,070.00 FEE2005 -8727 Credit Bond Fund ($17,070.00) FEE2005 -8731 CCF $341.40 Total Fees: $341.40 Total Fees: $341.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/20/2005 Construction Value$569,000.00 Work: ELECTRICAL WORK FOR CHARTER SCHOOL JUN 28PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/25/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Electrical Permit Permit Number: EL2005 -29 5 AVE Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 112136000006fhgal Description: Page 1 of 1 Fees: Description Amount FEE2005 -1049 Building Fee $315.00 FEE2005 -1050 CCF $5.40 FEE2005 -1053 Scanning Fee $3.00 FEE2005 -1054 Credit Bond Fund ($315.00) Total Fees: $8.40 Total Fees: $8.40 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 7/23/2005 Construction Value: $9,000.00 Work: ELECTRICAL WORK FOR TEM POWER CHARTER SCHOOL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/25/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Electrical Permit Permit Number: EL2005 -29 5 AVE Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 112136000001bgaI Description: Page 1 of 1 Fees: Description Amount FEE2005 -1049 Building Fee $315.00 FEE2005 -1050 CCF $5.40 FEE2005 -1053 Scanning Fee $3.00 FEE2005 -1054 Credit Bond Fund ($315.00) Total Fees: $8.40 Total Fees: $8.40 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 7/23/2005 Construction Value: $9,000.00 Work: ELECTRICAL WORK FOR TEM POWER CHARTER SCHOOL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/25/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Electrical Permit Permit Number: EL2005 -29 5 AVE Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 112136000000@gaI Description: Page 1 of 1 Fees: Description Amount FEE2005 -1049 Building Fee $315.00 FEE2005 -1050 CCF $5.40 FEE2005 -1053 Scanning Fee $3.00 FEE2005 -1054 Credit Bond Fund ($315.00) Total Fees: $8.40 Total Fees: $8.40 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 7/23/2005 Construction Value: $9,000.00 Work: ELECTRICAL WORK FOR TEM POWER CHARTER SCHOOL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/25/2005 Applicant: CHARTER SCHOOL Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor 21ST CENTURY ELECTRIC Local Phone: 954/974 -5412 Electrical Permit Permit Number: EL2005 -29 5 AVE Contractor's Address: 1530 NW 26 AVE Parcel # PARC2004 -27 112136000006S6gal Description: Page 1 of 1 Fees: Description Amount FEE2005 -1049 Building Fee $315.00 FEE2005 -1050 CCF $5.40 FEE2005 -1053 Scanning Fee $3.00 FEE2005 -1054 Credit Bond Fund ($315.00) Total Fees: $8.40 Total Fees: $8.40 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 7/23/2005 Construction Value: $9,000.00 Work: ELECTRICAL WORK FOR TEM POWER CHARTER SCHOOL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. rbPb4 -15 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L\iQs'& \c(e 5 Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) t \ City Miami Shores Village County Mi. i -Dade Zip Is Building Historically Designated YES NO 1 Contractor's Company Namet"es Co •Y tor's Address t 0 L) ,U0 c9.4 ' \-' City i! - State F‘01,--', 6 Zip, Qualifier Phone # q54 - t 2,... State Certificate or Registration No. + 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition ❑Alteration 'New ❑ Repair/Replace ❑ Demolition 4 1111r Describe Describe Work: Submittal Fee $_ Notary $ "+`s Scanning $ 3— Permit Fee $ ! /-y / 61 Training/Education Fee $ Code Enforcement $ CCF $ 90 CO /CC Technology Fee $ Pte_ Radon $ Zoning Bond $ Structural 'Plan Review. $ an Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS„ WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent J Contractor The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this tam' d a y of ,20,by day ofJ 20 b ,by L , who is personally known to me or who has produced who is gersonally own to me or who has produced j'sl ik As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC- Sign: Sign: Print Print: My Commission Expires: My Commissionlxpires: ` . B- Commission #DD24117' : ' Expires: Aug 13, 2007 .... ;. Bonded Thru *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * *** , .�� * *Amitslqthwaro' * ** * * * * * * * * ** APPLICATION APPROVED BY. // j i s ?'/ ,X;34,1---".4--Plans Examiner ,0 Engineer Zoning Chc 05/13/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho 4 (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/30/2006 Inspector. Grande, Claudio Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: JAMES A CUMMINGS INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 112136000060 Lot: Building Department Comments Ie \‘ir t Passed l Inspector Comments t 1.2 v2 lit AS ge n.,ga c44• , e / 0 /0.S' / L A. A a - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 27, 2006 Page 1 of 2 AS I # 001 4 tectural Supplemental Instruction Date: February 16, 2005 Owner: Village of Miami Shores Contractor: James A. Cummings, Inc. Contractor Phone #: 954.733.4211 From: Samuel Lopez. Project: Doctors Chapter School Project #: 32113050 Subject: Response to The Village of Miami Shores Building Dept. Comment #2 Dated 2.15.05. The work shall be carried out in accordance with the followiing supplemental instructions issued in accordance with the Contract without change in Contract Sum or Contract lime. Prior to proceeding in accordance with these instructions, indicate your acceptance to these instructions for minor change(s) to the Work as consistent with the Contract Documents and return a copy to the Architect. Description: See attached sheets. RECEIVED FEB .17 JAMES A. CUMMINGS, INC. JOB SITE CC: Thomas Benton, Jim Koepp, SC DMJMHN File. Signed: Samuel Lopez, Construction Administrator. 800 Douglas Entrance North Tower, Second Floor Coral Gables, FL 33134 T: (306) 444 -4691 F: (305) 447 -3533 spillisCandela i•,e•i -i �.. r. >e AA f1003' 9g MUM Peter J. Spillis, A1A Hilario E Candela, FAIA Julio Grabiel, AIA Guillermo Carreras, A1A Donald Dwore, FAIA Dean K. Newberry, IIDA Jesus Cruz, AIA February 16, 2005 Deborah S. Klem Michael Kerwin, AIA Paul Reinarman W. Ronald Hunt, PE Jorge Iglesias, AIA Enrique 1. Macia, AIA Sandy O'Neil Los Angeles San Francisco Orange Phoenix Albuquerque Houston Miami Orlando Chicago Columbus New York Response to Building Department Comments Structural Critique Sheet dated 2/15/05 Project: Doctors Charter School, Miami Shores, Florida Response to comment No.2: Washington, DC Denver Colorado Springs Salt Lake City Fort Worth Dallas Detroit San Diego Los Alamos Richland, WA Kuwait City 800 Douglas Entrance North Tower, Second Floor Coral Gables, FL 33134 r 305.444.4691 F 305.447.3580 www.scpmiami.com The thrust from the sloping precast panels is transmitted to the tilt -up panels. In building 1 the horizontal load is resisted by the second floor diaphragm. Please note that the sloping panels frames into the tilt -up panel at the second floor elevation. Please refer to Sections 3 and 4 on S5.0.01 for condition at second floor diaphragm. In building 2 the horizontal load from the sloping precast panel is delivered to the tilt - up panel approximately 2 feet below the roof diaphragm. The tilt -up panel is capable of resisting the small moment generated. Please refer to Section 2 on S5.0.01 for condition at roof diaphragm. Sincerely, ose A. Mola P.E. M PAN., KAMOLAIBIdgdeptconvn32113050.doc MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 Certified: 7101 0412 3440 1129 1513 The undersigned hereby informs you that it has furnished or is furnishing services or materials as follows: PORTABLE TOILET For improvement of the real property described as: MIAMI SHORES VILLAGE 11205 NW 5 AVE MIAMI Under an order given by: JAMES A CUMMINGS INC 62 Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. Pursuant to Florida Statute 713.16(1) please furnish a copy of your direct contract with the contractor. Responsibility for copy costs is acknowledged. Request for Sworn Statement of Account must be addressed to: J & M SCAFFOLD OF FL J & M BLDG SUPPLY INC 11050 NW 36 AVE MIAMI FL 33167 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's law, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. If a payment bond exists for this project, this notice shall serve as the preliminary notice of intention to make claim against any such bond(s). Request for a copy of the bond(s) is hereby made, with acknowledgment of responsibility for copy costs. Failure to furnish the requested copy may have adverse consequences as described in Florida Statutes 713.23, 713.245, 255.05 The undersigned will look to contractors bond for protection of the work. FIRM: B J & M SCAFFOLD OF FL J & M BLDG SUPPLY INC 11050 NW 36 AVE MIAMI FL 33167 James A. Carmel, Agent WO#1444806D BATCH:018582 ID:JNMOO DATE:12/01 /04 Certified: 7101 0412 3440 1129 1513 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 JAMES A CUMMINGS INC 3575 NW 53 ST FT. LAUDERDALE, FL 33309 To assemble manually, fold A to A then fold B to B For information call (800) 550-5436 PC Lien Information Software Notice to Owner Request Software Commercial Collection Debt Network Credit Report Weekly NearsletteNLien Report Construction Lien Filing Notices to Owner SERVICES AND PRODUCTS Join us at our next Notice to Owner Workshop and Lien Law Seminar CaII for details INHHHHHHHHHHHIEHHHE Catch our Web site at www.buildersnotice.com IF YOU HAVE ANY QUESTIONS ABOUT THIS NOTICE, PLEASE CALL: ajessica at (305)953 -6965 KIN-00-0013 u'oreVxmoPIPTAuma 'DPW uupmnsum alp of lo01 IAN v 033I1ON S113a7Q18 J & M SCAFFOLD OF FL J & M BLDG SUPPLY INC 11050 NW 36 AVE MIAMI FL 33167 7101 0412 3440 1129 1513 II 7101 0412 3440 1129 1513 9 [ME ld `e(Bpaapnw 'Id 'any smeipuy .S 80L eol}}O a BJodio0 dao0 eogoN saapling • FIRST -CLASS MAIL U.S. POSTAGE & FEES PAID PERMIT NO. 5058 FT LAUDERDALE FL 33310 1444806D BATCH:016582 ID:JNMOO DATE:12/01 /04 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 7. ;113fl423;ss S. 111111►, 111111111 111t1Ti1esr111 },11e1,o11111:1111:s1isaa1111 :1 • • • • NOTICE TO OWNER. AND NOTICE TO CONTRACTOR TO: OWNER: MIAMI SHORES VILLAGE 10050NE2AVE MIAMI SHORES FL 33138 2382 Certified: 710/0412 34401220 9494 W091506342D BATCHd118409 ID•ACCO5 DATE:05 25/05 The undersigned hereby informs you that it has furnished or is furnishing services or materials as follows: VARIOUS INTERNAL FINISHES For improvement of the real property described as: MIAMI SHORES VILLAGE CHARTER SCHOOL 11301 NW 5 AVE MIAMI SHORES LOTS 15 BLK 15 MIAMI SHORES SEC 1 PB 10/70 DADE COUNTY FL BOND 86205694 (TR) Under an order given by: JAS A CUNNINGS CONSTRUCTION 6405 -950 Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. Pursuant to Florida Statute 713.16(1) please furnish a copy of your direct contract with the contractor. Responsibility for copy costs is acknowledged. Request for Sworn Statement of Account must be addressed to: ACOUSTI ENGINEERING CO OF FLA MIAMI BRANCH 9330 NW 100 STREET IMAM FL 33178 IMPORTANT INFORMATION FOR YOUR PROTECTION 'nder Florida's law, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment gainst your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or aglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU AVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF ECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been aid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an orney or the Florida Department of Business and Professional Regulation. The wchrelgned w81 look to contractors bowl for protection of the work a payment bond exists for this project, this notice shall serve as the preliminary notice of intention to make claim against any such nd(s). Request for a copy of-the bondisj is hereby made, with acknowledgment of responsibility for copy costs. Failure to furnish-the uested copy may have adverse consequences as described in Florida Statutes 713.23, 713.245, 2F.D.s... UIVNER] ACOUSTI ENGINEERING CO OF FLA Certified: 71010412 34401220 9494 MIAMI ARM: 9330NW100STREET 10050 NE2AAVEVI�G MIAMI FL 33178 MIAMI SHORES FL 33138 2392 [G ERAL CONTRACTOR] Certified: 71010412 34401220 9500 JAMES A CUMMINGS INC 3575NW53ST Fr LAUDERDALE FL 33309 [SURETY] Certified: 7101 0412 3440 1220 9517 SAFCO INS CO OF AMERICA "US TREASURY RATED1* 330 N BRAND BLVD 10 FLR GLENDALE CA 91203 [CUSTOMER] JAMES A CUMMINGS CONSTRUCTION 3575 NW 53RD STREET Fr LAUDERDALE FL 33309 Certified: 71010412 3440 1220 9524 MIAMI SHORES VILLAGE CHARTER SCHOOL 11301 NW BM AVENUE MIAMI SHORES FL 33191 To assemble manually, fold A to A then fold B to B For In format on call (800) 550-5436 PC Lien Information Software Notice to Owner Request Software Commercial Collection Debt Network Credit Report Weekly Newsletter!Uen Report Construction Lien Filing Notices to Owner SERVICES AND PRODUCTS, Join us at our next Notice to Owner Workshop and Lien Law Seminar Call for details Catch our Web site at wvwv.buildersnotice.com IF YOU HAVE ANY QUESTIONS ABOUT THIS NOTICE, PLEASE CALL: aJESSICA at (305)887 -0740 rs.OSS.00a uD'e3lwuepfnq•M"M" cnsnpquojpnnsuowalp 01 pal ILIAv DIJON S113a1Q18 USTI ENGINEERING CO OF FLA MI BRANCH .0 NW 100 STREET IMI FL 33178 7101 0412 3440 1220 9494 ii ii Ii0U i 7101 0412 3440 1220 9494 9 [SEC id `alapJepnel ' }d 'any sMaJPuV .S 80L eo!J}O a }aaodmo Woo eoRoN sJeplln8 FIRST -CLASS MAIL U.S. POSTAGE & FEES PAID PERMIT NO. 5058 FT LAUDERDALE FL 33310 1509342D BATCH:018409 ID:ACCO5 DATE:05/25/05 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES FL 33138 2382 Spilliscandela Florida License AA 0003298 AN AECOM COMPANY nr April 11, 2005 Peter J. Spillis, AIA Hilario F. Candela, FAIA Julio Grabiel, AIA Guillermo Carreras, AIA Donald Dwore, FAIA Dean K. Newberry, IIDA Jesus Cruz, AIA Deborah S. Klem Michael Kerwin, AIA Paul Reinarman W. Ronald Hunt, PE Jorge Iglesias, AIA Enrique J. Macia, AIA Sandy O'Neil Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores, Florida 33138 Permit No. BP 04 -1066 SCDMJM Project No. 032113050 Project Name: Miami Shores Project Location: NW 112 Terrace° d 5 Avech r&ue Miami Shores, Florida Los Angeles Washington, DC San Francisco Denver Orange Colorado Springs Phoenix Salt Lake City Albuquerque Fort Worth Houston Dallas Miami Detroit Orlando San Diego Chicago Los Alamos Columbus Richland, WA New York Kuwait City Dear Sir: 800 Douglas Entrance North Tower, Second Floor Coral Gables, FL 33134 T 305.444.4691 F 305.447.3580 www.scpmiami.com 4posL - /ocoG This office has observed the following structural elements at the project referenced above: February 14, 2005: Reinforcing steel of tilt -up panels at Bldg. 1. February 17, 2005: Reinforcing steel of tilt -up panels at Bldg. 2 and at Bldg. 3. March 18, 2005: Reinforcing steel of columns 10 -1 ( total of 8) at 2nd. floor of Bldg. 1. March 23, 2005: Reinforcing steel of tilt -up panels of Canopy at Bldg. 1; Beams 1 RB- 1, 1 RB -2, 1 RB -3, 1 RB -4, 1 RB -6, 1 RB -7, 1 RB -8, 1RB-9 and 1RB-10 as well of the slab between grid lines B.4 and C at roof of Bldg. 1. April 4, 2005: Double tee flange to flange connection and continuous bent plate 6 x 4 x 1 /a" attached to tilt -up panel and welded to embedded plate in doubled tee every 6' feet at roof of Bldg. 1 and Bldg. 2. spillisCandela Miami Shores Village Building Department April 11, 2005 Page 2 April 6, 2005: April 9, 2005: Double tee flange to flange connection and continuous bent plate 6 x 4 x 1 /a" attached to tilt -up panel and welded to plate embedded in double tee every 6' feet at roof of Bldg. 3. Bent plate welded to continuous bent plate 6x 4 x 1 /4" at each splice of Bldg. 1, Bldg. 2 and Bldg. 3. This office will certify that to "the best of our knowledge and belief, the above listed structural components comply with the permitted drawings." Please feel free to call if there are any questions. Very truly yours, W. Hunt P.E. Principal U:\Education Sector\Miami Shores Charter - 3050 \Correspondence\Contractor out\Inspection letter.doc LUMBERMEN'S CORPORATE HEADQUARTERS 701 East Commercial Blvd Fort Lauderdale FL 33334 -3261 (954) 771 -2100 Fax (954) 771 -1777 NOTICE TO OWNER / NOTICE TO CONTRACTOR WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. LCA Request #: 454931 -006 To Owner: Certified Mail Number(s) 7108734718300013456 - 013458 Certified Mail # 013456 MIAMI SHORES, VILLAGE OF 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 Date: 04/26/05 The undersigned hereby informs you that he has furnished or is furnishing services or materials as follows: BUILDING MATERIALS for the improvement of the real property identified as: NTO:305 -85 in DADE County, FL Reed:04 /01/05 Street: 11301 NW 5 AVE, MIAMI DOCTORS CHARTER SCHOOL under an order given by: B &B INTERIORS SYSTEMS INC 1067523 Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C, SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property, This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF! RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attomey or the Florida Department of Professional Regulation. All demands pursuant to Chapter 713 Florida Statutes are to be directed to: BANNER SUPPLY COMPANY POMPANO By: Van Saliba Agent For: General Contractor: 013457 BANNER SUPPLY COMPANY POMPANO, INC. CUMMINGS JAMES A (954) 781 -2399 3575 NW 53 ST 1660 SW 13 CT FT LAUDERDALE FL 33309 POMPANO BEACH FL 33069 ATTN: TRACY RHODES, CREDIT MANAGER SURETY :013458 SAFECO INSURANCE CO OF AMERICA (BOND SAFECO#PLAZA94) SEATTLE WA 98185 454931 BANNER SUPPLY COMPANY POMPANO, INC. ATTN: TRACY RHODES, CREDIT MANAGER (954) 781 -2399 1660 SW 13 CT POMPANO BEACH FL 33069 1 11 1 11 111 I I 1 1 1 7108 73471830 0013 4566 1 11 1 MIAMI SHORES, VILLAGE OF 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 WHAT IS A NOTICE TO OWNER You have just received a Notice To Owner from Lumbermen's. Perhaps you are asking these questions... what is a Notice to Owner, and why was I sent this document? Those are both good questions. This short summary will attempt to answer them. Florida law requires that anyone who supplies labor, services or material to your contractor on your construction job must send you a Notice To Owner. The Notice To Owner is not a lien on your property. It does not mean that your contractor failed to pay the company who has given this notice. It merely informs you that the company identified in the Notice To Owner is on your job and gives you a general description of the type of materials they are supplying or the type of work that they will be performing. Before paying your contractor, you must make sure that the contractor has paid the person who has given this Notice To Owner. You do this by getting a lien waiver from the person identified in the Notice To Owner (Lienor's name and address) If you have a construction lender and the lender is paying the contractor directly, the lender is responsible for getting the necessary lien waivers. You may wish to check with your lender to verify that they will be managing these documents in connection with each payment to the contractor. This is a very general description of the owner's obligations under the Construction Lien Law. If you are in doubt as to your rights or duties under the lien law, you should consult an attorney. LIMB E MEN'S LUMBERMEN'S CORPORATE HEADQUARTERS 701 East Commercial Blvd fort Lauderdale FL 33334 -3261 (954) 771 -2100 Fax (954) 771 -1777 NOTICE TO OWNER / NOTICE TO CONTRACTOR WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. LCA Request #: 454431 -006 To Owner: Certified Mail Number(s) 7108734718300012674 - 012676 Certified Mail # 012674 MIAMI SHORES, VILLAGE OF 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 Date: 04/25/05 The undersigned hereby informs you that he has furnished or is furnishing services or materials as follows: BUILDING MATERIALS for the improvement of the real property identified as: NTO:305 -85 in DADE County, FL Recd:04 /01/05 Street: 11301 NW 5 AVE, MIAMI DOCTORS CHARTER SCHOOL under an order given by: B & B INTERIOR SYSTEMS INC 1067818 Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C, SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property, This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF! RECOGNIZE that this Notice toOwner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Professional Regulation. All demands pursuant to Chapter 713 Florida Statutes are to be directed to: By: Van Saliba Agent For: BANNER SUPPLY COMPANY POMPANO, INC. (954) SW 781-2399 13 POMPANO BEACH FL 33069 ATTN: TRACY RHODES, CREDIT MANAGER SURETY :012676 SAFECO INSURANCE CO OF AMERICA (BOND #6205694) SAFECO PLAZA SEATTLE WA 98185 BANNER SUPPLY COMPANY POMPANO General Contractor: 012675 CUNMINGS JAMES A 3575 NW 53 ST FT LAUDERDALE FL 33309 454431 BANNER SUPPLY COMPANY POMPANO, INC. ATTN: TRACY RHODES, CREDIT MANAGER (954) 781 -2399 1660 SW 13 CT POMPANO BEACH FL 33069 11 1 I I 111 11 1 1 11 7108 73471830 0012 6745 1 11 MIAMI SHORES, VILLAGE OF 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 WHAT IS A NOTICE TO OWNER You have just received a Notice To Owner from Lumbermen's. Perhaps you are asking these questions... what is a Notice to Owner, and why was I sent this document? Those are both good questions. This short summary will attempt to answer them. Florida law requires that anyone who supplies labor, services or material to your contractor on your construction job must send you a Notice To Owner. The Notice To Owner is not a lien on your property. It does not mean that your contractor failed to pay the company who has given this notice. It merely informs you that the company identified in the Notice To Owner is on your job and gives you a general description of the type of materials they are supplying or the type of work that they will be performing. Before paying your contractor, you must make sure that the contractor has paid the person who has given this Notice To Owner. You do this by getting a lien waiver from the person identified in the Notice To Owner (Lienor's name and address) If you have a construction lender and the lender is paying the contractor directly, the lender is responsible for getting the necessary lien waivers. You may wish to check with your lender to verify that they will be managing these documents in connection with each payment to the contractor. This is a very general description of the owner's obligations under the Construction Lien Law. If you are in doubt as to your rights or duties under the lien law, you should consult an attorney. CERTIFICATE OF INSURANCE SUCH INSURANCE AS RESPECTS THE INTEREST OF THE CERTIFICATE HOLDER WILL NOT BE CANCELED OR OTHERWISE TERMINATED WITHOUT GIVING 10 DAYS PRIOR WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED BELOW, BUT IN NO EVENT SHALL THIS CERTIFICATE BE VAUD MORE THAN 30 DAYS FROM THE DATE WRITTEN. THIS CERTIFICATE OF INSURANCE DOES NOT CHANGE THE COVERAGE PROVIDED BY ANY POLICY DESCRIBED BELOW. This certifies that ® STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY of Bloomington, Illinois, or ❑ STATE FARM FIRE AND CASUALTY COMPANY of Bloomington, Illinois has coverage in force for the following Named Insured as shown below : Named Insured Custom Glass Co. Address of Named Insured 750 SW 14" Avenue Pompano Beach, Fl 33069 POLICY NUMBER 560.5352 194-9237 040 -9324 EFFECTIVE DATE OF POLICY 051.0105-11119105 12130104- 06130105 03/15105 - 09115/05 05/26105 - 11126105 DESCRIPTION OF VEHICLE 90 INTERNAITONAL 4600 1HTSAZRP5LH281568 88 INTERNATIONAL 1754 TK 1HTLCCFP9JH567548 2003 FORD F150 PICKUP 1FTRF172X3NB29003 ENOL AUTO LIABILITY COVERAGE e YES ■ NO ►Z< YES • NO ►.1 ES ■ NO OYES • NO LIMITS OF LIABILITY a. Bodily Injury Each Person $1,000,000.00 a. Bodily Injury Each Accident $1,000,000.00 b. Property Damage $1,000,000.00 c. Bodily Injury & Property Damage Single Limit Each Accident $2,000,000.00 $2,000,000.00 $2,000,000.00 PHYSICAL DAMAGE COVERAGES a. Com ' - - slue C YES ONO $500.00 Deductible OYES ONO $500-00 Deductible OYES ! NO $500.00 Deductible OYES ONO Deductible b. Colrsion YES ■ NO $500.00 Deductible OYES ■ NO $500.00 Deductible ! YES ■ NO $500.00 Deductible • YES ■ NO Deductible EMPLOYER'S NON - OWNERSHIP COVERAGE 0 YES ONO C ONO 0 YES []NO e YES ONO HIRED CAR CO j , ►.� • r "f - -Mire _ ES ■ NO OYES ■ NO AYES ■ NO Si re of Authorized Represen Name and Address of Ce ' e Holder MIAMI SHORES VILLAGE 10050 NE 2N0 AVENUE MIAMI SHORES, FL 33138 JOB NAME: DOCTORS CHARTER SCHOOL Agent Title 1933 Agent's Code Number Name and Address of Agent Alfred E Griffin 7320 Griffin Road Ste 100 Davie, Fl 33314 954 -587 -8008 05103105 Date Check if a permanent Certificate of Insurance for liability coverage is needed: 0 Check if the Certificate Holder should be added as an Additional Insured: Remarks: All policies are continuous. If the coverage is changed or terminated, we will give 30 days dotice to the certificate holder.. The insurance evidenced by the certificate shall be primary and non contributory to any other insurance of the certificate holder. ADDITIONAL INSURED: 158158 - 4430.2 Rev. 9-94 Printed in U.SA T •d dBO =TO SO co ReW CERTIFICATE OF INSURANCE SUCH INSURANCE AS RESPECTS THE INTEREST OF THE CERTIFICATE HOLDER WILL NOT BE CANCELED OR OTHERWISE TERMINATED WITHOUT GIVING 10 DAYS PRIOR WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED BELOW, BUT IN NO EVENT SHALL THIS CERTIFICATE BE VALID MORE THAN 30 DAYS FROM THE DATE WRITTEN. THIS CERTIFICATE OF INSURANCE DOES NOT CHANGE THE COVERAGE PROVIDED BY ANY POLICY DESCRIBED BELOW. This certifies that ® STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY of Bloomington, Illinois, or 0 STATE FARM FIRE AND CASUALTY COMPANY of Bloomington, Illinois has coverage in force for the following Named Insured as shown below Named Insured Custom Glass Co_ Address of Named Insured 750 SW 14t Avenue Pompano Beach, Fl 33069 POLICY NUMBER 512 9319 5181983 539 7621 553 5691 EFFECTIVE DATE OF POLICY 05124105 - 11125105 02126105 - 08126105 02105105 - 08105105 01103105 - 07/03105 DESCRIPTION OF VEHICLE 96 FORD F250 1FTHF25Y7TLA61148 97 FORD E250 1FTHE2421VHA49311 02 FORD RANGER 1F1YR70D72PA83860 97 FORD F250 1FTFF2760VNC53182 LIABILITY COVERAGE OYES ONO YES ❑NO a YES • NO 011 YES • NO LIMITS OF LIABILITY a. Boday Injury Each Person $1,000,000.00 $1,000,000.00 $1,000,000.00 $1 ,000,000.00 a. Bodily Injury Each Accident 51000,000.00 $1,000,000.00 $1,000,000.00 $1,000,000.00 b. Property Damage $1,000,000.00 51,000,000.00 $1,000,000.00 $1,000,000.00 c. Bodily Injury & Property Damage Single Limit Each Accident PHYSICAL DAMAGE COVERAGES a. Comprehensive / YES • NO Ci YES ONO YES ONO $500.00 Deductible it YES • NO $500.00 Deductible $500.00 Deductible $500.00 Deductible b. Collision ®YES ONO $5QQ.O0 Deductible YES IN NO ►,`,1 YES ONO OYES • NO $500.00 Deductible $500.00 Deductible $500.00 Deductible EMPLOYER'S NON - OWNERSHIP COVERAGE ,%� OYES ONO /� OYES ONO O S ■ NO ►:4 YES ONO HIRED CAR CO ERg�; / ®fy$ `e/�j ]► j r i�l YES ONO YES IN NO YES ONO Name and Address of cafe Holder r MIAMI SHORES VILLAGE 10050 NE 2141) AVENUE MIAMI SHORES, FL 33138 Agent Title r Alfred E Griffin 7320 Griffin Rd Ste 100 Davie, Fl 33314 954 - 587 -8008 1933 Agent's Code Number Name and Address of Agent LJob Name: DOCTORS CHARTER SCHOOL I 05/03/05 Date Check if a permanent Certificate of Insurance for liability coverage is needed: 0 Check if the Certificate Holder should be added as an Additional Insured: Remarks: Ail policies are continuous. If the coverage is changed or terminated, we will give 30 days dotice to the certificate holder. The insurance evidenced by the certificate shall be primary and non contributory to any other insurance of the certificate holder. ADDITIONAL INSURED: 158 - 4430.2 Rev. 9-94 Printed in U.S.A. a•d d: T O SO co ReW TILT- 110, CORPORATION The Difference is lilt -Con. WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CON1RACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER / CONTRACTOR* And PRELIMINARY NOTICE TO OWNER, CONTRACTOR, SUBCONTRACTOR AND SURETY, if applicable (Florida Statutes 713.06, 713/3, 713.245 and 255.025) TO Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 January 6, 2005 TO James A. Cummings, Inc. 3575 Northwest 53`a Street Fort Lauderdale, Florida 33309 The undersigned hereby informs you that he or she has furnished or is furnishing services or materials as follows: Concrete slab and structural shell for the improvement of the real property identified as Miami Shores Village Charter High and Middle School (Doctor's Charter School): Northwest 112th Terrace and Northwest 5th Avenue, Miami Shores, Florida under an order given by James A. Cummings, Inc. Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: -- RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those: supplying a Notice to Owner have been paid. - -LEARN more about the Construction Lien Law, Chapter 713, Partl, Florida Statutes, and the meaning of this notice by contacting an attorney of the Florida Department of Business and Professional Regulation. *If there is a PAYMENT BOND, then this notice will advise you that we intend to look to the applicable payment bond for payment of the foregoing items. Within the (10) days from receipt of this notice, you are required to Florida Statutes, Section 255.05, 713.23 or 713.245, as appropriate, to furnish written notice of the existence of such payment bond and a copy of said bond. PLEASE NOTE: THIS NOTICE IS NOT A LIEN, CLOUD, NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MA'VI ER OF PUBLIC RECORD. This notice is a standard business procedure of Tilt -Con Corporation and does not adversely reflect u.. -'the credit - worthiness, or other reputation of any person named herein. Copies To: Jean Brooker: Safeco Insurance Company of America 330 North Brand Boulevard, 10th Floor, Glendale, California 91203 AON Risk Services of Massachusetts 99 High Street, Boston Massachusetts 02110 Ti on Name 1003 Orient Avenue Altamonte Springs, Florida 32701 tienor's Address 1003 Orienta Avenue . Altamonte Springs, Florida 32701 . 407.834.8458 Voice . 407.834.6881 Fax . www..tiit con.com LUMBE MEN #S LUMBERMEN'S CORPORATE HEADQUARTERS 701 East Commercial Blvd Fort Lauderdale FL 33334 -3261 (954) 771 -2100 Fax (954) 771 -1777 NOTICE TO OWNER / NOTICE TO CONTRACTOR WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. LCARequest #: 700085 -007 Certified Mail Number(s) 7108734718300713827 - 713830 To Owner: Certified Mail # 713827 Date: 04/12/05 MIAMI SHORES, VILLAGE OF 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 The undersigned hereby informs you that he has furnished or is furnishing services or materials as follows: MISC CONSTRUCTION MATERIALS & RENTAL EQUIPMENT for the improvement of the real property identified as: 11301 NW 5 AVE, MIAMI DOCTORS CHARTER SCHOOL NTO 305 -85 DADE COUNTY, FL RECD:04 /01 /2005 under an order given by: PRESTRESS CONCRETE INC. /53 0502800 Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C, SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property, This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF! RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Professional Regulation. All demands pursuant to Chapter 713 Florida Statutes are to be directed to: By: Van Saliba Agent For: PATENT CONSTRUCTION SYSTEMS 10) 961-277 94N RD HOLLYWOOD, FL 33021 MAYTE GAMIOTEA SURETY :713829 SAFECO INSURANCE CO OF AMERICA (BOND #6205694) SAFECO PLAZA SEATTLE WA 98185 PATENT CONSTRUCTION SYSTEMS General Contractor:713828 CUMMINGS JAMES A 3575 NW 53 ST FT LAUDERDALE FL 33309 COPY TO:713830 PRESTRESS CONCRETE INC 6187 MIAMI LAKES DRIVE MIAMI LAKES, FL 33014 700085 PATENT CONSTRUCTION SYSTEMS MAYTE GAMIOTEA (954) 961 -2777 1940 N 30 RD HOLLYWOOD, FL 33021 11 11 1 11 111 11 1 11 7108 73471830 0713 8277 MIAMI SHORES, VILLAGE OF 1 111 10050 NE 2 AVE MIAMI SHORES VILLAGES FL 33138 WHAT IS A NOTICE TO OWNER You have just received a Notice To Owner from Lumbermen's. Perhaps you are asking these questions... what is a Notice to Owner, and why was I sent this document? Those are both good questions. This short summary will attempt to answer them. Florida law requires that anyone who supplies labor, services or material to your contractor on your construction job must send you a Notice To Owner. The Notice To Owner is not a lien on your property. It does not mean that your contractor failed to pay the company who has given this notice. It merely informs you that the company identified in the Notice To Owner is on your job and gives you a general description of the type of materials they are supplying or the type of work that they will be performing. Before paying your contractor, you must make sure that the contractor has paid the person who has given this Notice To Owner. You do this by getting a lien waiver from the person identified in the Notice To Owner (Lienor's name and address) If you have a construction lender and the lender is paying the contractor directly, the lender is responsible for getting the necessary lien waivers. You may wish to check with your lender to verify that they will be managing these documents in connection with each payment to the contractor. This is a very general description of the owner's obligations under the Construction Lien Law. If you are in doubt as to your rights or duties under the lien law, you should consult an attorney. Certified Numbers: 7004116000027152351 - 7004116000027152353 WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM : Metal Mart Systems, Inc EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER/NOTICE TO CONTRACTOR* DATE: April 22, 2005 TO: OWNER 7004116000027152351 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL, 33138 The undersigned hereby informs you that he or she as furnished or is furnishing services or materials as follows: HVAC / SHEETMETAL / DU TWORK for the Improvement of real property identified as: [ octors Charter /11301 NW 5th Ave MIAMI SHORES VILLAGE CHARTER HIGH AND MIDDLE SCHOOL - AKA DOCTORS CHARTER - Miami Dade County, Florida. BOND # 6205694 under an order given by: Thermal Concepts, Inc Florida Law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay sub - contractors or material suppliers or neglects to make other legally required payments, the people who are owned money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a NOTICE to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. Request for Swom Statement of Account must be addressed to agent below. * If the project is bonded under sections 713.23, 713.245, 255.05 Florida Statutes or 270 USC this Notice shall serve as a preliminary Notice to Contractor and the firm sending this Notice will look to the contractor's bond (Surety Co) for protection on the work. If a payment bond exists, fumish a copy to the undersigned or provide name and address of bonding company. Failure to provide this information may render you liable for damages. By: S, Wipper Agent for: Metal Mart Systems, Inc Attn: Helen 255 Century Blvd Bartow, FL, 33830 COPIES TO: 700411600002 7152352 CONTRACTOR - James A Cummings 3575 NW 53rd St Ft Lauderdale, FL 33309 700411600002 7152353 - Safeco Ins 330 N Brand Blvd, 10th FL Glendale, CA 91203 0 - Aon Risk Services 99 High St Boston, MA 02110 0 - Thermal Concepts, Inc 2201 College Ave Davie, FL 33317 0 0 0 Prepared By: F. N. S., INC. * P.O. Box 3261 * Spring Hill, Florida 34611 * (727) 856 -4343 South Florida Contractor Services, Inc. 2880 W. Oakland Park Blvd. - Suite 105 - Fort Lauderdale, Florida 33311 (954) 733 -5513 - (954) 733 -5514 - Fax (954) 733 -8026 WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINTS YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM * US EVERY TIME YOU PAY YOUR CONTRACTOR. 04/27/05 NOTICE TO OWNER /NOTICE TO CONTRACTOR CERT. MAIL #00042510000169773372 OWNER MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 143319 General Contractor CERT MAIL NO: 70042510000169773358 JAMES A. CUMMINGS, INC. 3575 N.W. 53RD STREET FORT LAUDERDALE, FL 33309 The undersigned hereby informs you that he has furnished or is furnishing services or materials as follows: INSTALLATION OF FIRE ALARM for the improvement of the real property identified as: DR CHARTER SCHOOL,11301 N W 5TH AVENUE, MIAMI SHORE VILLIAGE,FLORIDA BOND #6205694 PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA under an order given by: 21ST CENTURY ELECTRI C Job# 705 -0188 Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. If job is bonded under Section 713.23 Florida Statutes, Section 255.05 Florida Statutes, Title 40 U.S.C. Section 270 or any other form of bond, the firm sending this notice will look to such bond for protection and payment. If any such bond exists, copies of them are requested by the undersigned. Also please send copies of all direct contracts pertaining. Your reasonable copying charges will be paid. IMPORTANT INFORMATION FOR YOUR PROTECTON: Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay sub-contractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part 1, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. * Lienor: CERT MAIL NO: 70042510000169773365 ADVANCED FIRE AND SECURITY, INC SURETY: SAFECO INSURANCE CO. OF AMERICA 2780 GATEWAY DRIVE 330 N. BRAND BLVD POMPANO BEACH, FL 33069 GLENDALE, CA 91203 BY: 6,e% Steve M. Buck, As Agent. ,R -26 -05 16:47 FROM - SPILLIS CANDELA AND PARTNERS 3054473578 Spillis Candela & Partners, Inc. 800 Douglas Entrance Coral Gables, Florida 33134-3119 305/444 41591 STRUCTURAL INSPECTION REPORT Date: SCDMJM Project No: Location.: Project Name : General Contractor: Report No: Observed By: March 18, 2005 032113050 NW 112 Terrace and NW 5 Avenue Miami Shores, Florida Miami Shores Village Charter School J.A. Cummings, Inc. 3 Armando Antonini, C.B.I. T-865 P.03/03 F -640 Observed reinforcing steel of columns 1 -C -1 (total of 8) at second floor. The reinforcing steel was in general compliance with the contract documents. The general contractor was informed and authorized to pour ,,oncrete. Approved By: W. Ron Id Hunt, P.E. No.: 19689 U:tEducatian SectorWiartii Shores Charter - 3O501Conatrmctionlinspection raportt$tructurai Insp•3•.t1tm 28 -05 16:47 FROM - SPILLIS CANDELA AND PARTNERS 3054473578 Spillis Candela & Partners, Inc. 800 Douglas Fntranoe Coral Gables, Florida 33134 -3119 305/444 4(391 STRUCTURAL INSPECTION REPORT Date: SCDMJM Project No: Location: Project Name : General Contractor: Report No: Observed By: March 23, 2005 0321 13050 NW 112 Terrace and NW 5 Avenue Miami Shores, Florida Miami Shores Village Charter School J.A. Cummings, Inc. 4 Armando Antonini, C.B.I. T -865 P.02/03 F -640 Observed reinforcing steel of the tilt -up panels at Canopy roof at Bidg.1. A few panels had deficiencies and were corrected before I lert the job site. Also observed reinforcing steel of beams 1 -RB -1, 1 -RB -2, 1 -RB -3, 1 -RB -4, 1 -RB-6, 1 -RB-7, 1- -RB -8, 1 -RB -9 and 1 -RB -10 as well as the slab between grid lines B.4 and C at Roof of Bldg. 1. The reinforcing steel was in general compliance with the connect documents. The general contractor was informed and authorized to pour concrete. Approved By: W. •Rd ald Hunt, P.E. No.: 19889 U:lEducatwn Sootor\M3arrli shares Charm - 30501Canstrucuon\Impaction raporMtructural Insp.4..aoc .vv�...l .v 1„rl 1V t 1 11..1 %V 1111V ROGERS BROS. INC. 21 N.E. 1" Court • Dania Beach • Florida 33004 Tel: 954 -��660 Fax: 954925 -4780 FAX To: James A. Cummings Inc. Fa= 305- 759.0562 Phone: Re: • Jim Acid Waste piping rMA10'J40L04 Rib 1'.001 /IJl l2 RECEIVED JUL 08 ass `DAMES A CUM E..101R S M GS, INC, From: Jim Rogers Pages: 2 Data: 7/8/2005 Att5n. Jim Rhinehart Here is the Information the Fire Marshall is looking for in regards to the acid waste piping.Caume if there are any questions Jim Ro, ars .v.wu .v 4,11%." 1 1 0-.11V 111V MATERIAL SPECIFICATIONS -- PHYSICAL PROPERTIES Material Specification ation Zum non- Name - retardant polypropylene pipe and fittings meet the requirements forASTM -4101 of PP0210 855042 Our flame - retardant polypropylene meets ASTM-4101 specification for PP0210 856562 FLO12. The compound has also passed NSF standard 14 and ASTM 41412 chemical resistance testing requirements Zurn Corrosive Waste Flame- Retardant Polypropylene Flame and Physical Properties FLAME TESTING: Property Flammability UL -94 (Vertical Burn) Pass V -2 Flammability ASTM -D635 Oxygen Index % Pass MB ASTM 02863 24 -25 -26 krt5Aly040e04 ftib P. 002/002 UL or ASTM Test # Zurn value MECHANH2AL TESTING: Property ASTM Test It Zurn Value Chemical Resistance F1412 Specific Gravity (g./cmA3) D792 Pass Tensile Yield Strength @ 2" min. 0.978 Flexure Modulus 0638 4.000 psi Hardness, Rockwell 0790 218,000 psi Izod Impact, Notched 01706 73 -76 R Un- notched Izod Impact OOP Hammer / -18 °C 0256 7.20 ft.-lb./In. Coefficient of Linear Expansion -22 °F to 86°F) 0256 33.4 it. -I Linear Thermal Expansion (31 °C to 85 °C) 6228 6.4 x 10. .5 5 In infin.F Heat Deflection Temp ®66 PSI Load 32.1 um 0570 + Water Absorption, 24 hrs. 0746 +100 °F 0570 +0.00 Low Temp Brittle Point 1°F Vicat Softening 01525 249 °F Technical Data Zum corrosive waste pipe Is produced from polypropylene. It has the widest range and highest use temperature of any polyolefin commercially available. The heterophasic molecular distribution results in the best overall physical performance of resin for this application. Zunis manufacturing facility, US Brass in Commerce, Texas, produces potable drinking and is N5F -61 listed. With the addition of the eon'osive waste line they have added NSF standard 14 to their accreditation. We have paid close attention to ensure that all ingredients used are compatible. We have used only polypropylene carriers for our colorant and flame retardant components The flame- retardant package has improved long term use properties that prevent migration. The material compound used for our flame- retardant resin has superior cold izod Impact strength of over 33 ft.-lb./in. while not sacrificing any chemical resistance properties. 13 TICE TO OWNER AND NOTICETO CONTRACTOR TO: OWNER: MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES FL 33138 2382 W001494171 BATCH018080 80 AIR70T DATE04/21105 TAO B&W S The undersigned hereby informs you that it has furnished or is furnishing services or materials as follows: For improvement of thnill i' i petty described as: MIAIG SHORES VILLAGE cHAmEH HIGH & MIDDLE • 11301 NW 5 AVE, MIAMI SHORES LOTS 1-5 MK 15 MIAMI SHORES SEC 1 PB 10/70 DADE COUNTY FL BOND 88205894 (TR) AKA DOCTORS CHARTER SCHOOL *SCHOOL Under an order given by: THERMAL CONCEPTS INC 4IFF057D FFO57D Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. Pursuant to Florida Statute 713.16(1) please furnish a copy of your direct contract with the contractor. Responsibility for copy costs is acknowledged. Request for Sworn Statement of Account must be addressed to: AIR SOURCE CORPORATION 4808 N HIATUS RD SUNRME FL 33351 33351 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's law, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. The rind wM look to contractors bond tor protection of the vrork If a payment bond exists for this project, this notice shall serve as the preliminary notice of intention to make claim against any such bond(s). Request for a copy of the barid(S is - hereby made, with acknowledgment of Tesponsibllity for copy costs. Failure to furnish tthe requested copy may have adverse consequences as described in Florida Statutes 713.23, 713.245, 255.05 (OWNER] FIRM: AIR SOURCE CORPORATION 4808 N HIATUS RD SUNRISE FL 33351 33351 James A. Carmel, Agent [GENERAL CONTRACTOR] Certified: 7101 0412 3440 1201 7891 JAMES A CUMMINGS INC 3575 NW 53 ST FT LAUDERDALE FL 33308 [SURETY] *Waned: 7101 0412 3440 1201 7907 SAFCO INS CO OF AMERICA **US TREASURY RATED'. 330 N BRAND BLVD 10 FLR GLENDALE CA 91203 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES FL 33138 2382 [CUSTOMER] THERMAL CONCEPTS INC #FF057D 2201 COLEG EE AVENUE DAVIE FL 33317 To assemble manually, fold A to A then fold B to B 90S-0SS-008 w'eMPumWI^9'MM"• dnsnpuq uorp nsum alp moat RNA tl DOWN sa3a71n8 BUILDERS NOTICE CORP PO BOX 457 FT LAUDERDALE FL 33302 -0457 c&4 i i. •:.t 9I CCE `alepaapna1 id 'any SM9JpUV •S 90L aOIUO eimodio0 dWo0 aal1oN siepl!n8 4 ill t I Vine . 1494171 BATCH:018080 ID:AIR7OT DATE:04 /21/05 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES FL 33138 2382 P's-»o '•isel.a �ttf�tn�ftttc�ltti�tttr�suit�tt��i�tt�rrt rtirititnrtttt�t {� Miami Shores Village Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 Public Works Permit No. solo Permit Application Master Permit No. Baon-toea FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Mimi Shores Village me #: 305 795 2209 Owner's Address 10050 NE 2nd Avenue City Miami Shores State Florida Zip 33138 Tenant/Lessee Name me #: Job Address (where the work is being done) 11301 NW 5th Avenue City Miami Shores Village County Miami -Dade Zip 33168 Is Building Historically Designated: YES NO q Contractor's Company Name James A. Cummings Inc. me #: 954 733 4211 Contractor's Address 3575 NW 5.3rd ST City Ft. Lauderdale State Florida Zip 33309 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Spillis Candela Phone #: Approx $100,000 Square Footage Of Work: Type of Work: ❑ Addition ❑ Alteration Dow ❑ Repair/Replace ❑ Demolition Describe Work: INSTALL NEW SANITARY SEWER. FORCE MAIN 50' N OF 112 TERRACE TO 111th ST ON NW 5th AVE. Fees' Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ • Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review $ Total Fee Now Due $ (Continued on opposite side) $0.00 Bonding Company's Name (if applicable) Bonding Company's Address N/A City State Zip Mortgage Lender's Name (if applicable) WA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC .... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ?' Notice to Applicant: As a condition to this issuance of a Public Works permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building pennit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature APPLICATION APPROVED BY: 5/13/2003 7- Pty tDt crV Public Works Director or his designee. Miami Shores Village Charter High and Middle School Exhibit "B" November 30, 2003 Cummings' Guaranteed Maximum Price Proposal Including all qualifications and clarifications contained therein OTHER DOCUMENTS: Response to Request for Information #003 Response to Request for Information #004 Response to Request for Information #006 Response to Request for Information #007 Response to Request for Information #008 Response to Request for Information #010 Response to Request for Information #017 Response to Request for Information #018 Response to Request for Information #019 Report of Subsurface Soil Exploration & Geotechnical Engineering Evaluation of Subsurface Conditions 10/18/04 08/20/04 08/19/04 08/20/04 08/20/04 08/20/04 08/20/04 08/19/04 08/26/04 08/20/04 08/16/04 Drawings and Specifications as prepared by Spillis Candela DMJM: Cover Sheet 09/01/04 Civil Cover Sheet no date CIVIL DRAWINGS C2 Demolition Plan /Stormwater Pollution Prevention Plan C3 Horizontal Control /Signage and Striping Plan C4 Paving, Grading and Drainage Plan C5 Paving, Grading and Drainage Details C6 Water and Sewer Plan C7 Water and Sewer Plan and Profile C8 Water and Sewer Notes /Pavement and Fence Details C9 Lift Station Details L. EX.01 L.LA.01 L.IR.01 L.DE.01 S1.0.00 S2.2.11 S2.2.12 S2.2.13 S2.2.21 LANDSCAPING DRAWINGS Existing Tree Plan Landscape Plan Irrigation Plan Ladnscape & Irrigation Details ••• • • •• STRUCTURAL DRAWINGS General Notes, Symbols and Abbreviations Foundation Plan Building 1 Framing Plan Building 1 Level Two Roof Framing Plan Building 1 Foundation Plan Building 2 Page 1 of 8 • • • • • • • • • • ••• • • • •• • • •• • ••• • • • • ••• •• • • ••• • • • • • • • • • •• • • •• ••• • 09/01/04 09/01/04 06/11/04 06/11/04 06/11/04 06/11/04 06/11/04 06/11/04 09/2004 09/2004 • • •Q9/2004 • •09/2004 •.•• • 09/01 /04 DT01 /04 b9/01 /04 09/01/04 29/01/04 i S2.2.22 S2.2.31 S2.2.32 S3.0.00 S4.0.00 S4.0.01 S4.0.02 S4.1.00 S5.0.00 S5.0.01 S5.0.02 S5.0.03 S5.0.04 S5.0.05 A0.1.00 A1.1.01 A1.3.01 A1.3.11 A1.3.12 A1.3.21 A2.2.11 A2.2.12 A2.2.13 A2.2.21• A2.2.22 A2.2.31 A2.2.32 A2.3.11 A2.3.12 A2.3.21 A2.3.31 A2.4.11 A2.4.12 A2.4.21 A2.4.31 A3.1.01 A3.2.01 A3.2.02 A4.1.01 A4.1.02 A4.1.03 A4.4.01 A4.4.02 A4.4.03 A5.1.01 A5.2.01 A5.3.01 A5.3.02 STRUCTURAL DRAWINGS (continued) Roof Framing Plan Building .2 Foundation Plan Building 3 and PE Shelter Roof Framing Plan Building 3 and PE Shelter Foundation Sections and Details Panel Schedule Panel Schedule Panel Schedule and Details Beam Schedule and Details Masonry Wall Legend and Details Sections and Details Sections and Details Sections and Details Sections and Details Sections and Details ARCHITECTURAL DRAWINGS Abbreviations and Symbols Architectural Site Plan Life Safety Site Plan & Calculations Life Safety Plan Building 1 Level One Life Safety Plan Building 1 Level Two Life Safety Plan Building 2 & 3 Level One Floor Plan Building 1 Level One Floor Plan Building 1 Level Two Roof Plan Building 1 Floor Plan Building 2 Roof Plan Building 2 Floor Plan Building 3 and PE Shelter Roof Plan Building 3 and PE Shelter Reflected Clg. PI. Building 1 Level One Reflected Clg. PI. Building 1 Level Two Reflected Clg. Pl. Building 2 Reflected Clg. PI. Building 3 F. F. & E. Plan Building 1 Level One F. F. & E. Plan Building 1 Level Two F. F. & E. Plan Building 2 F. F. & E. Plan Building 3 Enlarged Toilet Plans & Toilet Access. Enlarged Stair Plans and Sections Stair Details Elevations Elevations Elevations and Building Sections Wall Sections Wall Sections Wall Sections Exterior Details Interior Details Opening Details (Windows and Doors) Opening Details (Windows and Louvers Page 2 of 8 •• • • • • 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 07/30/04 09/01/04 09/01/04 ••• • • • • • •Q9/01/04 • • 09/01/04 • • '09/01 /04 ••• •• ••09/01 /04 09/01/04 VP /04 • ©9:01 /04 •• 0/01/04 09/01/04 • • • •• • • • •• • • • • • • •• • • • • • ••• • ••• • • • • ••• • • • . . •• • • • • • • .• ••• • • • • • •. •• ••. . • A5.4.01 A5.4.02 A5.5.01 A5.5.02 A6.1.01 A6.2.01 A6.4.01 P0.1.01 P2.2.11 P2.2.12 P2.2.13 P2.2.21 P2.2.22 P2.2.31 P2.2.32 P3.1.01 P3.2.01 P4.1.01 P4.2.01 P4.3.01 P4.6.01 P5.1.01 M0.0.01 M1.1.01 M2.2.11 M2.2.12 M2.2.13 M2.2.21 M2.2.31 M2.2.32 M3.1.01 M3.1.02 M4.1.10 M5.1.01 M5.1.02 M6.1.01 M6.2.01 E0.1.01 E0.1.02 E1.1.00 E2.2.11 E2.2.12 E2.2.13 ARCHITECTURAL DRAWINGS (continued) Millwork Details Millwork Elevations Roof Detail (Flat Roof) Roof Details (Clay Tiles & Metal Roofing) Wall Assembly Types Door Schedule and Door Types Room Finish Schedules PLUMBING DRAWINGS Index of Drawings Abbreviations and Symbols Plumbing Plan Building 1 1" Floor Plumbing Plan Building 1 2 "d Floor Plumbing Plan Building 1 Roof Plan Plumbing Plan Building 2 Plumbing Roof Plan Building 2 Plumbing Plan Building 3 Plumbing Roof Plan Building 3 and PE Shelter Building 1, 2, & 3 1st Floor Enlarged Plans Building 1 2 "d Floor Enlarged Plan Building 1, 2, & 3 1" & 2 "d Floors Water Riser Diagrams Building 1, 2, & 3 1' & 2 "d Floors Sanitary Riser Diagrams Building 1 & 3 Storm Drainage Riser Diagrams Building 1 l St & 2' Floors Acid Waste Riser Diagrams Plumbing Details MECHANICAL DRAWINGS Mechanical Legend, Notes & Abbreviations Mechanical Site Plan Mechanical Plan Building 1 1st Floor Mechanical Plan Building 1 2 "d Floor Mechanical Roof Plan Building 1 Mechanical Plan Building 2 Mechanical Plan Building 3 Mechanical Roof Plan Building 3 & PE Shelter Enlarged Mechanical Room Plans & Sections Enlarged Mechanical Room & Chiller Yard Chilled Water Piping Schematic Diagram Mechanical Details Mechanical Details Mechanical Schedules Sequence of Operations •• ••• ELECTRICAL DRAWINGS '. .' Symbol Legend Abbrev. & Lighting Fixture Schedrare ••• General Notes Electrical Site Plan Building 1 1" Floor Lighting Plan Building 2 Lighting Plan Building 3 Lighting Plan Page 3 of 8 • • • • •• • ••• • • • • • ••• •. • 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 08/02/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 • • • • • . • • • • • • • • : 41/30/04 07/30/04 • •. • • 07630/04 '.• • • • '.;0/0/04 ••• • ..'0f630/04 07/30/04 E2.2.21 E2.3.11 E2.3.12 E2.3.21 E2.3.41 E3.1.00 E4.1.01 E4.1.02 E4.1.03 E4.1.04 E5.1.01 E5.1.02 E5.1.03 E5.2.01 E5.2.02 E5.2.03 E5.2.04 E5.2.05 ELECTRICAL DRAWINGS (continued) Building 1 2 "d Floor Lighting Plan Building 1 1St Floor Power Plan Building 2 Building 3 Power Plan 2 "d Floor Power Plan Roof Plan Building 1 Enlarged Elect. /Mech. Room Plans Power Riser Diagram Fire Alarm, Tele Comm. Riser Diagram Security & Clock/Bell Riser Diagram CAN Riser Diagram Panel Schedules Panel Schedules Panel Schedules Details Details Details Details Details PROJECT SPECIFICATIONS BIDDING AND CONTRACT REQUIREMENTS 00200 Instructions to Bidders 00210 Supplementary Instructions to Bidders 00320 Soil Investigation Data 00410 Bid Form 00432 Bid Bond 00451 Contractor's Qualification 00500 Agreement Form 00610 Bonds 00621 Certificate of Insurance 00710 General Conditions of the Contract for Construction 00810 Supplementary Conditions DIVISION 1 - GENERAL REQUIREMENTS 01100 Summary 01210 Allowances 01230 Alternates 01250 Contract Modification Procedures Instruction to Contractor Form 01252 Request for Information (RFI) Request for information (RFI) Form 01290 Schedule of Values 01310 Project Management and Coordination 01320 Construction Progress Documentation 01322 Photographic Documentation 01330 Submittal Procedures Submittal Transmittal Form Conditions of Use Agreement 01400 Quality Requirements Page 4 of 8 • • • • • • • • • .• .. • • • • • •. • • • ... 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 07/30/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 07/30/04 09/01/04 09/01/04 09/01/04 09/01/04 •. • ,09/01/04 • 09/01 /04 • . • . . •••.09/01 /04 09/01/04 • • • • • Q9/01/04 • • •••• • • • . . . . ▪ • . • • ▪ •• • ••• • 09/01/04 DIVISION 1 - 01500 01600 01700 01731 01770 01781 01782 01820 DIVISION 2 02361 02810 02821 02822 02900 02935 DIVISION 3 03300 03410 03411 03470 GENERAL REQUIREMENTS (continued) Temporary Facilities and Controls Product Requirements Request for Substitution Transmittal Form Execution Requirements Cutting and Patching Closeout Procedures Project Record Documents Operation and Maintenance Data Demonstration and Training - SITE CONSTRUCTION Termite Control Irrigation System Chain Link Fences and Gates Ornamental Gates Landscaping Lawn and Grasses - CONCRETE Cast -In -Place Concrete Structural Pre -cast Prestressed Concrete Joists and Soffit Beams Plant- Pre -cast Structural Concrete Tilt -up Precast Concrete DIVISION 4 - MASONRY Not Applicable DIVISION 5 - METALS 05400 Cold Formed Metal Framing 05425 Pre - Engineered Cold- Formed Steel Trusses 05500 Metal Fabrications 05511 Metal Stairs 05521 Pipe and Tube Railings DIVISION 6 06100 06150 06160 06402 DIVISION 7 07131 07180 07210 07242 07321 07411 07552 - WOOD AND PLASTICS Rough Carpentry Wood Decking Sheathing Interior Architectural Woodwork - THERMAL AND MOISTURE PROTECTION Self- Adhering Sheet Waterproofing Traffic Deck Waterproofing Building Insulation Simulated Cast Stone Trim . •• Clay Roof Tiles • • • Manufactured Roof Panels ••• SBS- Modified Bituminous Membrane Roofing •• ••• 0 • • • • • • • • • • •• ••• •• • • Page 5 of 8 • • • •. •• • • • • • . • • • • • • • • • •• • ••• • 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 • •• 09/01/04 • • 0/01/04 09/01/04 • 09'01 /04 • 6.: 09/V1/04 • •' 013/b1/04 09/01/04 DIVISION 7 - THERMAL AND MOISTURE PROTECTION (continued) 07620 Sheet Metal Flashing and Trim 07720 Roof Accessories 07841 Through- Penetration Firestop Systems 07920 Joint Sealants DIVISION 8 - DOORS AND WINDOWS 08111 Steel Doors and Frames 08114 Custom Steel Doors and Frames 08311 Access Doors and Frames 08520 Aluminum Windows 08582 Pass Windows 08710 Finish Hardware 08800 Glazing DIVISION 9 - FINISHES 09111 Non -Load Bearing Steel Framing 09220 Portland Cement Plaster /Stucco 09250 Gypsum Board 09265 Gypsum Board Shaft-Wall Assemblies 09310 Ceramic Tile 09511 Acoustical Panel Ceilings 09651 Resilient Tile Floor 09680 Carpet 09775 Sanitary Wall Panels 09911 Exterior Painting 09912 Interior Painting 09964 Exterior Textured Coatings DIVISION 10 - SPECIALTIES 10100 Markerboards and Tackboards 10155 Toilet Compartments 10200 Louvers 10350 Flagpoles 10425 Signs 10651 Operable Panel Partitions 10801 Toilet Accessories 10991 Miscellaneous Specialties DIVISION 11 11132 11400 11600 DIVISION 12 12491 DIVISION 13 - EQUIPMENT Projection Screens Food Service Equipment Laboratory Casework and Equipment - FURNISHINGS Horizontal Louver Blinds - SPECIAL CONSTRUCTION Page 6 of 8 • • • • • • • • •• . • . . •.• • • . • . . . . •• ••• •• • • • • • • ••• • • • • • • • • • • • •• • • • • • • ••. • • .. ••• • ••• • 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 09/01/04 Q8/01/04 • 09/01/04 • • • • •••• •• • • • • • •• • DIVISION 14 - CONVEYING SYSTEMS 14240 Hydraulic Elevator 09/01/04 DIVISION 15 - MECHANICAL 15050 Basic Mechanical Materials and Methods 09/01/04 15055 Motors 09/01/04 15056 Motor Starters 09/01/04 15060 Hangers and Supports 09/01/04 15071 Mechanical Vibration Control 09/01/04 15075 Mechanical Identification 09/01/04 15081 Duct Insulation 09/01/04 15082 Equipment Insulation 09/01/04 15083 Pipe Insulation 09/01/04 15110 Valves 09/01/04 15121 Pipe Expansion Fittings and Loops 09/01/04 15122 Meters and Gages 09/01/04 15140 Domestic Water Piping 09/01/04 15150 Sanitary Waste and Vent Piping 09/01/04 15155 Drainage and Vent Piping 09/01/04 15160 Storm Drainage Piping 09/01/04 15181 Hydronic Piping 09/01/04 15183 Refrigerant Piping 09/01/04 15185 Hydronic Pumps 09/01/04 15189 HVAC Water Treatment 09/01/04 15410 Plumbing Fixtures 09/01/04 15430 Plumbing Specialties 09/01/04 15485 Domestic Water Heaters 09/01/04 15684 Air - Cooled Rotary-Screw Chillers 09/01/04 15725 Modular Indoor Air- Handling Units 09/01/04 15738 Split- System Air - Conditioning Units 09/01/04 15815 Ductwork 09/01/04 15820 Duct Accessories 09/01/04 15837 Centrifugal Fans 09/01/04 15838 Power Ventilators 09/01/04 15845 Air Terminals 09/01/04 15855 Diffusers, Registers, and Grilles 09/01/04 15861 Air Filters 09/01/04 15900 Building Automation System 09/01/04 15990 Testing, Adjusting and Balancing 09/01/04 DIVISION 16 - ELECTRICAL 16010 General Provisions 16020 Completion of Work 16023 Codes and Standards 16053 Provisions for Interior Finishing 16070 Equipment Bases, Mats and Supports 16072 Electrical Supporting Devices 16080 Electrical Inspection and Testing Page 7 of 8 •• ••• • • • • • •• • • • • • • ▪ .09/01/04 • • ••(59/01/04 09/01/04 • • • • • ••• • • 08/01/04 •••• • • • •••• '•• : •' • '•: p '01/04 ••: :•• eca. ••• LL9 /01/04 09/01/04 ••• ! t' .• • • • DIVISION 16 — ELECTRICAL (continued) 16100 Basic Materials and Methods 09/01/04 16112 Raceways and Conduit 09/01/04 16120 Wire and Cable 09/01/04 16131 Outlet, Pull, and Junction Boxes 09/01/04 16132 Floor Boxes 09/01/04 16140 Wiring Devices 09/01/04 16155 Motor Power and Control Wiring 09/01/04 16156 Motor Starter Group Control 09/01/04 16160 Terminal Cabinets 09/01/04 16402 Electrical Site Utilities 09/01/04 16425 Switchboards 09/01/04 16435 Low Voltage Switchgear 09/01/04 16440 Disconnect Switches 09/01/04 16445 Switchboards, Panelboards, and Control Centers 09/01/04 16450 Grounding 09/01/04 16470 Panelboards 09/01/04 16471 Lighting, Receptacle and Power Panelboards 09/01/04 16475 Overcurrent Protective Devices 09/01/04 16511 Lighting Fixtures and Lamps 09/01/04 16535 Emergency Lighting System 09/01/04 16709 Transient Voltage Surge Suppression 09/01/04 16721 Fire Alarm Detection System 09/01/04 Page 8 of 8 •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • •• • • • • •• • • • ▪ • • • •• • • • • • • • • • • • ••• • ••• • •• • ••• • • • A �±*�` . • • •�t ! • • • > • • • • • .• • • •- • • • • ••• r :'•i C _. ••• • • EXHIBIT "C" Compliance Responsibility for Equal Employment Opportunity A. During the performance of this contract, the contractor agrees as follows: 1. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national original. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex or national origin. 3. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract of understanding, a notice to be provided advising thee said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules and regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders. 6. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor or as otherwise provided by law. 7. The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraph (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administrating agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided that if the applicant so participating is a state or local government the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; refer the case to the Department of Justice for appropriate legal proceedings. B. Subcontracts Each nonexempt prime contractor or subcontractor shall include the equal opportunity clause in each of its nonexempt subcontracts. C. Segregated Facilities 1. General. In order to comply with This obligations under the equal opportunity clause, a prime contractor or subcontractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion or national original cannot result. He may neither require such segregated use by written or oral policies not tolerate such use by employee custom. His obligation extends further to insuring that his employees are not assigned to perform their services at any location under his control, where the facilities are segregated. This obligation extends to all contracts containing the equal opportunity clause regardless of the amount of the contract. the term "facilities" as use Meads seetion o teans.waiOnp roopas, work areas, restaurants and other eating areas, time clocks, restrooms, wash rooms, locker rooms, and other storage orslressing areata' riing iota, d=ining fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees. • • • • • • • • ••• • •• ••• •• • • • •• 2. Certification by prime contractors and subcontractors. Prior to the award of any nonexempt Government contract or subcontract or federally assisted construction contract or subcontract, each agency or applicant shall require the prospective prime contractor and each prime contractor and subcontractor shall require each subcontractor to submit a certification, in the form approved by the Director, thatthe prospective yrimr,fftractoror subcontractor does not and will not maintain any facilities he provides for his employees in a segregated manner, or peaniPhi :erployees to perform their serviced at any location under his control, where segregated facilities are maintained; and that he will obtain a similar certifieati©n m the room approved th: I7f re:tor prior to the award • • • of any nonexempt subcontract. • • • • • • • • • • • • • • • • • • Page 1 of 4 D. Solicitations The following notice shall be included in, and shall be part of, all solicitations for offers and bids on all Federal and federally assisted construction contracts or subcontracts in excess of $10,000 to be performed in geographical areas designed by the Director pursuant to §60 -4.6 of this part [see 41 CFR 60- 4.2(a)]: NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 11246) 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: a. Area covered: Goals for Women apply nationwide. Timetable Goal (percent) From March 31, 1981 until further notice 6.9 b. Area covered: Miami -Dade County Goals and Timetables* Goal (percent) All Trades 39.5 *Until further notice These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60 -4(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall made a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employee identification number; estimated dollar amount of the subcontractor; estimated starting and completion dates of the subcontract and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is Miami -Dade County. E. Equal Opportunity Clauses 1. The equal opportunity clause published at 41 CFR 60- 1.4(a) of this chapter is required to be included in, and is [part of, all nonexempt Federal contracts and subcontracts, including construction contracts and subcontracts. The equal opportunity clause published at 41 CFR 60- 1.4(b) is required to be included in, and is part of, all nonexempt federally assisted construction contracts and subcontracts. In addition to the clauses described above, all Federal contracting officers, all applicants and all nonconstruction contractors, as applicable, shall include the specifications set forth in this section in all Federal and federally assisted contracts in excess of $10,000 to be performed in geographical areas designated by the Director pursuant to §60 -4.6 of this part and in construction subcontracts in excess of $10,000 necessary in whole or in part to the performance of nonconstruction Federal contracts and subcontracts covered under the Executive Order. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (Executive Order 11246) a. As used in these specifications: (1) "Covered area" means Miami -Dade County. (2) "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority. ••• . • . • • • • • • (3) "Employer identification number" means the Federal Social Security number used "le E»" ip'ioAr's;Qyartgly'h'eaeral fitc Return, U.S. Treasury Department Form 941. • • ••• • • • • • • • (4) "Minority" includes: • • • ••• • • • • •. •. • • • • • (i) Black (all persons having origins in any of the Black African racial groups no :ot.�- Iispailtc ongief, • • • • •• • • • • • • •• • • (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South F.n ericae or other Spanish Culture er on*, regardless regardless of race); 4.• Avora-liel7 • .. • • • • • • • • ••,- • ••• • • • ••• • • (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). b. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of$10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. c. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. the overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. d. The Contractor shall implement the specific affirmative action standards provided in paragraphs g (I) through (16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor shall reasonably be able to achieve in each construction trade in which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. e. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of these training subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. the evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: g. (1) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. the Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organization's responses. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the -street applicant and minority or female referral from a union, a recruitment source or community organization and to what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. (3) (4) Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or women sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. Develop on-the-job training opportunities and /or participate in training programs for the area which expressly include women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under g (2) above. (6) Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where • ••• • • • • • •• (5) construction work is performed. • • • • (7) Review, at least annually, the company's EEO policy and affirmative action obligation under tliesabsp¢ci�ieb Ions'l�ith all employees having • any responsibility for hiring, assignment, layoff, termination or other employment discisianslnchldtng s(leciftc review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. a written record shall be made and maintained identifying the time and place of these meetings, ,persons attending, subject matter discussed and the disposition of the subject matter. • • ••• ,•• ••• ••. ••• • • • • • (8) Disseminate the Contractor's EEO policy externally by including it in any advIertiy�ng�•intheAws It e$ia,Speeffk al • y including minority and female news media, providing written notification to and discussing the Cddhfactois and Sttbeentrastors with whofriolie Contractor does or anticipates doing business. ••• • • • • l • • / • • • • • v.* • •• •• •�•• _. • ••• • Page 3 of 4 (9) Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site an din other areas of a Contractor's work force. (11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60.3. (12) Conduct at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (13) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. (14) Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. (15) Document and maintain a record of all solicitations of offers of subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. h. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations [g (I) through (16)]. The efforts of a contractor association, joint contractor- union, contractor- community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under g (I) through (16) of these specifications, provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and the failure of such a group to fulfill and obligation shall not be a defense for the Contractor's noncompliance. I. A single goal for minorities and a separate single goal for women have been established. the Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minorities groups, both male and female, and all women, both minority and nonminority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even through the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). j. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex or national origin. k. The Contractor shall not enter into any Subcontract with any person for firm debarred from Government contracts pursuant to Executive Order 11246. 1. The Contractor shall carry our such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. m. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the director shall proceed in accordance with 41 CFR 60-4 8. n. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. o. Nothing herein provided shall be construed as a limitation upon the application of other laws whicli eitabiisli dieexent tandarras of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., thos8 ynder (ji Py111rp \torts:'y i ldtitent Act of 1977 and the Community Development Block Grant Program). • • • • • • • • • •• ••• •• • • • •• 2. The notice set forth in 41 CRF 60-4.2 and the specifications set forth in 41 CFR 60-4.3 replace the New Form for Federal Equal Employment Opportunity Bid Conditions for Federal and Federally Assisted Construction published at 41 CFR 32432 and commonly known as the Model Federal EEO bid Conditions, and the New EEO Bid Conditions, and the New Form shall not be used after the regulation] }ir•4IgFE2 Part0i4 l>' cane eftetjve• • • • • • • • • • • • F. The term Contractor and Subcontractor both refer to Subcontractor within this Exhibit "C ". • • • • • • • • • • • • • ••• • ••• • •• • G. Subcontractor acknowledges and expressly agrees that the Federal Register, Part IV dates October 20, 1978 (compliance for equal employment opportunity, pursuant to Executive Order 12086) is made a part of this agreement by reference. ••• • ACCORD, CERTIFICATE OF INSURANCE PRODUCER INSURED 21st CENTURY ELECTRICAL CONTRACTORS, INC. DBA 21st CENTURY ELECTRIC 1530 Northwest 26 Avenue Pompano Beach, Florida 33069 (954) 974 -5412 ISSUEDATE(MM /DD/YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LETTER COMPANY LETTER B COMPANY c EXHIBIT rrnrr LETTER . COMPANY D LETTER COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE (MM /DDJYY) DATE (MM /DDJYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ _ COMMERCIAL GENERAL LIABILITY PRODUCTS COMP /OP AGG. $ CLAIMS MADE OCCUR. PERSONAL & ADV. INJURY $ _ OWNER'S & CONTRACTORS PROT. EACH OCCURRENCE $ CONTRACTUAL FIRE DAMAGE (any one fire) $ _ MED. EXPENSE (any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO _ ALL OWNED AUTOS BODILY INJURY (per person) $ _ SCHEDULED AUTOS _ HIRED AUTOS BODILY INJURY (per accident) $ NON -OWNED AUTOS GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION STATUTORY LIMITS AND EACH ACCIDENT $ EMPLOYER'S LIABILITY DISEASE—POLICY LIMIT $ DISEASE —EACH EMPLOYEE $ OTHER X JAMES A. CUMMINGS, INC. IS ADDITIONAL INSURED ON ALL LIABILITY POLICIES. DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /SPECIAL ITEMS PROJECT: MIAMI SHORES VILLAGE CHARTER HIGH AND MIDDLE SCHOOL CERTIFICATE HOLDER JAMES A. CUMMINGS, INC. 3575 Northwest 53 Street Fort Lauderdale, Florida 33309 ACCORD 25 -S (7/90) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPAVMLtiVrIL•301 DAMS VVRIirEN •t$OTICE TO THE CERTIFICATE HOLDER NAMED TO THEt.EFT. • • • • • •• ••• •• • • • •• • AUTHORIZED REPRESENTATIVE • • • • • • • • • • • • • • • • • • • • •. : : &CaQRD i • a, PQRAIAN 34 • ••• • ••• • •• • • •• •t, • 4...4,4 ?k;...- - • •. • • • • • • ••• • • • • • • •ii • ••• •., • • ••• • TO: • JAMES A. CUMMINGS, INC. General Contractors 3575 N. W. 53 Street Fort Lauderdale, Florida 33309 (954) 733 -4211 Broward (305) 945 -8146 Dade Date: REQUEST FOR PAYMENT NO. (FILL IN NAME & ADDRESS OF SUBCONTRACTOR) EXHIBIT "E" Page 1 of 2 PROJECT NAME: This Request for Payment is for work performed on the above Project through the pay period ending: ORIGINAL CONTRACT AMOUNT Approved Change Orders TOTAL REVISED CONTRACT BREAKDOWN OF BILLING TO DATE Value of Work performed to Date (See Breakdown Attached) Value of Material Stored on Site $ SUBTOTAL $ Less % Retainage $ Amount Earned to Date $ Less Previous Payments (Requests) $ AMOUNT OF THIS REQUEST No. $ (A) BREAKDOWN OF BILLING THIS PERIOD ONLY Value of Work Performed this Month $ Material Stored on Site this Month (not previously billed) $ SUBTOTAL $ Less % Retainage (this monthly only) $ AMOUNT OF THIS REQUEST No. $ (A) This line should agree with line (A) above This Requisition must be submitted by the 20th of the Month and can include work through the 25th of this Month. Please be sure Releases of Lien for previous payments have been returned to Cummings' office along with any required Material Supplier Releases of Lien (see Articles III (B) and III (E) of Subcontract Agreement). INS. CERT. BOND PREV. REL. SUPPLIER RELEASES • •• Vendor # Job•#••• • • • . - - • C • 1 4 1 • 1. • P10 StiDContted #0 • • • •' Amount $ •Discownt $ •' • Ap�rc�reti b • • ••• Date •� ••• • • • • • • • • • • • • •• • • • • • • •• • • • • • JAMES A. CUMM1NG-Si SUBCONTRACTOR aut.J1....,..rix 1 IS(-%,J 1 V. 1. 1%,...i.v.o1...” 1 it • ...• —. .......-• • •• H I ' A B C D E F G Item No. Description of Work Scheduled Value Work Completed Materials Presently Stored (not in D or E) Total Completed and Stored to Date (D÷E+F) % (G+C) Balance to Finish (C-G) Retainage From Previous Application (D+E) This Period M L M - L M L M L M L- _......_ M L 4 a t.,,...., t'v ,..,,,I....... M L M L M L • ■ • - •• • • • ••• • • •• •••• • • • • • L • ' - .., • - •••• • • M • • • • • L EXHIBIT "E" Page 2 of 2 ...„.•• • , • I , se 111 \ .. .• • •• .. • • M •••••••• L : o••• I --,....,44, gees 41 • 10• • • s •••• • • L • • •• • , •••• 7401. • •• • • • M •••• • •• •••• • • • L . • ■ • • •••• M L Page Total: Total: PERFORMANCE BOND EXHIBIT "F" Page 1 of 2 KNOW ALl_ MEN_ ,BY THESE; RESENTS, That hereinaftl >4palted the "Pnncr al' as Princi a corporation Organized and existing under the laws of the State of (hereinafter called the "Surety), as Surety are held and firmly bound unto JAMES A. CUMMINGS, INC., 3575 N. W. 53 Street, Fort Lauderdale, Florida 33309 (hereinafter called the "Obligee "), in the sum of for the payment of which sum well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Obligee has been awarded a contract (hereinafter called the "Prime Contract "), by WHEREAS, the Principal has entered into a written Subcontract with the Obligee dated to perform, as Subcontractor, certain portions of the work in connection with said Prime Contract, consisting of which Subcontract is hereby referred to and made a part hereof. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal shall well and truly perform all the undertakings, convenants, terms, conditions, and agreements of said Subcontract within the time provided therein and any extensions thereof that may be granted by the Obligee, and during the life of any guaranty required under said Subcontract, and shall also well and truly perform all the undertakings, covenants, terms, ;conditions, and agreements of any and all duly authorized modifications of said Subcontract that may hereafter be made, and shall indemnify and save harmless said Obligee of and from any and all loss, damage, and expense, including costs and attorney'. fees, nrhich the said Obligee may sot stain bysreason of fails r 4sp to do, them this obligation` shall'- be null and void; otherwise-it shall remain its full force effecturs The said Sulety agrees ghat no change,tensionftime, alte>at�o, addition, omiion, or other modifications of the terms of eitt er�thhe said Subco ttact or the Said; PrlrYit; .s- ontract, r oth, or in the sii:ctilvork to be performed, or in the specifications, or liVVthe plans shall ii anywise affeetlts obligation ort this Bond, and it does hereby waive notice of any such changes; extensions of` time, attarations, additions, omissions, °and other modifications. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their several seals this day of , 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Witness: Or Secretary's Attest Witness: (Surety)., • • (Seal) (Principal) By and Titivl • • ••• • • • • • •• • • Or Secretary* Ate: • • • • (Seal) By and•Title4' ••• • .•. ''. • • •t • 1 • ••• • • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• 1 KNOW A THESE; RESENTS, (hereinaffar baCfed the "Prin pa " , s Princi PAYMENT BOND EXHIBIT "F" Page 2 of 2 a corporation organized and existing under the laws of the State of (hereinafter called the "Surety), as Surety are held and firmly bound unto JAMES A. CUMMINGS, INC., 3575 N. W. 53 Street, Fort Lauderdale, Florida 33309 {hereinafter called the "Obligee "), in the sum of their I to be made, the said Principal and Surety bind themselves and th i sum well and truly , for the payment of which s y p tY respective ective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHER :AS, the Obligee has been awardeda contract (hereinafter-called the "Pr:irtaeiContract "), by for construction an WHEREAS, the Principal has entered into a written Subcontract with the Obligee dated to perform, as Subcontractor, certain portions of the work in connection with said Prime Contract, consisting of which Subcontract is hereby referred to and made a part hereof. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall promptly make payment to all persons supplying labor and material in the prosecution of the work provided for in said Subcontract and any and all modifications of said Subcontract that may hereafter be made, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The said =Surety agrees thatno change, ext€nsior>.,pftime, alteration,;addition, omission, or othermodifications of the terms of either the said Subcottttact or the sa[d Prirrto contract, 0. both or rn the sadOork to be performed, or in the specifications,*in the plans, ,shalt trl anywisetaffc jts f l gation ort this BC: rid, and it does hereby waive notice of any such changes, txlertsions of tii'ne,.atterations, add'[ #f+ ns, .,missions, 'a' nc other modifications The said Pnnc)pal anditl a satdLSurety agree:that this Bond shall Inure to the benefit of all persons supplying labor, material, suppl as 'and /or setwices iri fate prosecution ofThe work protr[ded for in said Subcontract, as weit'asto the Obligee, and that such persons may maintain independent actions upon this Bond in their own names. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their several seals this day of , 20 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Witness: (Principal) Or Secretary's Attest Witness: Or Secretary's By •• (Signature and Tite) •• ••• • . • • •• ••.••••• • • • • • •• •.*• •• • • • -r« (Surety.)< • By .. • ( Sighature and nlei (Seal) Seal) ••• : • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • •o'd•• • •• ••• • • • ••• • • This Agreement, hereinafter called "Agreement ", made and entered into this 7th day of January , 2005, by and between JAMES A. CUMMINGS, INC., a Florida Corporation, (hereinafter called "Cummings ") and 21st CENTURY ELECTRICAL CONTRACTORS, INC. DBA 21st CENTURY ELECTRIC 1530 Northwest 26 Avenue Pompano Beach, Florida 33069 (954) 974-5412 Witnesseth, that Subcontractor and Cummings agree as follows: (hereinafter called "Subcontractor "). ARTICLE I. Description of Work. Subcontractor shall be responsible for layout and completion of all work included in this Agreement, including but not limited to providing all labor, materials, scaffolds, tools, hoisting facilities, cranes and equipment required to perform and complete the work included in this Agreement for furnishing and installation complete of all required Electrical in complete accordance with the Contract Documents (including Division 16, Sections 16010, 16020, 16023, 16053, 16070, 16072, 16080, 16100, 16112, 16120, 16131, 16132, 16140, 16155, 16156, 16160, 16402, 16425, 16435, 16440, 16445, 16450, 16470, 16471, 16475, 16511, 16535, 16709 and 16721), and Addenda to date all as prepared by the Architect and to meet all local codes, ordinances and OSHA requirements (continued on pages 14, 15, 16, and 17, Additional Provisions, inclusive) (hereinafter called the "Work ") for the project known as MIAMI SHORES VILLAGE CHARTER HIGH AND MIDDLE SCHOOL located at Miami Shores, Florida as shown on the Plans and described in the Specifications and in accordance with the Contract Documents prepared by (hereinafter called the "Project ") SPILLIS CANDELA & PARTNERS, INC. 800 Douglas Entrance Coral Gables, Florida 33134 (hereinafter called the "Architect "). ARTICLE II. Time of Completion. Subcontractor shall complete the several portions and the whole of the Work included in this Agreement at or before the time or times hereinafter stated, to wit: and /or in complete accordance with the Project Progress Schedule (hereinafter called the "Progress Schedule ") which may be revised from time to time by Cummings as the job demands all at no additional cost to Cummings. The Progress Schedule may be reviewed in the Project field office at any time during reasonable construction hours, upon request. Time is of the essence in this Agreement. In the event Subcontractor or its agent, employee or subcontractor in any way by act, omission or negligence cause delay or tend to cause delay to the progress of the Work which may cause any damage to Cummings, Subcontractor shall protect, indemnify, defend and hold Cummings harmless, for all liability, responsibility, obligation, cost (including attorneys' fees incurred through all levels of proceedings) claim or demand arising therefrom. A. Overtime. Cummings, if it deems necessary, may direct Subcontractor to work overtime and if so instructed Subcontractor will work said overtime and, provided that Subcontractor is not in default in any of the provisions herein, Cummings will pay Subcontractor for the actual premium portion of overtime wages paid at rates which have been preapproved by Cummings plus taxes imposed by law on such additional wages, plus worker's compensation, levies and liability insurance on such additiougl•wagea wkep req firer: to be paid by Subcontractor. In no event shall Subcontractor be entitled to impact, inefficiency or damages of anq nature Qristip: opt Qf r i eslo ting from working overtime, acceleration or revising the schedule. If, however, Subcontractor delays the prpg essoot the VQorjt, y:u1 traator shall, at its own cost and expense, work such overtime as may be necessary to avoid delay in the completion of tiie Prof ect. • • • • • ARTICLE M. Contract Consideration. From the general contract sum to be paid too• �um►n••ings • byxhe for the said Work included in this Agreement shall be • • • ti: • • •..• ••• • Five Hundred Sixty -Nine Thousand Dollars ($569,000.00) * ** 1 m to be paid to Subcontractor • • • ( hereinafter :al=edne" ontra€ t Consideration ") • ••• • • .• •• • • • • • ••• •• • • ••• • • in current United States funds, subject to additions or deductions as herein provided; which sum shall be deemed to include all permits, fees, inspection costs and/or taxes required by any division of the Federal, State or local government. Subcontractor expressly acknowledges that any payment obligation is expressly conditioned upon Cummings' receiving payment from the Owner for work performed by Subcontractor. Except if and as expressly otherwise provided in this Agreement, the Contract Consideration shall compensate Subcontractor in respect to each and every obligation of Subcontractor arising hereunder. A. Taxes. Subcontractor, for the Contract Consideration stated herein, hereby accepts and assumes exclusive liability for, and shall protect, defend, indemnify and hold Cummings and the Owner harmless from and against the payment of all Municipal, State, County and Federal taxes imposed by law, based upon payroll costs, materials furnished, or services rendered, including but not limited to, FICA taxes, State and Federal unemployment taxes, sales taxes, levied or assessed against the Owner, or Cummings, or Subcontractor arising out of either the acquisition by Subcontractor for the furnishing or installing by Subcontractor or by any of its subcontractors of materials, equipment, or of any other kind of personal property, or the furnishing of labor and /or services in connection with the Work. Where the law requires any such tax to be stated and charged separately, the total of all items included within the Work and the added tax shall not exceed the Contract Consideration stated herein. B. Monthly Requisition. On or before the 20th of the month Subcontractor shall furnish directly to Cummings' field office an acceptable partial payment estimate for work performed by Subcontractor projected through the 25th of the month on the form provided by Cummings a copy of which is attached hereto as Exhibit "E ". Monthly requisitions shall be accompanied by original partial releases of lien from all of Subcontractor's sub - subcontractors and materialmen for work performed and services rendered. If properly and timely submitted and approved Cummings shall include the partial payment estimate of Subcontractor in its request to Owner for partial payments. Unless otherwise provided herein, Cummings shall make partial payments to Subcontractor within 4en -(10) iive< days following Cummings' receipt of payment from Owner for Work performed by Subcontractor, including changes in the Work, to the extent of Subcontractor's interest therein. Subcontractor shall, in turn and in the same manner, make partial payments to its laborers, suppliers and subcontractors for work performed and materials furnished and to the extent of their respective interests therein. Subcontractor shall earmark all payments made to its subcontractors and suppliers by identifying the Project referenced in this Agreement and include language on its remittances which limits the application of its payments to any outstanding balance on the Project referenced in this Agreement. The amount paid to Subcontractor shall not exceed the amount allowed and paid by Owner on account of Subcontractor's Work, less all previous payments, less ten percent (10 %) retainage, less all charges for materials or services furnished by Cummings and properly chargeable to Subcontractor, and less all sums properly withheld by Cummings as allowed by the terns of this Agreement. Notwithstanding anything to the contrary herein or in any other Contract Documents, Owner's actual payment to Cummings of funds representing the work of Subcontractor shall be an express condition precedent to any obligation of Cummings to pay Subcontractor. Subcontractor acknowledges that Cummings' actual receipt of full payment from Owner shall be a condition precedent to the bringing of any action for payment against Cummings or its Surety. Subcontractor further agrees that its full performance of this Agreement shall not alter the binding effect of this paragraph. Subcontractor's failure to submit a proper and timely request for partial payment, together with all additional documentation required herein and by the Contract Documents, will result in the request for partial payment being held over for submission during the succeeding payment period. Subcontractor covenants that all sums paid by Cummings to it shall be, and hereby are, impressed with a trust in favor of laborers, sub - subcontractors and materialmen furnishing labor and material to Subcontractor in connection with the Work, as well as in favor of any taxes, insurance premiums, or governmental fees owed in connection with the Work. Subcontractor will apply the payments received from Cummings for these purposes before using any part thereof for any other purpose. Subcontractor shall, as often as requested by Cummings, furnish an Affidavit showing the names and addresses of all persons who have furnished labor, equipment, services or materials in connection with the Work, as well as the amount due, or to become due to each such person, and the amounts paid to each such person by Subcontractor. In addition, and as further conditions precedent to Cummings' payment obligation to Subcontractor herein, Subcontractor shall execute and deliver to Cummings with each request for partial payment all of the following: 1. A waiver and release in the form attached hereto as Exhibit "A ". 2. 3. 4. Subcontractor's proof, if required, of its continued adherence to all licensiag,•intitenoe , l o • • Agreement. • • • ; • • • • . . ; Subcontractor's furnishing of evidence satisfactory to Cummings that Subcontractor has paialn furnishing labor, equipment, services or materials in connection with the Work; • • • ••• • Subcontractor's satisfaction or removal, by bonding or otherwise, of any It ot�bo� d4laim,'or • gtlier claun uaga4yst the Owner, Cummings, or Cummings' surety, by anyone claiming to have furnished labor, nl nialisi oqutpmant Qr lervices•lr iheeProject at the request of Subcontractor; nding „png indemnity requirements of this • • • 4, • • • •• full all:parso s, subcontractors or suppliers • • • 'Tr 5. Subcontractor's furnishing of all documentation or information required by tt Cortrac�T o in onnection with g �1 Y • •. •• • The submission of evidence satisfactory to Cummings that required as builbdrawings�r�j��tng Proptrly main ed; an • •.V•: • • • • ; • ••• • • •• nt req 2 6. The absence of any material breach of this Agreement by Subcontractor. 7. Written consent of surety on Cummings' form if required by Cummings. C. Trade Payment Breakdown. Prior to the submittal of its first partial payment requisition, and at least five (5) days prior to the date by which Cummings must submit to the Owner any schedule of values for the Contract, Subcontractor shall furnish a breakdown of the Subcontract price for Cummings' approval. The trade payment breakdown shall be prepared on the form provided by Cummings, and supported by such data as Cummings or the Owner may direct, and shall be subject to Cummings' approval. The total of scheduled values shall equal the Subcontract amount and shall be divided to show the true value of each phase of the Work and in such a manner as will facilitate progress payments to Cummings from Owner and from Cummings to Subcontractor. Each scheduled item shall show separately labor and material values, and shall include its proper share of Subcontractor's overhead and profit, unless Cummings shall direct that overhead and profit be allocated by some other method. Each scheduled item shall not be greater than five percent (5 %) of the value of the contract. The approved breakdown shall not be used for any purpose other than as a basis for Subcontractor's requisitioning of partial payments. t . Payment for mobilization, submittals, shop drawings, or samples shall not be allowed unless specifically approved by the Owner and the Architect. D. Payments Withheld. If at any time there shall be evidence of any lien or claim for which, if established, Cummings or the Owner of the Project might become liable, which is chargeable to Subcontractor or there shall be evidence that damage may have been caused by Subcontractor to other work, Cummings shall have the right to retain out of any payment then due or thereafter to become due, an amount sufficient to completely secure itself and the Owner for any Toss or damage, including legal fees and disbursements, which either may sustain in discharging such lien or claim. Should there prove to be any such claim after all payments are made, Subcontractor shall refund to Cummings all monies that Cummings or the Owner shall pay or become liable for in discharging such lien on or claim against the Project and all expenses incurred in connection therewith and Subcontractor agrees to protect, defend, indemnify and hold Cummings and the Owner harmless in respect to the same. E. Final Releases of Lien. Subcontractor shall present to Cummings, with Subcontractor's Final Requisitions, originals of all final Releases of Lien for payments paid or to be paid to Subcontractor which must include releases for materials and work performed and paid or to be paid to date from any and all subcontractors or suppliers to Subcontractor of material, labor, equipment services, etc., or anything else upon which a lien or bond claim may be based under applicable law unless earlier required by the Contract Documents. Said releases for materials, equipment services and work performed and paid or to be paid shall be on the form shown in Exhibit "A" and shall be presented prior to or simultaneous with receipt of payment by Subcontractor. Subcontractor shall cause any mechanic's lien filed through or under Subcontractor to be released, discharged or removed to surety bond (pursuant to Chapter 713, Florida Statutes) within ten (10) days from notice of filing thereof. F. Joint Checks. Progress or final payments may, in the discretion of Cummings, be made in the form of checks payable jointly to Subcontractor and its creditors (including, without limitation, sub - subcontractors, material suppliers, laborers, labor unions, equipment suppliers and sureties), or by direct check payable to Subcontractor's creditors as provided herein. In the event Cummings receives any notification from any such sub - subcontractor, supplier, laborer or other creditor claiming that Subcontractor has failed to timely pay any indebtedness for labor, materials, services, equipment, benefits or the like in connection with the work performed by Subcontractor on the Project, Cummings may, after seven (7) days written notice to Subcontractor, pay the amount of any such claimed liability and recover the amount thereof from Subcontractor, directly or by application of any portion of the Subcontract amount then or thereafter becoming due hereunder. Cummings' authority to make payment of Subcontractor liabilities by joint check or by direct payment, as provided herein, is completely discretionary, and Cummings has no legal or equitable obligation to any such third party creditor. Subcontractor's failure to timely and satisfactorily explain in detail and justify its failure to pay any such creditor shall constitute an acknowledgment of the legitimacy of the debt claimed and a waiver of all claims against Cummings on account of its making any direct or joint check payment to Subcontractor creditors. G. Final Payment. Final payment constitutes a waiver of all claims by Subcontractor against Cummings, Cummings' surety, the Owner and the Architect. Final payment by Cummings to Subcontractor hereunder shall be subject to all conditions of this Subcontract which apply to partial payments, including, but not limited to, the occurrence of the following conditions precedent to Cummings' obligation to make any payment to Subcontractor. 1. Cummings shall have received full and final payment from the Owner, including full payment for the Work of Subcontractor; 2. Subcontractor's full and proper performance of all Subcontract requirements; •• • ••o . : ' • • •• 3. The acceptance of Subcontractor's Work by Cummings, the Owner and Arctateet; •; : • • •: • . . •: ;• • - - •• ••• •• •• • ••• 5. The presentment by Subcontractor of evidence satisfactory to Cummings th th %Pioject,pO in from all claims and liens in connection with the Work of Subcontractor; • • • : • • • • • • • • ••• • • 6. The receipt of the consent, if requested, of Subcontractor's Surety, if any, to the making of er,••ummings ani its Surety are fully released • • • • • • • • • • • • • •• • • filial payuflent to Subcontractor; 7. Subcontractor's satisfaction of all Project close -out requirements set out ill pit c ontra.t gorun qps; • • • • ••• • • • • • • •.y.•• • ••• ;• •• s "• • • A a•• 3 8. Subcontractor's execution and delivery to Cummings of a Final Project Release, on the form attached as Exhibit "A" which shall, among other things, hold the Owner, Cummings and Cummings' Surety free and harmless from all claims arising out of or in connection with the Subcontract performance; 9. An Affidavit by Subcontractor, acceptable to Cummings, and stating that all labor, material, equipment, services and other debts incurred in connection with the Subcontract Work have been fully paid or released; and 10. The receipt of any written guarantees, product data, as -built drawings, O &M manuals, and other documentation required by the Contract Documents. 11. Cummings' receipt of original Final Releases of Lien from all Subcontractor's sub- subcontractors and materialmen and other lienors as provided in paragraph E above. Within ten (10) days of the satisfaction of all conditions precedent to final payment as outlined above, and unless some different time frame is required by applicable law, final payment shall be made to Subcontractor. Final payment shall constitute a waiver of all claims by Subcontractor against Cummings, Cummings' Surety, the Owner, the Architect, and the Project. Notwithstanding anything to the contrary herein or in the Contract Documents, Cummings' actual receipt of full payment from the Owner is acknowledged by Subcontractor as a condition precedent to Subcontractor's right to bring any action for payment against Cummings or its Surety. Subcontractor's full performance of this Agreement shall not excuse or waive this express condition precedent. H. Payments/Non- Acceptance. No payment made under this Agreement shall be conclusive evidence of the performance by Subcontractor of this Agreement, either wholly or in part, and no payment including final payment shall be construed to bean acceptance of defective work or improper materials, nor shall entrance and use by the Owner constitute acceptance of the Work hereunder or any part thereof. I. Right of Setoff. Cummings shall have the express right of setoff against sums due Subcontractor under this Agreement for sums owed or claimed by Cummings to be owed Cummings (or an affiliate) by Subcontractor (or an affiliate) under or by virtue of this Agreement or any other agreement by and between Cummings (or an affiliate) and Subcontractor (or an affiliate) or by operation of law. ARTICLE IV. Extension of Time. Should Subcontractor's performance of this Agreement be delayed, hindered, suspended, disrupted, impacted, or otherwise interfered with or made less efficient for any reason beyond the control and without the fault of Subcontractor, and provided such causes would entitle Cummings to an extension of time under the Contract Documents, then the time herein fixed for the completion of Subcontractor's Work shall be equitably extended for a period equivalent to the time lost by reason of any or all such causes. Notwithstanding anything to the contrary elsewhere herein or in the Contract Documents, Subcontractor agrees not to make, and hereby waives, any claim for an increase in the Subcontract price or for damages or additional compensation on account of any delay, regardless of the extent or nature, hindrance, suspension, disruption, impact, interference (active or otherwise), acceleration or other cause which may entitle Subcontractor to an extension of time. If Subcontractor's performance is delayed solely as a result of causes for which the Owner or its agents are liable, and provided the Owner pays additional compensation to Cummings for Subcontractor damages as a result of any such delays, then Cummings will pass on to Subcontractor the portion of any such Owner payment which represents Subcontractor damages. If any such payment from the Owner fails to designate specifically the extent to which Subcontractor delay damages are represented in the payment, then Cummings, in its sole discretion, shall make that determination and Subcontractor agrees to be finally bound thereby. Subcontractor's entitlement to a time extension, and the granting of the time extension to which Subcontractor is entitled hereunder, may be granted during the course of the Work, or in connection with the final payment to Subcontractor, at Cummings' election, and the timing of the granting of the time extension shall be without cost or adverse consequence to Cummings. Subcontractor's entitlement to an extension of time, or to recover delay damages or additional compensation actually paid by the Owner to Cummings for Subcontractor's benefit, as provided for herein, are subject to each of the following conditions precedent: A. Within seventy -two (72) hours of the commencement of any condition giving rise to any delay, disruption or interference, unless a shorter time is required by the Contract Documents, Subcontractor shall notify Cummings in writing of the delay or interference. The notice shall be provided in time and in form sufficient to allow Cummings to comply with any notification to the Owner required by the Contract Documents. B. The notice of delay shall be submitted in sufficient detail, and with any requested supporting documentation, so as to demonstrate to Cummings' satisfaction the following: . •' ••• • • • • o • • • •: ••: : . :.: • 1 . That the delay or interference was not within Subcontractor's reasonable copjrbl;• • : . • • . . • • • •w • • • •. 2. That the delay or interference delayed the critical path of the progress schedule; • . 3. That there are no concurrent delays for which Subcontractor is responsibjee aid: • • • • • •• • • �• • • • . • • • • •... • 4. The proposed timing and nature of the reasonable and prudent steps to be taken by Subc8rl facto? in ord ®rte niiti ate the effect of the delay or interference. 4 ... . • • • • • • . . • • .. .. C. Any request for a time extension based in part on an alleged manpower shortage must be accompanied with conclusive evidence of Subcontractor's efforts to obtain manpower and that a manpower shortage in fact exists. Subcontractor's failure to timely and fully comply with each of the aforementioned conditions precedent shall result in a waiver and release of any claims for time extensions, or for additional cost or compensation, which Subcontractor may have pursuant to this Agreement. Without limiting the foregoing, Subcontractor acknowledges that it will not be entitled to an extension of time for normal bad weather, or for conditions relating to the accessibility and character of the site which could have been taken into account prior to the execution of this Subcontract. ARTICLE V. Freight Charges and Shipments. Subcontractor in making or ordering shipments shall not consign or order materials in the name of Cummings. Cummings shall have the right to designate the shipping method and carrier over which all materials required for the Work shall be shipped provided that Subcontractor's cost is not increased thereby. If Subcontractor is behind schedule, all increased shipping costs resulting from delivery requirements of Cummings shall be paid by Subcontractor. ARTICLE VI. Contract Documents and Obligations. Subcontractor assumes for the portion of the Work covered by this Agreement, all obligations placed upon Cummings by the Contract Documents (i.e., the General Contract, the Plans, Specifications, General Conditions and other documents made a part of Cummings' Contract for the project work) which Contract Documents are hereby made a part hereof. In the event that the Contract Documents and this Agreement have differing requirements, the most stringent requirement applies. Unless the context clearly requires otherwise, capitalized terms defined in the General Contract such as "Plans" and "Specifications" used in this Agreement shall have the meanings ascribed to them in the General Contract. Subcontractor specifically acknowledges that it has read and understands all portions of the Contract Documents referenced herein and listed on Exhibit `B ", and that any provision or document required by the Contract Documents to be included in Cummings' Subcontracts for this Project are acknowledged to be included in this Agreement, even though the specific text is not reprinted in this Agreement. All Contract Documents are available at all reasonable times at the office of Cummings for further examination by Subcontractor. A. Dimensions. The dimensions given on the Plans and the Specifications are approximate only and Subcontractor shall take such measurements as will ensure the proper matching and fitting of the Work covered by this Agreement with contiguous work. B. Shop Drawings. Subcontractor shall, within thirty (30) days from receipt of this Agreement, prepare and submit to Cummings, for review by the Architect, Owner or the governing agency, such shop drawings, working drawings, coordination drawings, samples, brochures, cut sheets, etc., as may be necessary to completely describe the details and construction of the Work. Shop drawings shall be submitted in quantities specified by Cummings; at least one copy must be a legible and reproducible print/Mylar and the other copies must be opaque prints (blue line). Upon receipt of an approved sepia, Subcontractor will provide Cummings with approved prints, in quantities to be specified by Cummings. Review of these shop drawings by Cummings and/or the Architect will not relieve Subcontractor of its obligation to perform the Work in strict accordance with the Plans and Specifications or properly matching and fitting the Work with contiguous work. All submittals shall be received by Cummings at least ten (10) working days prior to the required date of submittal to the Architect or Owner. C. Contiguous Work. Should the proper and accurate performance of the Work included in this Agreement depend upon the proper and accurate performance of other work not included in this Agreement, Subcontractor shall use all necessary means to discover any defects in such other work and shall report the said defects in writing to Cummings before proceeding with the Work, and shall allow Cummings a reasonable time to remedy or cause the remedy of such defects. Failure to so notify Cummings shall constitute acceptance of such other work. It is also understood and agreed that Subcontractor is aware of the necessity of working in cooperation with all other trades on the Project. It is further understood and agreed that Cummings shall coordinate all of this work and that Subcontractor shall perform to Cummings' satisfaction at all times in regard to progress and workmanship. Subcontractor shall be required to protect its own Work as well as the work of others during the performance of the Work and shall be responsible for damage to its own Work as well as the work of others caused by its acts, omissions or negligence. ARTICLE VII. Changes Clause. A. Cummings may, at any time, and without notice to Subcontractor's Surety, make changes, additions and /or deletions to the Subcontract Work, but only upon written order of Cummings' authorized representative. If any such written change directive by Cummings, or other act or omission of Cummings, is deemed by Subcontractor to require an increase in the Subcontract price or a compensable change in the Subcontract schedule, then Subcontractor shall notify Cummings of that fact within five (5) days of the date of the written directive or the occurrence of the act or omission. Subcontractor's notification to Cummings shall include an explanation sirthe st ns ii which tie Subcontract price and/or schedule are affected, with such detail and supporting documentation as Cummings may itpuire. i"uU'ctpDtrptlr's•fa ureld fully and timely comply in writing with the requirements of this subparagraph shall constitute a complete wiier �f�a�y$u�cQntPacti s elairy for additional compensation or an extension of time in connection with the directive, act or omission. • • • • • ..• B. If Cummings requests that Subcontractor review a proposed modification tp•tiie: eject Work fpr• its impact on Subcontractor's Work, or if Subcontractor is requested to submit a change order proposal, Subcontractor steal j respond i n Dvrrfing with a ohaage, ogler proposal within seven (7) calendar days from the date of the request, unless a shorter time is requirecll y tt, tontriet DQbuinents. ath/ proposed change will affect Subcontractor's performance time or cost, Subcontractor's proposal shall identify any worl'(tttmsbn Subi®n•trattpt's critical path affected by the change, and it shall include a proposed price for the change, consistent with the Subcontract and Contract Document requirements. The proposal price shall be supported by a cost breakdown which shall include a quality Survey. upitpriii s and unit labor hours, applicable mark- ups for overhead and profit, and any other information requested by Cummings, Sufic ontrrctj $r sal for. a ditional costs or time shall be • • ••• • • • 5 submitted in writing to Cummings in sufficient time to allow Cummings to comply with any applicable provisions of the Contract Documents. If Subcontractor fails to timely and properly respond to a request for a change order proposal, or a request to review a proposed modification of the Project Work, Subcontractor agrees that it shall be bound by the good faith estimate of Cummings with respect to the affect of the proposed change on Subcontractor's price and schedule, and that any such estimate submitted by Cummings to the Owner shall establish the maximum equitable adjustment to which Subcontractor may be entitled. C. Notwithstanding any inability to agree upon the appropriateness of a change order, or on the cost or time impact of that change order, Subcontractor agrees that it shall, if directed in writing by Cummings, proceed with the performance of the directed work. D. Subcontractor shall keep accurate, detailed and separate records of the costs of any change and shall report such costs to Cummings in the form and manner directed by Cummings. Subcontractor shall, if requested, furnish daily to Cummings certified copies of all time sheets, receiving and inspection reports, and all other basic documents required by Cummings to establish the cost or value of Subcontractor changed work. Subcontractor's applications for payment shall be accompanied by , invoices and vouchers relating to the changed work. E. Work done on a time and material basis must be documented separately by Subcontractor, the documentation signed daily by Cummings' authorized representative, and invoiced monthly not later than two (2) weeks following the month in which the work was performed. If work performed under a Cummings directive extends beyond one (1) week, then a detailed statement must be forwarded by Subcontractor monthly, with the last statement marked "Final." Subcontractor's failure to strictly follow these time and material procedures will release Cummings from all responsibility for payment for the work, regardless of whether Cummings has signed for the additional work, since the parties agree that Cummings' proper evaluation of such work can be performed adequately only if Subcontractor complies timely with each of the procedures outlined herein. Only Cummings' Project Manager or General Superintendent is authorized to sign time slips or other documentation of changed work, or to acknowledge backcharges. F. Subcontractor's signing of a change order shall constitute a full, final and complete waiver and settlement of any and all claims and causes of action that Subcontractor has or may have in the future arising out of or relating to the change order, the events upon which the change order is based, or as a result of the impact of changed work on the unchanged work. No attempt by Subcontractor to reserve or preserve additional claim rights, notwithstanding Subcontractor's acceptance of a change order, shall be effective unless Cummings and Subcontractor shall both agree, in a separate writing signed by both parties contemporaneously with Subcontractor's acceptance of the change order, to the specific terms, conditions, scope and duration of such reserved rights. G. Subcontractor charges for changed work will be computed as follows; 1. Owner instigated Change Order. Subcontractor's reasonable and actual cost computed as stipulated in the Contract Documents plus Subcontractor's Overhead and Profit as stipulated by the Contract Documents or as otherwise approved by the Owner, Architect and /or Cummings. 2. Cummings Initiated Change Order: Subcontractor shall be entitled to its reasonable, actual and direct costs of increased labor, material and equipment, but with no additional mark -up for Subcontractor overhead or profit. 3. Subcontractor Charges to Other Subcontractors: Subcontractor shall be entitled to its reasonable, actual and direct costs of labor, material and equipment, but with no additional mark -up for overhead and profit. 4. If a change in the work consists of both additions and deletions, any applicable overhead and profit shall be computed on the excess (if any) of the additive cost over deductive costs. H. In the event of any Cummings backcharge to Subcontractor, not involving job delay or inefficiency, Cummings shall be entitled to its actual costs of labor, material, equipment, supervision and Subcontractor costs, but without additional mark -up for Cummings' overhead and profit. t Amounts paid on account of pending changes are provisional and not an admission of liability and shall be repaid to Cummings on demand whenever Cummings determines there has been an overpayment. Any costs incurred by Subcontractor as a result of oral change directives or writings not signed le 'An •aathorizsd . eprevntt.ative of Cummings shall be for Subcontractor's account, and Subcontractor waives any and all rights to claint,from Cam i gr o ;Oynyr nor such costs or for additional performance time resulting from the performance of such work. .. • • • •. : • :: •; • ARTICLE VIII. Disputes. If any controversy or dispute shall arise between Cummings and Subcontractor of any nature which the parties hereto do not promptly adjust and resolve, then upon written order from an executive officer of Cyl'hyniugi Subcoutraccgrishall proceed so as not to delay the Work in accordance with such written order. In all events, Subcontractor shall file with Cgmngs vitltitt s'eveii f7) day; fropttjte event giving rise to the controversy or dispute its written itemized estimate for the cost and /or time impact of myrinnly the dituteg or1, orInwg4ny claim of Subcontractor • for such disputed Work shall be void. .• • A. Administrative Remedies. If Subcontractor makes a claim in connection with Ndtanes rggtyresl by the Owner or (2) any dispute arising out of the Owner's or its authorized representatives' action, inaction or interpretation of eCctit•, Dootimernts, oj; (3. any dispute arising out of • • •• .• ; • ••• • • • 6 inaccuracies, deficiencies, discrepancies or ambiguities in the Plans or Specifications, Subcontractor shall proceed in accordance with the administrative remedies provided for in the Contract Documents and shall exhaust its administrative remedies thereunder prior to commencing any other action as herein provided. Subcontractor shall bear the expense and the burden of prosecuting and proving any such claim against the Owner and shall give Cummings adequate and timely notification in writing of any action it desires Cummings to take on its behalf. If the dispute is not resolved as a result of the exhaustion of the administrative procedure set out in the Contract Documents, Subcontractor shall have the right to the pursuit of its claim in Cummings' name against the Owner and /or its representative. In return, Subcontractor agrees that this right shall be its sole remedy, that it will accept the outcome of that action as a full and final determination of its claim, and that it will seek no further redress from Cummings. In the pursuit of such a claim, Cummings shall provide reasonable cooperation, shall be reimbursed for its cost in connection therewith (including reasonable attorney fees), and shall be entitled to the appropriate contractor mark -up out of any claim recovery. If certification of claims is required, Subcontractor covenants and agrees to furnish Cummings with a certification of any claim in a form satisfactory to Cummings and agrees to protect,• defend, (if requested), indemnify and hold Cummings harmless from any losses, claims, damages or expenses (including attorney's fees and related costs at all levels of proceedings) Cummings may suffer or incur, including those incurred as a result of Subcontractor's inability to support any part of its claim and /or a determination that such failure is attributable to misrepresentation of fact or fraud on the part of Subcontractor. Cummings shall make payments to Subcontractor for changes in the Work upon payments allowed to and received from the Owner by Cummings for changes in the Work performed by Subcontractor to the extent of Subcontractor's interest therein, and Subcontractor shall, in turn and in the same manner, make payments to its supplier and subcontractors upon payments allowed to and received by Subcontractor from Cummings for changes in the Work performed and materials furnished for changes in the Work by said suppliers and subcontractors to the extent of their respective interest therein. C. Consent to Joinder. In the event that Cummings is a party to a lawsuit or arbitration, or other alternative dispute resolution proceeding, in which Subcontractor's performance is or may be an issue, Subcontractor hereby consents to be joined as a party to that arbitration, litigation, or ADR proceeding, should Cummings so elect in the exercise of its sole discretion. Without joining Subcontractor in any such dispute with a third party, Cummings may invite Subcontractor to participate in the assertion or defense of claims related to Subcontractor's work in any such disputes proceeding; in which case Subcontractor shall share proportionally in the cost of that proceeding (including Cummings' attorney's fees) and shall be bound by its outcome. Completion of any disputes resolution procedure mandated by Subcontractor or Contract Documents, or agreed to by Cummings, and with respect to which Subcontractor is asked to participate in any manner, shall be a condition precedent to the right of Subcontractor to commence any legal action against Cummings. D. Attorney's, Arbitrator's and Special Master Fees. Subcontractor and Cummings agree that in the event arbitration proceedings or litigation is initiated by either party, the nonprevailing party shall be liable for all arbitrator's fees and costs, attorney's fees, special master fees, and court costs incurred by the prevailing party at all levels of proceedings or negotiations, including fees and costs incurred in appellate proceedings. For the purposes of this Agreement, a party shall not be considered as a "prevailing party" if its recovery shall be less than 75% of its claim amount. E. Work Continuation. Subcontractor agrees to continue the diligent performance of the Work and to proceed in accordance with the directives of Cummings in the event of a dispute or controversy of any nature. Failure to proceed shall constitute a material breach of the Contract, regardless of the ultimate outcome of the dispute, it being understood and agreed that any controversy between the parties shall not constitute a basis to delay, suspend, disrupt or hinder the work, unless otherwise agreed to by Cummings. F. Subcontractor accepts responsibility for all the costs incurred by Cummings resulting from any and all breaches of this Agreement, and all covenants and conditions of this Agreement including any attorney's fees, court and other costs incurred as a result of a breach of this Agreement or any covenant or condition hereof, or as a result of Subcontractor's making of a frivolous or exaggerated claim, and whether or not any litigation or arbitration proceeding shall have been initiated, •• ••• • • • • • •• • • • • • • • • • ARTICLE IX. Inspection. Subcontractor shall provide sufficient, safe, and proper facilities at all times, foirhe inspecteitof:4 nog bp•Cummings, the Architect and/or their authorized representatives in the field, at shops, or at any other Nate whew ipatgrials'req,u4d414eifi}dbr grey nitlecourse of preparation, manufacture, treatment, or storage. All workmanship shall be subject to the ipprovaioi•O Mrcleitej:t d GWnmings. Any Work that is unacceptable to Cummings or the Architect shall be removed and replaced or repaired to jlletr sai i faCtio i A>f c sof:removal, repair or replacement shall be at Subcontractor's sole cost and expense. Subcontractor shall, within twenty -four (WhoufsWna riff ,tdin ul'ittrysarto ui rlIa s after receiving written notice from Cummings to that effect, proceed to take down all portions of the disapp VOA, , ul reylibve :roil the•Preject all material, whether worked or unworked, which the Architect or Cummings shall label asi•isgund or imprctp ft, o't O in t4'.wa}+iatling conf,r n to the Plans and Specifications and Subcontractor shall immediately make good all work datnagpdbr :estrooed thereaey angl teolacie all materials removed with • proper materials. ••• •„• •• •_40,09 •.•• •�j;• ••• • • • • •, • • L • • • • •' ': ARTICLE X. Failure to Prosecute. Should Subcontractor at any time refuse or neglect to supply a sufficiency of skilled workmen or materials of the proper quality and quantity, or fail in any respect to prosecute the Work with promptness and diligence, or tend to cause by any action or omission the stoppage or delay of or interference with the work of Cummings or of any other subcontractors on the Project, or fail in the performance of any of the agreements on its part contained herein, or become bankrupt or insolvent or go into liquidation either voluntarily or under an order of a court of competent jurisdiction or make a general assignment for the benefit of creditors or otherwise acknowledge insolvency, Cummings shall be at liberty (but without obligation), after three (3) days' written notice to Subcontractor, mailed or delivered to the last known address of the latter, to provide through itself or through others, any such labor or materials, and to deduct the cost thereof from any money due or thereafter to become due to Subcontractor under this Agreement and Cummings shall also be at liberty (but without obligation) to terminate the employment of Subcontractor for the said Work and to enter on the Project and take possession, for the purpose of completing the Work, of all materials , - tools -and pplianees thereon, and to employ any other person or persons to finish the Work, and to provide materials therefor. Subcontractor hereby assigns, transfers and sets over unto Cummings all and every of the said material , . Effective upon the termination of this subcontract pursuant to this provision, Subcontractor also assigns to Cummings any agreements for the furnishing of labor, materials, services or equipment, provided Cummings notifies Subcontractor of its acceptance of any such subcontracts or purchase order agreements. In case of such termination of the employment of the Subcontractor, the said Subcontractor shall not be entitled to receive any further payment under this Agreement until the said Work shall be wholly finished, at which time, if the unpaid balance of the amount to be paid under this Agreement shall exceed the expense incurred by Cummings in finishing the said Work, such excess shall be paid by Cummings to Subcontractor; but, if such expense shall exceed such unpaid balance, then Subcontractor shall pay the difference to Cummings. The expense incurred by Cummings shall include the cost of furnishing materials and of finishing the Work, also any damage incurred by the default of Subcontractor. In the event of any breach odisagree ::ern by Subcontractor, Cummings shall be entitled to any available injunctive relief, it being recognized that the same may irreparably damage Cummings for which there may be no adequate remedy at law. Subcontractor shall be liable to Cummings for any and all damages, consequential and otherwise, arising out of any breach of this Agreement by Subcontractor. Any advances made by Cummings pursuant to the terms of this Agreement shall bear interest from the date advanced or incurred at the maximum rate permitted by law. In the event that it is determined that a termination of employment by Cummings was not justified pursuant to this Article X, then the parties acknowledge and agree that the termination under this Article X shall automatically be converted to a termination for convenience under the terms of Article XVIII. ARTICLE XI.. Loss or Damage to Work. Cummings shall not be responsible for Toss or damage to the Work included in this Agreement, including materials properly stored on site or off -site, up to the time of final acceptance of the Work by the Owner, Architect and Cummings, except as set forth in Article XXII, Sections D (5), (6) and (7). All materials damaged, lost or stolen shall be promptly repaired or replaced by Subcontractor at no cost to Cummings or the Owner. Subcontractor shall be totally responsible for loss or damage, however caused, to materials, tools, or appliances of Subcontractor used or to be used in performance of work under this Agreement. After final acceptance of the Work by the Owner, Architect and Cummings the risk of loss for damage to the Work shall be the responsibility of the Owner in accordance with the Contract Documents. Materials stored offsite may be paid for only if allowed in the Contract Documents and only if approved by the Owner. Materials stored off site shall be the responsibility of Subcontractor and shall be insured for the full value by Subcontractor. Evidence of insurance shall be submitted and approved by Cummings as a condition precedent to payment for materials stored offsite. Subcontractor's failure to provide and maintain insurance for off site materials shall not relieve Subcontractor for responsibility for materials stored off site. ARTICLE XII. Cleaning. Subcontractor shall promptly and continuously clean and remove from contiguous work any dirt which was caused by the execution of the Work included in this Agreement; and Subcontractor shall clean up and remove daily from the Project all debris caused by the execution of the Work included in this Agreement. All floors shall be left in a broom clean condition immediately following work in an area. In the event of an accumulation of trash, waste materials, dirt, or other refuse caused by Subcontractor and other subcontractors, then Subcontractor will contribute to a composite crew or pay a fair share of costs. If these areas are not properly cleaned, it is understood and agreed that Cummings after 24 hour $vr..itten notice will complete the Work and all costs will be charged to Subcontractor. ARTICLE XIII. Compliance with the Law and Permits. Subcontractor shall obtain and pay for all necessary permits, licenses and approvals pertaining to the Work and shall comply with all Federal, State and Municipal Laws, ordinances, rules and regulations and with the requirements of the Board of Fire Underwriters, or other body exercising similar functions, whether provided for by the Plans, Specifications and General Conditions, or not so provided for, without additional charge or expense to Cummings, and shall be responsible for any and all correction of any violations thereof to the Work included in this Agreement; and Subcontractor shall protect, defend, indemnify and save harmless Cummings from and against any and all loss, expense, damage, cost (including attorneys' fees incurred through all levels of proceedings) or injury caused or occasioned directly or indirectly by its failure to comply with the provisions of the said laws, ordinances, rules, regulations and requirements, and shall at any time upon demand, furnish to Cummings an affidavit, in form satisfactory to Cummings, showing such compliance on its part. Subcontractor shall not allow permits and licenses to lapse or expire for the duration of this Agreement. Permits and licenses which expire or lapse shall be renewed at no cost tocui: mines. • • • • • Subcontractor will not use, during and in the performance of the Work, any facilities which have been listed or eimten Iated.•onot4 gharironmental Protection Agency's (or any other governmental body's) list of violating facilities. Subcc••i$�'actet! i pyont}�tty i.otty tuenmiat' s $f the reeipt of any • communication from the Director, Office of Federal Activities, Environmental Protection Agency, %r an ' oth®r Ovgrn nental body, indicating that facilities which Subcontractor is using or proposes to use in the performance of the Work are tin jgr: onsideattion Lit Iifted on the EPA's (or any other governmental body's) list of violating facilities. Subcontractor will include this requirement in every Stb -StRi �oAra t Tian t i 'alue,ptyvvh i is more • than $10,000.00. • • • • • • • • • • .. • • • • • • • • • • • • • .• 4„ •• • •.. • • •• • • ARTICLE XIV. Labor to be Employed. Subcontractor will be responsible for jurtsdic /ocrdigptles •and olaimsilecra•fts over Work included in this Agreement and shall not employ men or means which may cause strikes, work stopple d>+ii!ny distdrba,ces bar gjrtmen :mployed by Subcontractor, Cummings, or other contractors or subcontractors in any Work which is the subject of this Agreei%ittt or•' slate &t$©tir►X'o:tnelibn: with the location hereinbefore mentioned. Should Subcontractor fail to carry out these provisions, Cummings shall be at libe • . * �• e(48= hogs' • wcitten notice •.• • i • • . •• •• • • `r .. • 8 • • • - • .. • mailed or delivered to the last known address of Subcontractor, to terminate this Agreement or any part thereof or the employment of Subcontractor for the said Work; and Cummings may, for the purpose of completing the Work, enter upon the premises and take possession, in the same manner and upon the same conditions as are described in Article X, Failure to Prosecute. ARTICLE XV. Miscellaneous Provisions: A. Conditions Precedent Should Cummings not be selected as General Contractor for the Project for any reason, or if the Owner should decide not to proceed with this Project, this Agreement is null and void without obligation of either party to.the other. Furthermore, this Agreement is contingent upon Subcontractor being approved as an acceptable subcontractor by the Owner, Engineer and Architect. Cummings shall not, by the issuance of a notice of intent to award a subcontract, or by any other action or inaction, incur any obligation to Subcontractor unless, or until, a duly authorized officer of Cummings signs this subcontract. B. Subcontractor Due Diligence. Subcontractor has familiarized itself with the construction site and all site conditions, surrounding streets, nearby structures, utilities, access and congestion, and all laws, ordinances and regulations relating to the use of roads and alley ways, or which may in any manner restrict, interfere with, delay or otherwise affect the delivery, storage, handling, hoisting, rigging, or furnishing of any and all material, equipment or labor. Subcontractor agrees to comply with all reasonable requests and requirements of Cummings with respect to site approaches, access and staging, and further agrees that no additional charge shall be made by reason of any such conditions, laws, ordinances, regulations, restrictions or requests. Subcontractor further warrants that it has carefully studied the plans, specifications and other Contract Documents and confirms that it has found the Contract Documents adequate for the intended purpose. Should during the course of Subcontractor's review of the Plans and Specifications discrepancies, conflicts or deficiencies be uncovered or should have been uncovered Subcontractor shall at once report in writing such discrepancies conflicts or deficiencies to Cummings. Failure of Subcontractor to report such discrepancies, conflicts or deficiencies shall be deemed acceptance by Subcontractor that the Contract Documents are adequate and no claims will be made for such causes. C. Amenities. Subcontractor will be responsible for supplying his own ice, water, cups, dispensers, etc., for all of Subcontractor's employees during the course of the Work. D. Parking and Transportation. It is understood and agreed that any employee parking and transportation required for Subcontractor's employees is a part of this Agreement and is to be paid for solely by Subcontractor. E. Coffee Breaks. All coffee breaks shall be taken at designated work stations and at times allowed by Cummings only. F. Indemnity Consideration. Subcontractor acknowledges and agrees that One Hundred Dollars ($100.00) of the Contract Consideration represents the specific consideration paid by Cummings for all the indemnifications from Subcontractor to Cummings and Owner under the terms of this Agreement. G. Contract Documents. This Agreement includes the Contract Documents as included in Exhibit "B" attached to and made part hereof. H. Equal Employment. Attached herewith and made a part of this Agreement is Exhibit "C" consisting of pages 1 through 4, Compliance Responsibility for Equal Employment Opportunity. I. As- Builts. Subcontractor shall maintain current As -Built Drawings for periodic review by Cummings and Architect. Subcontractor shall provide at no cost to Cummings, one (1) final set of final As -Built Drawings prepared on clear, reproducible tracing paper, sepia, or mylar print paper and two (2) sets of blue line prints. As -Built Drawings are to be accurate and Subcontractor is responsible for said accuracy and correctness of said As -Built Drawings. Submittal of As -Built Drawings acceptable to Cummings shall be a condition precedent to final payment. J. Additional Requirement. Subcontractor is responsible for presenting to Cummings information relative to the following: roughing in requirements, sleeve locations, and /or other information required for proper coordination of the Work described in this Agreement with other work required for the job. All sleeve locations must be approved by the Architect. K. Subcontractor's Superintendent. Subcontractor will furnish to the Project Site a competent superintendent and an adequate supply of men and equipment to maintain the Progress Schedule and provide a safe and proper installation. Subcontractor's superintendent will maintain schedules and supervise the performance of Subcontractor's phase of work in coordination with Cummings. St;bccnl'fnoy"s IttPet'I ;teCdQttON deliver a report to the Cummings field office every morning whenever Subcontractor has men working on the i'toject• the 1pc t }'ail Mtetlae number of men Subcontractor has on the Project that morning and the subdivision of same het. categoriles•(fQrei4tag,4ad2 40481344 apiptentices, et cetera) and such other information as Cummings may reasonably require. Su contractlys�uiteridtentent sl all.be subject to approval of Cummings. . •• • • : ; • • • •• ••• • • .• • . :•• f ••• • • ••• M • ♦ • • • • • • ARTICLE XVI. Patents. Subcontractor hereby agrees to indemnify, defend, protect and hold harmless Ctigyni�iglaniil i' �Ow�ter Novices o� image and to reimburse Cummings and /or the Owner for any expense, including legal fees, ltroug4 all levels Qf a rotsetlingsatfil cli ebttrse den $s, to which Cummings and /or the Owner may be put because of litigation on account of infringentenro:'aljbged intaineebjent of any letters patent or patent rights by reason of the i0ar s apd,meehotls.(itclud.fngpro ess�sa syxt mrq ll t►x Ails) iystd by 4b$oittraro An the: pro tcution;of 9 ••r•• • • • • • • •• •• • • • ARTICLE XVII. Assignment or Transfer. Neither this Agreement nor the monies to become due thereunder shall be assignable by Subcontractor without the prior written consent of Cummings, and any assignment without such consent in writing shall vest no right or action in the assignee against Cummings until such time as the Project has been completed, and all conditions precedent under Article III have been performed or have occurred, and Subcontractor has not further obligations under this Agreement. Subcontractor shall not sublet the whole or any part of this Subcontract without prior written consent of Cummings. The contract obligations assumed by Cummings in this Agreement are not intended to benefit any third party. In the event Subcontractor is a corporation or other business entity, a sale or other transfer of a majority interest therein, whether at one time or from time to time, shall be deemed to be an assignment hereunder, and therefore, shall be subject to the provisions of this Paragraph. Consent to any assignment by Cummings may be unreasonably withheld. This Agreement may be freely assigned, in whole or in part, by Cummings. Upon any such assignment by Cummings, Cummings shall be released from any and all liability hereunder accruing from and after the date of said assignment. ARTICLE XVIII. Termination for Convenience. Notwithstanding anything to the contrary, Cummings may, without cause, terminate this Agreement, in whole or in part, at any time upon written notice to Subcontractor. On the effective date of any such termination, Subcontractor shall discontinue performance of the Work and shall preserve and protect tools, construction equipment and facilities on site, materials and planned equipment purchased for or committed to the Work (whether delivered to the job site or on order), and Work in progress and completed (whether at the job site or elsewhere) pending Cummings' instructions; and, if requested, Subcontractor shall turn over the same to Cummings, including title to materials and planned equipment, or dispose of same in accordance with Cummings' instructions. In the event of any such termination notice, Subcontractor shall withdraw its employees and equipment from the work site on the effective date of the termination as specified in said notice (which effective date shall not be less than two days after the date of the notice), regardless of any claim Subcontractor may have against Cummings. Subcontractor's failure to comply with the terms of the termination notice shall entitle Cummings to bring an action for damages, including attorney's fees, to withhold any payment then or thereafter due Subcontractor until Cummings' damages are fully known, and /or to obtain immediate injunctive relief. Upon receipt of any termination notice, Subcontractor immediately shall advise Cummings of its outstanding subcontracts or supply contracts pertaining to the performance of terminated work, furnishing Cummings with complete copies of any such agreements and any requested documentation of the status of the performance of and payment for, such subcontract or supply contract work. Subcontractor shall promptly make every reasonable effort to procure cancellation, upon terms satisfactory to Cummings, of all subcontracts and supply contracts; or, as directed by Cummings, shall assign to Cummings or Owner in form satisfactory to Cummings such of its subcontracts and supply contracts as are designated by Cummings, or shall take such other action relative to such subcontracts or supply contracts as may be directed by Cummings. If Cummings' contract has been terminated by Owner, Cummings shall not be liable to Subcontractor for any sum greater than that which Cummings receives from Owner with respect to Subcontractor's performance, less any costs incurred by Cummings in obtaining that amount from the Owner. Subject to the foregoing, and except as may be limited by the terms of the Contract Documents, Subcontractor shall be paid the Subcontract amount due for that portion of the Work actually completed prior to the termination notice, plus reasonable direct costs of the close -out of the Subcontract. In no event shall Subcontractor be entitled to unabsorbed overhead, anticipatory profits or other damages or indirect costs. In no event shall the payments to Subcontractor, together with any sums previously paid, exceed the Subcontract price. Subcontractor acknowledges that Cummings' receipt of payment from the Owner for the termination costs of Subcontractor identified herein shall be an express condition precedent to Subcontractor's right to any payment in connection with a Subcontract termination. Upon receipt of the payments provided for herein, the parties shall have no further obligation to each other, except for the obligations of Subcontractor and its Surety, if any, to perform corrective and /or warranty work pertaining to work actually performed by or through Subcontractor prior to termination, and to indemnify and defend Cummings as provided for in this Agreement. In the event Cummings terminates Subcontractor for any cause under the terms of this Agreement, and it is later determined in any applicable disputes proceeding that such termination for cause was not justified, then the parties acknowledge and agree that the termination for cause shall automatically be converted to a termination for convenience under the terms of this Article. ARTICLE XIX. Guarantee. Subcontractor hereby guarantees the Work to the full extent of the provisions of the Contract Documents. Without limiting the generality of the preceding sentence, unless a longer period is provided in the Specifications or General Conditions, Subcontractor shall repair at its own expense and at the convenience of the Owner, any defects in workmanship or materials discovered within one (1) year from the date of the written acceptance of the Work included in this Agreement. The Guarantee/Warranty period will begin on the first day following the date of written acceptance of the Work by the Owner, Architect and Cummings. All Guarantees/Warranties of Subcontractor may be enforced by Cummings for its benefit and for the benefit of the Owner and its successors, or the same may be enforced directly by such Owner and its successors. Included in the Contract Consideration is a six -month and one -year warranty walk through at the Project site. Any defect in workmanship and materials found during these walk throughs or through otttEem 8d'hh $al=be feparectatontoexpense to the Owner, Architect or Cummings. Failure on the part of Cummings or the Owner to conduct this leak thraglOC f4lu=e :la the Bart of the Subcontractor to attend this walk through will not relieve Subcontractor of Subcontractor' ppgslbiloityt o,Nita.ir� dbats •f•otant.: . • • • • • • • • • • Should there be imposed upon Subcontractor by applicable law any implied warranty of fitness as to Etprleort nite>Zal �ni$hed by Subcontractor, nothing herein contained shall be construed as limiting such implied warranty obligation, and Subcontract0?Sl?all oogft l►t evitth+Nbjeetto the wilidity of any • such law and any defense thereto which may be available to Subcontractor. Subcontractor shall pay for all Linage lhe'�'roject resultin4 iror aiefects in the Work and all expenses necessary to remove, replace and /or repair the Work and anyother work v hill =nags a dan te•,d removi ggor repairing the Work. • • • • ••. • •• • • • •• • • : : • • • ARTICLE XX. Accident Prevention. Subcontractor agrees that the prevention of acci'dentS to wotZWen •enaged iR 1,.....• k ender this Agreement is the responsibility of Subcontractor. Subcontractor agrees to comply with all safety precautions, la . _ •retul: n., OS f ier4uir& merits ancicodes as • • •• •• 10 •• • ••• • • • • • 1'..:,.'..f is .• a• .• . . shall be applicable to the Work and to all safety regulations established by Cummings. Subcontractor will be held liable for any fines Ievied or delays to job progress resulting from failure to comply with all safety precautions, laws, regulations, OSHA requirements and codes. When so ordered, Subcontractor agrees to immediately stop any part of the Work which Cummings deems unsafe until corrective measures, satisfactory to Cummings, have been taken, and further agrees to make no claim for damages growing out of such stoppage, and Subcontractor hereby waives same. Should Subcontractor neglect to adopt such corrective measures, Cummings may, but without obligation, perform them and deduct the cost from payments due to Subcontractor. All employees not complying with OSHA or Cummings' safety requirements may be removed from the Project. Failure on the part of Cummings to stop unsafe practices shall, in no way, relieve Subcontractor of its responsibility. ARTICLE XXI. Liability for Damage and Personal Iniurv. A. To the fullest extent permitted by law, Subcontractor and its Surety, if any, agree to indemnify and hold Cummings harmless of and from all claims, losses, demands, causes of action and the like (including attorney's fees expert witness fees and all dispute procedure costs), which may be asserted against Cummings or its Surety by anyone other than Subcontractor, and resulting from or occurring in connection with the failure of Subcontractor, or any party for whom Subcontractor is responsible, to perform all Work required within the scope of this Subcontract in strict accordance with the Subcontract and Contract Documents. B. To the fullest extent permitted by law, Subcontractor and its Surety agree to indemnify and defend, if requested, and to hold harmless Cummings and/or Owner, their agents, employees, servants and sureties, of and from any loss, damage or expense (including legal fees, expert witness fees and other disputes procedure costs) incurred because of: I. Allegations of infringement of any letters patent or patent rights with respect to the wa sam mettliods or processes used by Subcontractor, its subcontractors or suppliers; 2. Claims or liens for labor performed or materials used or furnished through or under Subcontractor for the Project and for which Subcontractor is not then entitled to be paid pursuant to the terms of this Subcontract; 3. Subcontractor's failure, or the failure of any party for whom Subcontractor is responsible, to comply with applicable licensing, permit or code requirements; 4. Subcontractor's failure, or the failure of anyone for whom Subcontractor is liable, to comply with any law, ordinance, rule, regulation or requirement, including, but not limited to any safety, health or environmental requirement, as well as any governmental requirement with respect to the employment or payment of employees or independent contractors an the Project; or C. Subcontractor agrees to (1) fully insure against, and (2) indemnify, defend (if requested by Cummings) and hold harmless Cummings from and against any loss, damage or expense (including legal fees, expert witness fees, and other dispute procedure costs) incurred because of any injury, loss, or damage, of any kind or nature, to any property or person, whether employees or otherwise, and which damage, loss or injury arises out of or results from, or in connection with, in whole or in part, the Work provide for in this Agreement, or by reason of any act, omission, fault or negligence, whether active or passive, of Subcontractor, whether on -site or otherwise, and including any injury, loss or damage caused, or alleged to be caused, in part by the act or omission of any party indemnified herein. Provided, however, Subcontractor shall not be required to indemnify an indemnified party for the indemnified party's sole negligence. D. Independent of its duty to indemnify, as set out in Subparagraphs (A) and (B) above, Subcontractor undertakes a separate duty to defend Cummings, if requested by Cummings, with respect to the claims, losses and causes of action identified in Subparagraphs (1) and (2) herein. Subcontractor's duty to defend is defined as follows: I. Cummings, in its sole discretion and at its sole option, may defend any or all of the covered claims, or tender to Subcontractor the defense of any or all of the covered claims. Upon any such tender, Subcontractor shall be bound and obligated to assume the defense of Cummings and to pay, liquidate, discharge and satisfy any and all settlements, judgements, awards or expenses resulting from or arising out of the claims covered by this paragraph, without reimbursement from Cummings. 2. Subcontractor's duty to defend arises irrespective of the validity or invalidity of the claims made, and regardless of whether Cummings undertakes to conduct its defense for a period of time or to participate in Subcontractor's defense of Cummings or any party indemnified •• ••• • • • • • •• herein. • • • • • • • • • • • •• • • • • • • • • • 3. If Cummings tenders the defense of a covered claim to Subcontractor, and if Sultornmetar fail§ o etieglacts to as me •end diIIge ly pursue the adequate defense thereof, Cummings may compromise and settle or defend guy such :la'Igtbr� ctior: ad , ebcontractor shall be bound and obligated to reimburse Cummings for the amount expended in contestij satiayif g pr eetiiin$etysuch claim, together with all reasonable attorneys' fees, expert witness fees, and all other costs of any disputes prodeedrog orrdate si.Ue �c rjpnf •; • • • • • • • • • Y • • • • • •• • • • • • • •• • • E. In the event of any loss, damage, claim or injury contemplated by this article, CUinmioilis may ritl itbld•fs8m an; oayfiettt due orthel fter to become due to Subcontractor an amount sufficient in Cummings' judgement i'q arolecte secure and iMemnilyit from any and all such claims, expenses (including legal fees and disputes proceeding costs), losses or damagg,.; In to alterpetiveseunuttittal agitCoption, may accept from Subcontractor a surety bond in an amount, and from a surety, satisfactory to Cummings a4t guaraitt tin � dU > ? it9rot:etion� equired hereunder. s • •• • • • • • • L • • • • •• •• • • • F. Neither final payment by Cummings, nor acceptance of the work performed by Subcontractor, nor the termination of this Agreement shall release or diminish the foregoing Subcontractor duties to indemnify and defend Cummings and others. G. Subcontractor acknowledges and agrees that the first one hundred dollars ($100.00) of the Subcontract price to be paid represents the specific considerations for all of the indemnifications provided by Subcontractor and required by the terms of this Subcontract and all other Contract Documents made a part hereof. ARTICLE XXII. Insurance. Before commencing the Work, and until completion and final acceptance of the Work, Subcontractor shall procure and maintain, at its own expense, the following insurance: A. Comprehensive General Liability Insurance with Project i ggregate Bodily Injury limits of ? d Property Damage limits I t'oot'O of or a combined single limit of ! ! ! ! ! ' 9Atl. Said insurance must, at a minimum, include endorsements for products/completed operations, contractual liability, broad form property damage, and independent contractor coverages. Furthermore, liability policies must be written on an "occurrence" basis. Policies written on a "claims made" basis will not be accepted. B. Worker's Compensation and Employer's Liability Insurance in accordance with laws of the State in which the Work is situated. OW.' s 5-OOrt)C?t), — C. Motor Vehicle Liability Insurance with Bodily Injury limits of $9;668;06 and Property Damage limits of $178897880, or a combined single limit of 1,0.11 410. Said insurance must cover all vehicles used by Subcontractor in the performance of Work under this Agreement. 5bo!c eo D. Umbrella Liability insurance with a policy limit of $1,000,000. 1. Insureds. Cummings shall be listed as an additional insured on all liability policies required under this Agreement. 2. Rating. All insurance policies must be written by companies with a current Best's rating (as set forth in the then most current edition of Best's Key Rating Guide, published by A. M. Best and Company, Oldwick, New Jersey) of A V or better. 3. Certificates. Before commencing the Work and as a condition precedent to payment, Subcontractor shall furnish certificates on the form shown in Exhibit "D ", from Subcontractor's insurance company, showing that the coverages required by this Agreement are in force. Said certificate must state policy numbers, dates of expiration, policy limits and provide that the insurance will not be canceled or changed unless Cummings has been given written notice at least thirty (30) days prior to the date of the proposed change or cancellation. 4. Failure to Furnish. If Subcontractor fails to procure and maintain required insurance, Cummings shall have the right, but not the obligation, to procure and maintain the said insurance for and in the name of Subcontractor and Subcontractor shall pay the cost thereof and shall furnish all necessary information to make effective and maintain such insurance. 5. Builder's Risk. Cummings or the Owner shall purchase and maintain Builder's Risk insurance (with extended coverage, if specified or otherwise required) subject to exclusions as determined by Cummings, upon all Work incorporated in the Project and all materials and equipment, on or about the Project, intended for permanent use in the Project, the cost of which is included in the cost of the Work, but not including any subcontractors' machinery, tools or equipment used by Subcontractor in the performance of its Work. 6. Value. The total value of the property described above as insurable hereunder and as shown on the approved monthly requisition provided for in Article III, Contract Consideration, plus the total value of similar property delivered during the month but not included in the aforesaid requisition, as reported by Subcontractor to Cummings for insurance purposes only, shall determine the total value of Subcontractor's work and materials to be insured hereunder. 7. Liability. The maximum liability to Subcontractor under this insurance shall be for not more than that proportion of any loss which the last reported value of the insured property bore to the actual value of said property at the time of such last report, and in no event for more than the actual loss. In the event that the Builder's Risk Insurance covering Subcontractor's Work, contains any deductible applicable to any loss covered thereby, the risk of loss by reason of such deductible is upon Subcontractor, and in any event Subcontractor's right to recover all or any part of any loss or damage attributable to Subcontractor's Work is limited to such recovery therefore as may be made by the Owner or Cummings under the applicable insurance. Except for Subcontractor's right to any such insurance recovery set forth herein, the provisions imposing any indemnifications and/or responsibility upon Subcontractor for lots Sr da agg ptrtait i,ri toVull eentractor's Work or caused by Subcontractor to all parties are controlling. Payments for loss, if any, shalflay !narj pgy'aplet o; LR.taingg and /or the Owner, as their interests may appear, for the account of whom it may concept • ... • • .. • ••• .; •. •• •. • • • • • • • • • ... • • . • •• • ARTICLE XXIII. Additional Provisions. It is further understood and agreed that tit; £en tract' Cpn� �®ra$ �tri�e lutes, but is not limited to, those • items noted as "Additional Provisions" attached hereto. • h_ r • • Y • • • • • . . Al . • ARTICLE XXIV. Bond. As a condition precedent to the award of this Agreement :0 §ebcontractor y4Cf!ptning s ySLtbei tractor shall.. fu nish to Cummings a Performance and Payment Bond, on the standard Cummings form col oi.•wls`ch is;.E,ehil i!;F" to this Subcontract, 'tithe amount of $569,000.00 , issued by a surety which currently holds an A.M. Best rating of A V eaglett%d end'isteceplatle to GUn�mmgg, guaranteeing the full and faithful performance of the provisions of this Agreement including but not limited to delay damages! litd acsj' rid tllatlSr' tlgtft ms of Subcontractor hereunder including all required warranties. The cost of this bond is included in the Contract Consideration.;Thli olger: of Stubcptiactior's surety • .. . yP' ,r • . • • . .. .. • 12 • .�ri1 + i • • • . v • or the revocation of said surety's right to do business or license to issue bonds in the state where the Project is located or the loss of the required A.M. Best rating shall be deemed an act of default on the part of Subcontractor and shall render this Agreement terminable at the option of Cummings, unless within five (5) days following notification to Subcontractor by Cummings of such occurrence, Subcontractor furnishes an alternative bond in conformance with this paragraph. Should Subcontractor fail to perform or become bankrupt or insolvent, Subcontractor shall be deemed to be in default and surety shall take over and complete the Work on a timely basis in order to avoid delays and damages. Delay damages which may result from Subcontractor's default may be recovered from surety under the bond. ARTICLE XXV. Full Agreement. This Agreement constitutes the entire agreement between the parties hereto and supersedes all prior negotiations, representations and agreements, either written or oral, with respect to the subject matter hereof. No other agreements, either oral or written have been made by Cummings except as stated in this Agreement. This Agreement may not be changed in any way except as herein provided and no terms or provisions hereof may be waived by Cummings except in writing signed by its duly authorized officer or agent. The title or marginal description of any clause, term or provision of this Agreement is for convenience only and shall not be deemed to Iimit, restrict or alter the content, meaning or effect thereof. This Agreement shall be construed and enforced with and under the laws of the State of Florida and, should any provisions hereof be found invalid by a Court or Courts of competent jurisdiction, the same shall not invalidate the remaining provisions of this Agreement. Venue shall lie in Broward County, Florida. Notice to the parties hereto shall be deemed to be properly given if and when sent by hand delivery, nationally recognized overnight air courier or posted registered or certified mail, postage prepaid, return receipt requested, addressed to the respective addresses of the parties herein provided. The said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. Subcontractor's Federal Taxpayer Identification Number 59- 2529574 . In Witness Whereof the parties to these presents have hereunto set their hands and seals, as of the day and year first above written. In the Presence of: In the Presence of: JAMES A. CUMMINGS, INC. BY (SEAL) es A. C y'� mings, Chief Execut'. ~ Officer SUBCONTRACTOR 21st CENTURY ELE! CAL CONTRACTORS, INC. DBA 21st CENTURY ELECTRIC BY (SEAL) �•• • • • • . • • • • . •• • • • • ••. - •• ••• • • • • • • • • • • • •• • ••• • • •• ••• •• • * • . •• •• •: • • •• • • • • . • • • • • •.• No • • 400 00 • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••••••ii i• w • . • • i • • • ti•• • • • • • • ••. • •• •• • • • • • ••• • • • • . • • : ••• • 13 • • • : ••• : ADDITIONAL PROVISIONS 1. Subcontractor is aware that the Project contains provision for the assessment of liquidated damages as outlined in the Contract Documents. In the event the time of completion is not met, Subcontractor may become liable for such liquidated damages in addition to other delay costs incurred by Cummings as a result of any delay to the Project Completion caused 15y Snlb'eon rdetor Furthermore, in the event of a default and /or bankruptcy on the part of Subcontractor, Cummings will be paid by Subcontractor an administrative cost of ten percent of the Contract Amount remaining at the time of default and/or bankruptcy plus all attorney fees incurred by Cummings. 2. Should James A. Cummings, Inc. not be selected as General Contractor for the Project for any reason, or should the Owner decide not to proceed, this Contract is null and void without obligation of either party to the other. Furthermore, this Contract is contingent upon Subcontractor being approved as acceptable by the Owner. 3. Subcontractor acknowledges it has read all portions of the Specifications. Furthermore, any part of the Specifications which requires the General Contractor to include specific provisions in Subcontracts or Purchase Orders is hereby acknowledged to be included in this Agreement even though the specific text is not rewritten in this document. 4. To help ensure a safe, healthy and productive work environment for the employees of James A. Cummings, Inc. and others, to protect Cummings' property, and to assure efficient operations, Cummings has developed and adopted a Company -wide policy establishing a drug and alcohol free workplace. Cummings reserves the right to test upon reasonable suspicion employees of subcontractors for the presence of drugs and alcohol or to remove the employee from the premises for the remaining construction period. 5. Subcontractor agrees to provide to Cummings all information necessary, including but not limited to, contact persons, phone numbers, P.O. numbers, copies of purchase orders or any other information necessary for Cummings to verify lead times and confirm manufacturing, fabrication and delivery schedules of all items furnished by Subcontractor under this Subcontract Agreement. This paragraph in no way shall be construed to limit or shift Subcontractor's responsibility to expedite and deliver materials to the job site as required by the progress schedule and to avoid job delays. 6. Subcontractor's attendance at Cummings' Weekly Subcontractor Progress Meetings is mandatory beginning two weeks prior to starting Subcontractor's Work or as otherwise requested by Cummings and while Subcontractor has men working on the Project. Subcontractor's Superintendent, as described in Article XV (K), and Subcontractor's Project Manager, shall attend the weekly meetings. Failure to attend is a violation of Article X of this Agreement and will be treated accordingly. 7. As a mandatory part of Subcontractor's safety program and in addition to other safety requirements while Subcontractor is performing Work on this Project, Subcontractor shall have monthly safety audits performed for Subcontractor's jobsite work. This audit shall be performed by an OSHA 500 qualified safety consultant such as Associated General Contractors of South Florida Chapter's Safety Director. These audits shall include a jobsite review of Subcontractor's operations and include a written report of deficiencies in safety operations. Subcontractor shall take immediate corrective action and file a written report of such corrective actions and date of correction. These reports shall be filed with Contractor's safety coordinator on a inpntl;ly 1lasjs. , • • • • • ••• OOOOO • Further, at all times while performing Work on this Project, Subc44,trip4or shall : e cesi issb11 t$ 41a�tt :in d • jobsite safety competent person certified by an OSHA 500 quala :ed safe t5� an %ultani will: to Assocrated General Contractors.of South Florida Chapter's Safety Director. Thy:aertifigati sfial: aaci jm afiy Subcontractor's first request for payment. Certified safety competent person shall complete Ind lord • irmii gs !1 ily al .daily. • excavation, scaffolding, fall protection and crane inspection reports. • • • • •. • • • • : • • • • • • • . • • •�• • • ••• •• •• • • 8. Subcontractor acknowledges that this project is to be performettundel';Ce�stru ctibn Maf�g�rit Risk (CM at Risk) relationship between Cummings and the Owner. Subcontfactor agreentatary400e/ tpri grgi r el t are all costs for complete systems and all project requirements in accordance with C3inn itlg ' rac: wijir thew •• •' �cr , +s�: • 14 • • • • • • Owner. Subcontractor shall review all drawings and specifications prepared by the Architect to ensure those construction documents are complete and comply fully with the project's requirements. Failure to include all the project's requirements contained in the construction documents shall not be cause for additional compensation to Subcontractor. No changes shall be made to this agreement for changes in the Work unless such Work is outside the contract obligation Cummings has with the Owner and Cummings receives a change order from the Owner for that change. 9. The Owner is exempt from sales tax, and may make direct purchases of various equipment, materials or supplies included in the Contract. Subcontractor acknowledges and understands that procedures for material procurement to ensure the Owner's realization of tax savings shall be in accordance with. Procedures for Owner Direct Purchase Materials and agrees to participate in the tax savings program at no additional cost to the Owner and Cummings. 10. The Work includes,'but is not limited to, the following: A. All required excavation, dewatering, backfill and compaction for all underground Electrical Work including all hand work. B. All required fire stopping and fire and smoke barrier caulking for all Electrical Work. C. All required coordination drawings. D. All required hoisting. E. Concrete housekeeping pads shall be provided by others. F. All required connection and hook -up of all equipment and devices furnished by others. G. All required installation of motor starters and variable frequency drives provided by the mechanical contractor. Loose disconnects shall be furnished and installed by Subcontractor. H. All required access doors required for the Electrical Work shall be provided by Subcontractor for installation by others. I. All required cutting, saw cutting and drilling shall be provided by Subcontractor. Patching shall be provided by Cummings., J. All required plywood back boards for electrical and telephone equipment. K. All required disconnecting and capping of all abandoned circuits and conduits. L. All required conduit and pull strings for Florida Power and Light and telephone company cabling. M. All required raceway systems with pull strings for the telephone and data systems. N. Furnishing of all required duct mounted smoke detectors for installation bhhe.naecbartiicalsulo�tragtor. • . • . • • • . • . . • • O. All required electrical systems complete. .. • • ••• . • •. ••. •• • • • •• • P. All required identification of systems, equipment, raceways!deviet, cm!, PC:a d boxes. ••. • .• • •. . % •.. • •'� •• • •• . • s • • • i• • Q. All required site lighting including, but not limited to, mountings an!, gel: shad peels�s • ••• • R. All required power to irrigation system pumps and pait$ls.; • • •• •• .. . ••• • • ,^. • � •. • ••• • • S. All required interlock wiring and conduit systems. • • • • • •••. • • • • ••• • 15 • . • ... • • • "• •o•" • • • • • • ' • 4 • '• •• T. Power and connection to student lab tables and fume hood are included in Chemistry Lab Room 1224. Power and connection to student lab tables and fume hoods in Physics Lab Room 1126 and Biology Lab Room 1222 are not included. U. Power and connection to exhaust fan EF -1 -5 and supply fan SF -1 -5 are included. Power and connection to exhaust fans EF -1 -2 and 4 and supply fans SF -1 -3 and 4 are not required and not included. V. Power and connection to packaged rooftop air conditioning units are included in lieu of the chiller and central station air handling units. The packaged rooftop air conditioning units are included as two (2) on Building No. 1, one (1) on Building No. 2, and four (4) on Building No. 3. W. Power and connection to five (5) variable air volume boxes are included for the first floor and five (5) for the second floor of Building No. 1 in lieu of the quantity of boxes shown. Variable air volume boxes for Building Nos. 2 and 3 are not included. AP Or is in as revised and approved; by the 11. In accordance with the James A. Cummings, Inc. Guaranteed Maximum Price Proposal dated October 18, 2004, as accepted by the Owner and Architect, the following provisions are included: A. All required Florida Power and Light work including connection fees shall be provided and paid for by the Owner. B. A lightning protection system is not included. C. Empty raceways with pull strings are included for telecommunications, data and security. D. An emergency generator is not included. E. A UPS system is not included. F. A CATV system is included with cable, outlets and one (1) empty terminal cabinet in lieu of the ITV tower and system shown. CATV equipment is not included. G. A Dukane Compact 3200 Desktop intercom system with thirty-three (33) stand alone speakers and call buttons are included. A tone feature through the intercom system is included in lieu of a bell system. H. Thirty-three (33) battery operated clocks are included in lieu of a centralized clock system. I. Lighting and associated circuitry for the P. E. Shelter is not included. J. Lighting and associated circuitry for the N. W. Entry Canopy is not included. K. Spare panels are not included. Space for future panels is included. • • • ••• • • • • • .. • • • • •• • • • • ••• • L. Four (4) spare 20 amp breakers per panel are included in ljetrof tthe quaff tity %haw. •mac@ .is iijclgdgg for balance of spare breakers as shown. '.• • •: .: • . : • • ••• • • •• • •;'• • • • M. Concrete encasement of underground conduits is not included. Local le ee• v e *sve $cried caadyil& • • • • • • .• • • • • • • • • •• • • is included. • • • • • • • • • • ' • :•. ••'ii. • • ••• • •• • • N. BX cable for branch power and lighting is included in'ljejofthe cb�.duit.aTid wire: pe !ified. ••• • • ` • • • `• • : •.I'�`..i, �/_ 000 • • O. Galvanized rigid conduit or elbows are not included. ••. - • • • . i •.,, . • 16 . • • : •S • • • • • • • • ••. '• •• • • • • • • • •• P. The cable tray system is included as center hung in lieu of the wall mounted system shown. Q. Electrical systems and /or provisions for future expansion are not included. R. The main electrical service is included as a 2000 amp service in lieu of the specified 2500 amp service. •• ••. • • • • • •• • • • . • • • • • ••• ••• • • •• ••• •• • • • •• • • •: • • •: . • •• • • • : • • •• • ' o i ••• '•i• : • ••• • • 4.• • • • • • • • • • • 1y. � • • ••• • •• • • • • • • • • • • • • • • • • • • • •• i • • • • ••• • ••i• i••46.01110 w i •• '10 ••• • • ••••• .• • • .•• • • •• •• • • • .• ...., • • •• • • • • • ••. • . • . .., ••• • • • • • ••• • 17 • • •'• • : • • • •• . • • • : ' • ••• _:_'•• • • ••• .• PARTIAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS: EXHIBIT "A" Page l of 2 THAT THE UNDERSIGNED, for and in consideration of the payment of $ , paid by or on behalf cif JAMES A. CUMMINGS, INC. ( "CONTRACTOR "), receipt and sufficiency of which is hereby acknowledged, hereby releases, remises and quitclaims unto said CONTRACTOR, its employees, officers, agents, sureties, successors and assigns, and unto (the "OWNER ") of the premises being improved, his, its or their successors and assigns, all liens, lien rights, claims, bond claims and demands of every kind whatsoever, including any claims for extended or additional job costs, overhead and lost profits, due to any cause, including any claims and demands arising from any claimed delays, inefficiencies, disruptions or changes to the work, which the undersigned now has or might have on account of work performed through the date of , on the job identified and legally described as follows: and including any claim or lien for any and all work, labor, materials, supplies, services, equipment and/or rental of equipment furnished and/or used by the undersigned, its subcontractors and material suppliers for construction of said improvements upon the Property and/or • job referenced herein above. The Undersigned represents that all of the foregoing so furnished or used through the date of have been paid for in full, and all taxes imposed by applicable law, including, but not limited to, sale and use taxes, have been paid and discharged. The Undersigned Sole Proprietor, Partner, Authorized Officer or Agent of the Undersigned acknowledges that the facts and matters set forth in the foregoing PARTIAL RELEASE OF LIEN are true and correct. Signed, sealed and delivered in the presence of: STATE OF FLORIDA COUNTY OF By: SAMPLE (CORP. SEAL) Title: The foregoing instrument was acknowledged before me this day of , 20 , by ( ) who is personally known to me, or • ( ) who has produced Florida Driver License as identification and who did take an oath. • • • • • ••. ••• $ • .� ■ ••• •• • • • •• NOTARY PUBLIC: '. '.: ; (etl). • • •• • • •• • ••• ••• •s ,,,:•• •♦ ♦ '• •• •• • Y♦ •• • • • • sign STATE OF P`L @R f AT.i { • • • • • • • My Commissib=r a cpSres: •• • 41111V0 f • • • • ▪ • • •• •• ••• ••• •• ••• • • • • • ' •• ••• • • • • • • • • • ••• ••• �• •: • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • ... • • • •": • ;. • • •• ••N"•; • •, • ••• • .•'a: • • • • • • • • EXHIBIT "A" Page 2 of 2 FINAL PROJECT RELEASE AND FINAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS: THAT, the UNDERSIGNED, for and' in consideration of the sum of ($ ) DOLLARS, paid by James A. Cummings, Inc., herein called "CORPORATION ", to the UNDERSIGNED, receipt of which consideration is hereby acknowledged, hereby remises, releases, acquits, satisfies, and forever discharges CORPORATION, its officers, directors, employees, agents, affiliates, sureties, successors and assigns, of and from any and all manner of action and actions, cause and causes of action, suits, debts, dues, sums of money, accounts, reckonings, bonds, bills, specialties, covenants, contracts, controversies, agreements, policies, variances, trespasses, damages, judgments, executions, claims and demands whatsoever, in law or in equity which the UNDERSIGNED ever had, now has, or which any person or representative, successor or assign of the UNDERSIGNED hereafter can, shall or may have against CORPORATION for, upon or by reason of any manner, cause or thing whatsoever, in law or in equity, which the UNDERSIGNED ever had, now has, or which any personal representative, successor or assign of the UNDERSIGNED hereafter can, shall or may have against CORPORATION, or against the property described below, and its Owner, for, upon or by reason of any manner, cause or thing whatsoever in law or in equity from the beginning of the world to the day of these presents, including any cause or action or claim for extended or additional job costs, overhead or lost profits, due to any cause, including claims and demands arising from any claimed delays, inefficiencies, disruptions or changes to the work performed in connection with any Subcontract, Purchase Order or otherwise, and pertaining to the Project identified as follows: property next described. THE UNDERSIGNED also specifically releases and quit claims to CORPORATION its successors and assigns, all liens, lien rights, claims, bond claims or demands of any kind whatsoever, which the UNDERSIGNED now has or may have against the following described premises: on account of labor performed and/or material furnished for the construction of any improvements thereon, and the UNDERSIGNED specifically acknowledges that all labor and/or material furnished by the UNDERSIGNED for the construction of the improvements have been paid for in full. The UNDERSIGNED also specifically releases any claim or demand of any kind whatsoever which the UNDERSIGNED now has or might have against any payment and /or performance bond wherein CORPORATION is Principal, and SAFECO INSURANCE COMPANY OF AMERICA. is Surety, pertaining to the above Project and Premises. IN WITNESS WHEREOF, the UNDERSIGNED has caused this PROJECT RELEASE to be executed this day of , 20 Signed, sealed and delivered in the presence of: STATE OF FLORIDA COUNTY OF The foregoing By: SAMPLE (CORP. SEAL) Title: instrument was acknowledged before me this • day of • • • • •• •• • • •• ••• • • • • •••, •• ��•• • • •, . • ••• ••• • • •• •.• •• • • •• • ••• �•• • • ••• ( ) who is personally known to me, or • •; ; • • • • • N •:•: ( ) who has produced Florida Driver License as identification and who did take an oath. • : "' : I • 4, • ••••• • ••• • • .• •••••.• • •(Se.l)••• ritotatpyr • • •• ••• • • •• •••• •••• • • •• • • • • •• • • • NOTARY PUBLIC:: • • • •• • • ••• ••. sign • •• .• • ••• �• ; Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL hone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/04/2006 Inspector: Devaney, Michael Owner. , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL Project: <NONE> Block: Contractor: ADVANCED FIRE AND SECURITY, INC. Permit Type: Imported Permit Inspection Type: Fire Alarm Work Classification: Electric Phone Number Parcel 1027 1121360000060 Lot: Phone: 9541772 -1700 Building Department Comments Wednesday, January 4, 2006 Page 1 of 2 Passed Inspector Comments P / i i-61, 7j 1- t ' )72 ‘)"`- '". F f R ...._ If-/A, ."--.1 1 Mpg per 7;" A/1° ,,,,,,--"AFIlv-0 J-��� - Failed ' I '1.1?--- �° Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 4, 2006 Page 1 of 2 ''mow sstt revs° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/04/2006 Inspector: Devaney, Michael Owner: , CHARTER SCHOOL Job Address: 11301 5 Avenue NW Miami Shores Village, FL Project: <NONE> Block: Contractor: ADVANCED FIRE AND SECURITY, INC. Permit Type: Imported Permit Inspection Type: Fire Alarm Work Classification: Electric Phone Number Parcel N1200027 1121360000060 Lot: Phone: 954/772 -1700 Building Department Comments Wednesday, January 4, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 4, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/26/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11301 N.W. Contractor ADVANCED FIRE AND SECURITY, INC. Local Phone: 954/772 -1700 Electrical Permit Permit Number: EL2005 -257 Page 1 of 1 UNIVERSITY 5 AVE Contractor's Address: 2780 GATEWAY DRIVE Parcel # PARC2004 -27 11213600000E11gal Description: Fees: FEE2005 -10147 FEE2005 -10148 FEE2005 -10152 Description Building Fee CCF Credit Bond Fund Total Fees: Amount $864.00 $17.40 ($864.00) $17.40 Total Fees: $17.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/21/2006 Construction Value: $28,814.00 Work: INSTALL FIRE ALARM Signed: (INSPECTOR) `JUL 2 6 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: '5168 Ake At MIAMI SHORES VILLAGE 9I BUILDING DEPARTMENT ``' 305 -795 -2204 Building Inspection Request Date 12;i- Type Insp'n H 1 , Permit No. 8)OS- � Name Cro r le( A' rI , Address Co Yt 1 W rJCJ"� Company 3 Xn Phone # Inspection Date 2 T( Approved Correction Re- Insp'n Fee ❑ e rf► Miami Shores Village Building D ep art..,in ent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 IRE Ell E JUL 7$ it* Plumbing Mechanical Permit No. ster Permit No. Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address / / 3 O / 'OW City /Il > dt.vh s lvaiw.4 State Tenant/Lessee Name Phone # Roofmg Job Address (where the work is being done) 1 l iu t City Miami Shores Village County Miami -Dade I Zip Is Building Historically Designated YES NO Contractor's Company Name r Contractor's Address 2,780 1 l City State qjli--772-- 170o Qualifier Zip 3 "56 7 State Certificate or Registration No. CPO 00 /o Certificate of Competency No. Architect/Engineer's Name (if applicable) &`p �, Phone # $ Value of Work For this Permit r/ Type of Work: ['Addition Describe Work: ❑Alteration ew '- y'c1 / —do0 Square Footage Of Work: y✓n65. 0 Repair/Replace 0 Demolition Submittal Fee $ Notary $ Scanning $ 3 -0o ** *** * * * * * * **** ***********Fees********************** 0 Permit Fee $ 69&11f417' CCF $ ! 7 40 coicc Training/Education Fee $ 3- Technology Fee $ Z 1 - (:fly Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 9 U i (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenceme t must be posted at the job . • for the first inspection which occurs seven (7) days after the building permit is issued. In the b .'fence of such poste inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thiSZ. day of ,20_,by - who is personally known to me or who has produced As identification and who did take an oath. day of L „ti O.5—by tout JA... who '. rsonally kno me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Co *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *.:i ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ✓��yd,„s APPLICATION APPROVED BY: Cho 05/13/03 Plans Examiner Engineer Zoning Fr.i FIRE CONTROL INSTRUMENTS Building Intelligent Networks 1100 SERIES wwwfirecontrolinstruments.com DESCRIPTION The FCI 7100 series fire alarm control panel is a multiprocessor- based,analog addressable system in a compact, yet expandable, plat- form. Intended for commercial, industrial and institutional installations, it is ideal for life safety and property protection applications. The basic 7100 series control panel pro- vides two analog addressable signaling line circuits (SLCs). Each SLC supports up to 99 analog addressable sensors, as well as up to 99 addressable monitor modules and /or con- trol points.With 198 addresses available on each SLC, total system capacity reaches 396 addresses.The 7100 uses an advanced pro- tocol that ensures an almost instant response to events while at the same time suppressing nuisance alarms. The system may be programmed with ei- ther theWindows® -based Field Configuration Program (FCP -7100) or through a compre- hensive set of intuitive, securely password protected front -panel programming options. This important feature allows the system to quickly adapt to any future requirements brought on by changes in occupancies, build- ing remodels, or other contingencies. The sophisticated circuitry and powerful analog software enables the 7100 series fire alarm control panel to read the specific sen- sitivity level of each sensor and compensate for any changes due to age, dust accumula- tion or other environmental factors.The 7100 incorporates the FCI Listed Integrated SensitivityTesting (LIST) which meets NFPA 72 sensitivity testing and maintenance re- quirementsThe LIST testing allows substan- tial savings in both maintenance and service while virtually eliminating nuisance alarms. The Model 7100 -2D features an integral DigitalAlarm CommunicatorTransmitter (DACT) with all popular transmission formats and a 1 6-digit telephone number field. It is 8- digit Carrier Information Code (CIC) compli- ant and also prevents "dialer- runaway" in the event of intermittent system faultsThe 7100 - 2D is UL Listed for Remote Station, Propri- etary,and Central Station fire alarm systems. The 7100 is housed in an attractive, con- temporary styled cabinet. It allows ample space for wiring and room for batteries up to 7A /H capacity. • FEATURES • Integral DigitalAlarm Communica (with the 7100 -20) • 120 or 240VAC (optional) Input Line Voltage • Intuitive Front Panel Programming • 80- characterAlpha- numeric Display • Two Style 4 (Class"B") Signaling Line Circuits.Style 6 (Class "A ") with optional CAOM module • Two Style Y (Class `B ") Regulated NotificationAppliance Circuits rated for 1.5Am p. each. Style Z (Class "A ") with optional CAOM module • Suitable for Pre - Action Deluge applications with optionalMCOM module • Available with Plastic or Metal Door • PeriodicTrouble Reminder • Individual Sensor Drift Compensation • Listed Integral SensitivityTesting (LIST) • Dual -stage Maintenance alerts ( "Dirty" and" Very Dirty ") • Multilevel Sensor Sensitivity Adjustments (Front Panel programmable) • Day /Night SensitivityAdjustments (Front Panel programmable) • AI armVeri fication per Individual Sensor • PositiveAlarm Sequence for Sensors or Monitor Modules • Four Levels of SystemAccess using Six Digit Passwords with up to Five User Passwords per Level • Duplicate and ExtraA d d ress indications • MarchTime (60 or 120 BPM)ITemporal Pattern/ Coded Fours /California Code/ User - Defined Zone Coding • Cross Zoning • System Configuration Programming and 500 Event Log stored in Non - Volatile Memory • Fan Restart with Sequential Restart Delay • Upload/ Download of Panel Configuration between Panel and FCP -7100 program (Password Protected feature) • Up to 64 7100 panels in NetSOLO® network with optional INI -7100 module COMPACTANALOG ADDRESSABLE FIRE CONTROL PANEL 51869 APPROVED NA EA 1c'�`ii5_'r 307 -99 -E 307- 99- EVol.11 7165- 0694:219 (7100) 7300 - 0694:231 (LCD -7100) 7300 - 0694:241 (LDM -7100) An ISO 9001 Company Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ©2002 All Rights Reserved 9020- 0466NER. 2.3 Page I of S A Honeywell Company Fel FIRE CONTROL INSTRUMENTS Building Intelligent Networks 7100 SERIES www.firecontrolinstruments.com OPTIONAL ACCESSORIES LCD -7100 The LCD -7100 remote serial display offers an 80 -char- acter alphanumeric readout for remote display of all sys- tem events. It duplicates all the information on the 7100 series panel display and provides key switch protected func- tions such as System ResetAlarmAcknowledge,Trouble Acknowledge, Signal Silence,and DrillTest. LEDs on the LCD -7100 indicateAlarm,Supervisory,Sys- temTrouble, Power Fault,Systems Silenced,NAC #I ,and N AC #2 Silenced conditions. The LCD -7100 can be surface or semi -flush mounted on a standard four -gang electrical box and it can be in- stalled up to 4,000 feet (1,219 m) from the main control panel.The 7100 series fire alarm control panel can sup- port up to five (5) remote LCD -7100 annunciators using one pair of twisted, non-shielded I8AWG min.wire for serial communication and another pair of 16AWG min. for operating voltage. (Refer to 9020 -0486) LDM -7100 The LED Driver module (LDM -7100) is designed to mount in a U.L. Listed remote annunciator and provides outputs for remote panel switches and 33 remote LEDs. Three LDM -7100 modules may be installed in a single an- nunciator for a total of 99 LEDs per annunciator. This combination may be repeated up to five times for a total of fifteen (15) LDM -7100 at up to five different locations. Maximum distances of up to 4,000 feet (1,219 m) can be achieved using one pair of twisted, non - shielded wire for serial communication and another pair of straight -lay wire. for operating voltage. (Refer to 9020 -0519) CAOM The Class "A" Optional module (CAOM) allows StyleY and Z (Class "B" and "A ") operation for both Notification Appliance Circuits and Style 4 and 6 (Class "B" and "A ") for both Signaling Line Circuit.. It also provides discon- nect switches for each signaling line circuit and a com- mon disconnect switch for both notification appliance cir- cuits. • MCOM The Municipal Connection Option Module (MCOM) provides three choices of outputs. It can be configured as a Municipal Circuit (City Box) output at: • 24VDC nominal voltage •0.0018 amp supervisory current •0.510 amp maximum alarm current •35 ohms maximum line resistance • 14.5 ohms maximum trip coil resistance It may also be set to serve as a Reverse Polarity output with a nominal voltage output of 24VDC at 0.012 amp maximum alarm and supervisory current. The third option the MCOM provides is as a releasing solenoid output rated at: • 24VDC nominal voltage • 0.005 amp supervisory current •0.710 amp maximum alarm current •2 ohms maximum line resistance It is suitable to be used with: •Skinner LV2LBX25 •Asco T8210A107 • Asco 8210G207 • Skinner 73218BN4UNLVNOC I 1 I C2 •Skinner 7321 2BN4TNLVNOC322C2 •Skinner 71395SN2ENJ I NOH I I I C2 PTRM The PrinterTransient module (PTRM) provides RS -232 Isolator /Transient protection for the 7100's RS -232 port (BSM connector J2). It is used in conjunction with a serial printer applied to the RS -232 port for permanent record keeping. INI -7100 The Intelligent Network Interface module allows the 7100 series fire alarm control panel to become the platform of a peer -to -peer, token ring,self regenerative network comprised of up to sixty -four (64) 7100s. Specifications are provided for information only,and are not intended to be used for installation purposes and are believed to be accurate. H oweve nno responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ©2002AII Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,MA 02090 USA • Te1:781 -471 -3000 • Fax:781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0466/VER.2.3 / Page2of5 A Fel FIRE CONTROL INSTRUMENTS Building Intelligent Networks 1100 SERIES www.firecontrolinstruments.com BATTERY (a1 BATTERY ( -) 1 087 CT3 C+3 LL X 0000 4 3 2 I TBI 0 .0 0.1ofiCo 8 7 6 5 4 3 2 1 T82 r1 r�1 0000 4 3 2 I TB3 I 0 irma TB4 TB5 Zi2.• F •000000. Mia.M glEN Z •Q•' am soma loa sa:I o =o HI Ih, BSM NEUTRAL GROUND L 120 VAC, 60 Hz HOT ®00 O O O 000 fit HEM TB9 1 2 3 4 5 6 7 8 J R 6 to � m tR m S SPECIFICATIONS NOTIFICATION APPLIANCE CIRCUITS (TBI) TWO SUPERVISED, REGULATED, POWER LIMITED OUTPUTS (NON- CODED) MAX. ALARM LOAD 1.5 AND PER CIRCUIT FOR USE WITH ANY LISTED APPLIANCE W/ OPERATING VOLTAGE RANGE 17 -26 VDC USE UL LISTED END OF LINE RESISTOR EOL -N (47K), P/N 4700 -0512 TROUBLE DRY CONTACTS (TB2) FORM `C° RATED FOR 2 AMPS 6 30 VDC ALARM DRY CONTACTS (TB2) FORM °C° RATED FOR 2 AMPS 6 30 VDC TRANSFER RELAY CONTROL (TB2) TRANSMITS LOSS OR BROWN OUT OF AS POWER TO DRBC -I BATTERY CHARGER POWER LIMITED UNSUPERVISED SIGNALING LINE CIRCUITS (TB3) 24 VDC NOMINAL POWER LIMITED 6 SUPERVISED 40 OHMS MAX. LINE RESISTANCE 0.5 OF MAX. CAPACITANCE CAPACITY OF 99 ANALOG SENSORS AND 99 ADDRESSABLE DEVICES PER CIRCUIT 24 VDC EXTERNAL POWER (084) RESETTABLE 6 NON - RESETTABLE UNREGULATED UNSUPERVISED 1.0 AMP MAX .FROM EACH CIRCUIT/ 1.0 AMP MAX. COMBINED EARTH GROUND CONNECTION (TB4) AC INPUT (T86) 120 VAC, 60 HZ, 2 AMPS NON -POWER LIMITED BATTERY CONNECTION (TB7) SUPERVISED 24 VDC NOMINAL MAX. BATTERY SIZE 31 A/H NON -POWER LIMITED 0.6 AMP MAX. BATTERY CHARGING CURRENT TELEPHONE REQUIREMENTS (TB9) DC RINGER EQUIVALENCE NUMBER (REN) = 0.5B AC RINGER EQUIVALENCE NUMBER = 1.3 COMPLIES WITH FCC PART 8 Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However. no responsibility is assumed by Fire Connol Instruments for their use. Specifications subject to change without notice ©2002A11 Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,MA 02090 USA • Te1:781 -471 -3000 • Fax:781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0466/VER.2.3 / Page 3of55,1 Fel FIRE CONTROL INSTRUMENTS Building Intelligent Networks 7100 SERIES www.firecontrolinstruments.com SPECIFICATIONS Primary Input Power Output Power Non- resettable Power Resettable Power Two (2) NotificationAppliance Circuits Current 7100 -2 (Two Loop) 7100 -2D (Two Loop w /Dialer) LCD -7100 LDM -7100 IN1- 7100- UTF -FO OperatingTe m peratu re Relative Humidity Battery Charger Capacity Alarm &Trouble Relay Contacts Dimensions 7100 LCD -7100 LDM -7100 Weight (7100) 120VAC, 50/60 Hz @ 2.0 amps or 240VAC, 50/60 Hz @ 1.0 amp 4 amps.@ 24VDC (total) 1.0 amp. max. 1.0 amp. max. 11.0 amp. max. from both circuits 1.5 amp.each @ 24VDC Supervisory 0.065 amp. 0.085 amp. 0.050 amp. 0.035 amp. 0.040 amp. Alarm 0.085 amp. 0.105 amp. 0.075 amp. 0.200 amp. (All LEDs lit) 0.040 amp. 32 - 120° F (0 - 49° C) 85 % (non- condensing) 3 I A/H (Cabinet accommodates 7A /H size batteries) Form "C ",2 amps. @24VDC (resistive) 16.9 "Hx 14.5"W x 3" D (40 x 37 x 7.5 cm) 4.25 " H x 8.25"W x 1.88 "D(I1.5x20.5x4.6cm) 6 "W x 4 1/2"W (15.24 x 11.5 cm) 24 Ibs (I I kg) 1 AGENCYAPPROVALS U. L. FM CSFM M EA File S 1 869 Approved 307 -99 -E 307- 99- EVo1.11 7165-0694:219 (7100) 7300 - 0694:231 (LCD -7100) 7300 - 0694:241 (LDM -7100) STATE LICENSE 091026 )tJCED FIRE & SECURITY CH JCK BOEHNKER FIRE ALARM SPECIALIST 271$O'GAlEWAY DRIVE POMPANO BEACH, FL 33069 Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However. no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice (954) 772 -1700 FAX (954) 772-0500 U■ Free: (177) 771 -7070 4s>ISO: elisekeedvissellee.eas ©2002AII Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,MA02090 USA • Te1:781 -471 -3000 • Fax:781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020 - 0466 /VER. 2.3 / Page 4 of 5 / Fel FIRE CONTROL INSTRUMENTS Building Intelligent Networks 7100 SERIES www.firecontrolinstruments.com ORDERING INFORMATION BASIC KITS Part Number 1100 -1311 1100 -1312 1100 -1313 1100 -1314 CABINETS 1100 -1307 1100 -1308 1100 -0480 1100 -0481 Model BK- 7100 -2 BK- 7100 -2D BK- 7100- 2 -240V BK- 7100- 2D -240V 7100 -ENC- PLASTIC 7100 -ENC -META L NS-7100B NS -7100R OPTIONAL MODULES 1 100 -0399 LCD -7100 1100 -0428 LDM -7100 1 100 -1233 CAOM 100 -1234 100 -1235 100 -0440 100 -0439 REPLACEMENT 1420 -0429 1120 -0779 1120 -0867 120 -0778 1120 -0801 1120 -0781 1120 -0780 1120 -0767 MCOM PTRM INI- 7100 -UTP INI - 7100 -FO PARTS EN -7100 CS -7100 CS -7100M T -7100 T -7100 -240 BSM -2 BSM -2D Description Basic System Kit,2 SLC (BSM,Keypad DisplayTransformer) Basic System Kit w/ DACT2 SLC Basic System Kit,2 SLC,240VAC Basic System Kit w/ DACT,,2 SLC,240VAC Enclosure with Plastic Door, standard (16.9" H x 14.4" D x 3" D) Enclosure with Metal Door, standard (16.9" H x 14.4" D x 3" D) Enclosure, NetSOLO® Broadband, black (19" H x 19 "W x 4" D) Enclosure, NetSOLO® Broadband,red (19" H x 19 "W x 4" D) Remote SerialAnnunciator (80- character) Remote LED Driver Module ClassA Option combination module with disconnect switches for both Signaling Line Circuits and NotificationAppliance Circuits Municipal Connection Option Module for Local Energy City Box, Reverse Polarity Signaling, or Releasing Solenoid PrinterTransient Module Intelligent Network Interface module- UnshieldedTwisted Pair Intelligent Network Interface module- Fiber Optic Enclosure (replacement) Plastic Door (replacement) Metal Door (replacement) Transformer, 120VAC input (replacement) Transformer,240VAC input (replacement) Basic System Module, 2 SLC (replacement) Basic System Module, 2 SLC w /DACT (replacement) KeypadAssembly (replacement) Specifications are provided for information onfy,and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice ©2002AII Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,MA 02090 USA • Tel:781 -471 -3000 • Fax:781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0466/VER.2.3 / Page of FCI hRE CONTROL INSTRUMENTS WWW.PIRECONTROi1NSTRUMENTS.COM DESCRIPTION The LCD -7100 Remote Serial Display provides superior flexibility to the 7100 Series installations. It features an 80- character display which duplicates all the information on the 7100 Series panel display with the exception of menus. The LCD -7100 contains the following function keys: Alarm Acknowledge Trouble Acknowledge Signal Silence System Reset /Lamp Test System Drill Test A keylock must be placed in the "ON" position to enable the function keys with the exception of the "Trouble Ac- knowledge" key which is used to silence the trouble sounder on the LCD -7100. LEDs on the LCD -7100 are: Alarm Supervisory System Trouble Power Fault System Silenced NAC #1 Silenced NAC #2 Silenced 7100 SERIES LCD -7100 REMOTE SERIAL LCD DISPLAY INSTALLATION The LCD -7100 can be surface or flush mounted on a stan- dard four -gang electrical box and installed up to 4,000 feet away from the main control. The 7100 Series control panel can accommodate up to five (5) remote LCD -7100 annuncia- tors. UL CSFM APPROVALS S1949 FM 3006578 NYC -MEA SPECIFICATIONS 24 VDC (nominal) .050 amp. .075 amp. 60 to 80° F (15 to 27° C) Operating Voltage Supervisory current Alarm current Operating temperature (recommended) Absolute maximum operating temperature range Relative humidity Dimensions Part No. 1100 -0399 Model LCD -7100 FEATURES 80- Character LCD Display Full Complement of Function Keys and LEDs Remote Location up to 4,000 Feet Away from Control Panel 7100 Series will Accommodate up to Five (5) Annunciators Surface or Flush Mount on Standard Four -gang Electrical Box Compact, Attractive Appearance 32 to 120° F (0 to 49° C) 85% max., non - condensing at 90° F (32° C) 8 x411 /2 "Hx 1 7/8 "D(20.5x 11.5 x 4.6 cm) ORDERING INFORMATION . Description Remote Serial LCD Display Specifications are provided for information only, are not intended to be used for installation purposes, and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments, Inc. for their use. Specifications subject to change without notice. © 1999 All Rights Reserved 16 Southwest Park, Westwood, MA 02090 USA TEL: (781) 471 -3000 FAX: (781) 471 -3099 An ISO 9001 Certified Company 9020 -0486 /Ver. 1.4 FCI FIRE CONTROL INSTRUMENTS W W W.PIRECONTROUNSTRUMeNTS.COM MS -7 NON -CODED MANUAL FIRE ALARM STATIONS Description The MS -7 Series Manual Fire Alarm Stations are available in a wide variety of configurations. They meet the require- ment of the Americans with Disabilities Act (ADA) of a 5 -lb maximum pull force to activate. Operating instructions are molded into the handle along with Braille text. All stations have a key lock/reset which is keyed alike with FCI fire alarm control panels and manual fire alarm stations. I PUSH IN {PULL DOWN MS -7A Addressable Station The MS -7A Addressable Station is a double action station designed for installation in the signaling line circuit of any FCI analog addressable control panel. Activation of the sta- tion causes its assigned address to register at the control panel. The signaling line circuits of FCI analog addressable panels are designed to accommodate up to 98 addressable stations per circuit. The door contains an LED which flashes red in normal con- dition and lights steadily when the station has been activated. The station features screw terminals. MS -7 Double Action Station The MS -7 double action station is intended for use with conventional fire alarm control panels. It features a set of sin- gle pole contacts and screw terminals for connection to an initiating circuit. MS -7S Single Action Station The MS -7S single action station is intended for use with conventional fire alarm control panels. It features a set of sin- gle pole contacts and wire leads for connection to an initiat- ing circuit. MS -7SP Double Action Station The MS -7SP is a double action station similar to the MS -7 station, with the additional feature of both English and Span- ish instructions molded into the unit. MS -7LOB Double Action Station (Listed for Outdoor Applications) The MS -7LOB station must be mounted on a Model WBB backbox. In retrofit applications, the station is UL Listed for use with the WP -10 backbox. It is intended for use with con- ventional control panels and has a set of single pole contacts and screw terminals. Mounting The MS -7 interior stations may be surface (backbox SB -10) or semi -flush mounted on a standard double -gang, or 4 -inch (10.16 cm) square electrical box. An optional trim ring (BG -TR) may also be used for semi -flush mounting. FEATURES Addressable Versions Compatible With All FCI Analog Addressable Fire Alarm Controls Conventional Versions Suitable for Use With any UL Listed Control Panel Both Single and Double Action Versions Tumbler Lock for Test and Reset Keyed Alike With FCI Controls Surface or Semi -Flush Mounting Shock and Vibration Resistant Versions (MS -7LOB) Listed for Outdoor Applications Meets ADA Pull Force Requirements 16 Southwest Park, Westwood, MA 02090 USA TEL: (781) 471 -3000 FAX: (781) 471 -3099 9020 -0522 /Ver. 1.1 AGENCY APPROVALS UL (Standard 38) CSFM NYC -MEA Factory Mutual Research Material Contact Ratings Dimensions Operating temperature (MS -7A) Relative humidity (MS -7A) Supervisory current (MS -7A) Part No. Model 1100 -0430 MS -7 1100 -0431 MS -7A ** 1100 -0432 MS -7S 1100 -0433 MS -7SP 1100 -0434 MS -7LOB 1100 -0437 WBB 1100 -0436 SB -10 1100 -0435 BG -TR File S2465 Approved MEA 67 -02 -E Vol. II 3014708 SPECIFICATIONS Lexan 0.25 amp. @ 30 VAC/VDC (resistive) 5 5/8" H x 4 1/4" W x 1 1/4" D (14x 10.1 x3.2 cm) 32 to 120° F (0 to 49° C) 10 to 93% non - condensing .00030 amp. ORDERING INFORMATION Description Double action station Addressable double action station Single action station, wire leads Double action station, English and Spanish instructions Double action station, outdoor use. Must use WBB Backbox Back box, MS -7LOB Surface backbox Trim ring for semi -flush mount * *For use with FCI analog addressable control panels only. Specifications are provided for information only, are not intended to be used for installation purposes, and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments, Inc. for their use. Specifications subject to change without notice. © 2001 All Rights Reserved 2 of 2 9020 -0522 FIRE CONTROL INSTRUMENTS by Honeywell ASD-1L2 www.firecontrolinstruments.com GENERAL The Fire Control Instruments ASD Series analog addressable plug -in smoke sensors with integral communication pro- vide features that surpass conventional sensors. Detector sensitivity can be pro- grammed in the control panel software. Sensitivity is continuously monitored and reported to the panel. Point ID capability allows each sensor's address to be set with decade address switches, providing exact locations for selective maintenance when chamber contamination reaches an unacceptable) level. The ASD -IL2 ioniza- tion sensor incorporates a unique single - source, dual- chamber design to respond quickly and dependably to a broad range of fires. INSTALLATION ASD -IL2 plug -in sensors use a separate base to simplify installation, service, and maintenance. A special tool allows maintenance personnel to plug in and re- move sensors without using a ladder. Mount base on a box which is at least 1.5" (3.81 cm) deep. Suitable mounting base boxes include: • 4.0" (10.16 cm) square box. • 3.5" (8.89 cm) or 4.0" (10.16 cm) oc- tagonal box. • Single -gang box (except relay or isola- tor base). • With B501BH base, use a 4.0" (10.16 cm) square box. • With B224RB or B224B1 base, use a 3.5" (8.89 cm) octagonal box, or a 4.0" (10.16 cm) octagonal or square box. NOTE: Because of the inherent supervi- sion provided by the SLC, end -of -line resistors are not required. Wiring `T- taps" or branches are permitted for Style 4 (Class "B") wiring. ANALOG, ADDRESSABLE 1 IONIZATION SMOKE FEATURES `�`°��, SENSOR • Sleek, low- profile design. • Addressable- analog communica- tion. • Stable communication technique with noise immunity. • Low standby current. • Rotary 01 to 99 address switches • Optional remote, single -gang LED accessory (RA400Z). • Dual LED design provides 360° viewing angle. • Visible red LEDs flash every time the detector is polled, and light steadily on alarm. • Built -in functional test switch activated by external magnet. • Optional relay, isolator, or sounder bases. • Listed to UL Standard 268. DETECTOR SPACING: FCI recommends spacing sensors in compliance with NFPA 72. In low airflow applications with smooth ceilings, space detectors 30 feet (9.144 m). For specific information regarding sensor spacing, placement, and special applications, refer to NFPA 72. System Smoke Detector Application Guide, document A05 -1003, is available at www.systemsensor.com. ASD -IL2 LISTED MEA APPROVED An ISO 9001 Company Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no respon- sibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. © 2003 All Rights Reserved 9020 -0558Ner. 1.2 Page 1 of 2 FIRE CONTROL INSTRUMENTS by Honeywell ASD-1L2 REMOTE ANNUNCIATOR OPTIONAL RETURN LOOP SPECIFICATIONS Size: 2.1" (5.1 cm) high x 4.1" (10.4 cm) diameter installed in B501 base, 6.1" 15.5 cm) diameter installed in ADB -FL base. Shipping weight: 5.4 oz. (154 g). Operating temperature: 0 °C to 49 °C (32 °F to 120 °F). UL- Listed velocity range: 0 — 1200 ft. /min. (365.76 m /min.). Relative humidity: 10% — 93% noncondensing. ELECTRICAL SPECIFICATIONS Voltage range: 15 - 32 volts DC peak. Standby current (max. avg.): 200 pA @ 24 VDC (without communication); 300 pA @ 24 VDC (one communication every 5 seconds with LED enabled). LED current (max.): 6.5 mA @ 24 VDC ( "ON "). BASES AVAILABLE B210LP: 6.1" (15.5 cm) diameter. B501: 4.1" (10.4 cm) diameter. 8501 BH or B501 BHT: Sounder base assembly (B501 BHT produces a temporal pattern). Includes B501 base. B224RB Relay Base: Screw terminals: up to 14 AWG (2.0 mm2). Relay type: Form -C. Rating: 2.0 A @ 30 VDC resistive; 0.3 A @ 110 VDC inductive; 1.0 A @ 30 VDC inductive. Dimensions: 6.2" (15.748 cm) x 1.2" (3.048 cm). B524BI Isolator Base: Dimensions: 6.2" (15.748 cm) x 1.2" (3.048 cm). Maximum: 25 devices between isolator bases. Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. © 2003 All Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park, Westwood, MA 02090 USA • Tel: 781 - 471 -3000 • Fax: 781 - 471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0558Ner. 1.2 / Page2of2 FCI FIRE CONTROL INSTRUMENTS Building Intelligent Networks ATD -L2 www.firecontrolinstruments.com GENERAL The FCI Series intelligent plug -in thermal detectors with integral communication provide features that surpass conventional detectors. Detector sensitivity can be programmed in the control panel software. Sensitivity is continuously monitored and reported to the panel. Point ID capability allows each detector's address to be set with decade address switches, providing exact detector locations for selective maintenance when chamber contamination reaches an unacceptable Ievel.ATD Series thermal detectors use an innovative thermistor sensing circuit to produce 135 °F /57 °C fixed - temperature (ATD -L2) and rate -of -rise thermal detection (ATD -RL2) in a low - profile package.TheATD -HL2 provides fixed high - temperature detection at 190 °F /88 °C.These thermal detectors provide cost effective, intelligent property protection in a variety of applications. INSTALLATION ATD -L2 plug -in detectors use a separate base to simplify installation, service, and main - tenance.A special tool allows maintenance personnel to plug in and remove detectors without using a ladder. Mount base on a box which is at least 1.5" (3.81 cm) deep. Suitable mounting base boxes include: • 4.0" (10.16 cm) square box. • 3.5" (8.89 cm) or 4.0" (10.16 cm) octago- nal box. • Single -gang box (except relay or isolator base). • With 8501 BH base, use a 4.0" (I 0.16 cm) square box. • With B224RB or B224B1 base, use a 3.5" (8.89 cm) octagonal box, or a 4.0" (10.16 cm) octagonal or square box. NOTE: Because of the inherent supervision provided by the SLC loop, end-of-line resistors are not requiredWiring" Ttaps" or branches ale permitted for Style 4 (Class"B") wiring. FEATURES • • • • • • • • • • • • • • ANALOGADDRESSABLE THERMAL DETECTOR Sleek, low-profile, stylish design. State-of-the-art thermistor technol for fast response. Rate-of-rise model (ATD -RL2), 15 °F (8.3 °C) per minute. Factory preset at 135 °F (57 °C); high - temperature modelATD -HL2 at I90°F (88 °C). Addressable by device. Rotary 01 — 99 address switches Two -wire loop connection. Visible LEDs "blink" every time the unit is polled. 360 ° -field viewing angle of the visual alarm indicators (Two red LEDs). LEDs blink in Normal condition and turn on steady inAlarm. Integral communications and built -in device -type identification. Remote test feature from the panel. Built -in functional test switch activated by external magnet. Low standby current. Listed to UL 521. Built -in tamper - resistant feature. Designed for direct - surface or electrical -box mounting. Sealed against back pressure. Plugs into separate base for ease of installation and maintenance. Separate base allows interchange of photoelec- tric, ionization and thermal sensors. SEMS screws for wiring of the separate base. 94 -5V plastic flammability rating. Remote LED output connection to optional RA400Z remote LED annunciator. Optional sounder, relay, and isolator bases. ATD -L2 NI EA APPROVED An ISO 9001 Company Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ©2003 All Rights Reserved 9020-0560Ner.1.0 Page 1 of 2 A Honeywell Company FIRE CONTROL INSTRUMENTS Building Intelligent Networks ATD-L2 www.firecontrolinstruments.com REMOTE ANNUNCIATOR OPTIONAL RETURN LOOP SPECIFICATIONS Size:2.1" (5.1 cm) high x 4.1" (10.4 cm) diameter installed in B501 base, 6.1" (15.5 cm) diameter installed inAD B-FL base. Shipping weight: 4.8 oz. (137 g). Operating temperature range: ATD-L2,ATD-RL2: —20 °C to 38 °C (-4 °F to 100 °F);ATD -HL2: —20 °C to 66 °C ( -4 °F to 150 °F). Detector spacing: UL approved for 50 ft. (15.24 m) center to center. FM approved for 25 x 25 ft. (7.62 x 7.62 m) spacing. Relative humidity: 10% — 93% noncondensing. Thermal ratings: fixed- temperature setpoint 135 °F (57 °C), rate -of -rise detection I 5°F (8.3 °C) per minute, high temperature heat 190 °F (88 °C). ELECTRICAL SPECIFICATIONS Voltage range: 15 - 32 volts DC peak. Standby current (max.avg.): 200 pA @ 24VDC (without communication);300 pA @ 24VDC (one communication every 5 seconds with LED enabled). LED current(max.): 6.5 mA @ 24VDC ( "ON ").Voltage range: 15 - 32 volts DC peak. BASESAVAILABLE ADB- FL: 6.1" (15.5 cm) diameter. B501:4.1" (10.4 cm) diameter. B50I BH or B50 BHT: Sounder base assembly (B501 BHT produces aTemporal Pattern),Includes B501 base. B224RB Relay Base:Screw terminals: up to 14AWG (2.0 mmz).Relaytype: Form -C. Rating: 2.0A @30VDC resistive; 0.3A @ 1 10VDC inductive; 1.0A @ 30VDC inductive. Dimensions: 6.2" (15.748 cm) x I.2" (3.048 cm). B52481 Isolator Base: Dimensions: 6.2" (15.748 cm) x 1.2" (3.048 cm). Maximum: 25 devices between isolator bases. Specifications are provided br information only, and are not intended to be used for installation purposes and are believed to be accurate However, no responsibility is assumed by Fire Control Instruments for their use Specifications subject to change without notice. ©2003A1l Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,MA 02090 USA • Te1:781 -471 -3000 • Fax:781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0560NER. 1.0 / Page oft J Fel FIRE CONTROL INSTRUMENTS ailcfnglntelligent Networks ADP Series www.firecontrolinstruments.com DESCRIPTION The Fire Control Instruments ADP Low -Flow Series photoelectric air duct smoke detectors are capable of sensing smoke in air velocities from 100 to 4,000 feet per minute (0.5 to 20.32 m /sec). The ADP series features low -flow tech- nology that enables duct smoke detection throughout a broad range of airflow environments. Many difficult to solve HVAC applications occur in low airflow duct applications where reliable smoke detection is critical. ADP low -flow technol- ogy can detect smoke at air speed velocities of 100 feet per minute or greater, while continuing the same reliable performance to 4,000 feet per minute. The ADP Series Detector samples air currents passing through a duct and gives dependable performance for shutdown of fans, blowers, and air conditioning systems, preventing the spread of toxic smoke and fire gases through the protected area. These intelligent sensors communicate and are continuously monitored through the communication line. Detector sensitivity changes caused by dirt, temperature, or humidity are reported to the panel, allowing compensation algorithms to maintain the sensor's set sensitivity. An advance indica- tion at the panel specifies the sensor address, allowing for selected maintenance to be performed as needed. Remote alarm annunciation can be accomplished by using the RA400Z Remote Annunciator or the RTS451 or RTS45 1 KEY Remote Test Station. Both these devices allow testing of the detector from a remote location. The ADP series low -flow duct detectors are designed for simplified installation and easy maintenance. The modular construction allows for easy cleaning and uncomplicated field replacement of the UL recognized power and sensor boards. ANALOG, ADDRESSABLE LOW-FLOW DUCT DETECTOR The ADP (non - relay) has outputs fors-a remote LED display and remote test switch?; It incorporates zener diodes to conserve power for communications to other devices. The ADP -L is a 2 -wire device that requires signaling line circuit power only. The ADP -R (with relay) has powered outputs for remote LED indication with a remote test switch and audible sounder. Two form "C" auxiliary contacts can be configured as a relay version or jumpered to mimic the non -relay version. It has a patented cover tamper trouble signal. The ADP -R is a 4 -wire device that requires both com line power and either 24VAC /DC or 120 /220VAC for proper operation. FEATURES • Air velocity rating from 100 to 4000 feet per minute (0.5 to 20.32 mlsec.) • Patented telescopic sampling tube • Easily accessible code wheels • Outside mounting tabs • Easy and quick mounting to round or rectangular ducts from 1' -12' (0.3 -3.7 meters) wide • Easy to clean • UL recognized field- replaceable power and sensor boards • Transparent cover for convenient visual inspection • UL 268A listed ADP ADP -R APPROVED An ISO 9001 Company Specifications are provided for information on and are not intended to be used for losodlation purposes and are believed to be accurate. However, no responsibility Is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ®2003 All Rights Reserved 8020-0567Ner.1.0 Page lof 5 A Honeywell Company rcl FIRE CONTROL INSTRUMENTS @ildngIntelligent Networks ADP Series www.firecontrolinstruments.com COMMUNICATION LINE UL LISTED CONTROL PANEL Eirr Ins =11111111111.1/1114111111111 < +> (8 3+i CO (C0 (8 as r 1naar. 1ST DETECTOR IN LOOP Wiring diagram for ADP Duct Smoke Detector using a UL listed control panel z CC 0 0 V 2ND DETECTOR IN LOOP Wiring diagram for ADP Duct Smoke Detector with optional RA400Z (Must break tab on back of RA400Z when used with ADP.) z N N t v iBNY� 'CC 0 0 0 FIELD INSTALLED JUMPER ADP RTS451/RTS451 KEY FOR RTS451, TERMINAL 3 IS NOT USED. (RTS451 DOES NOT HAVE A TERMINAL 6.) FOR RTS451 KEY, TERMINALS 3 AND 6 ARE NOT USED. Wiring diagram for ADP Duct Smoke Detector with RTS451 /RTS45I KEY Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ® 2003 All Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park, Westwood, MA 02090 USA • Tel: 781 -471 -3000 • Fax: 781 -471 -3099 A Honeywell Company www.fi reco ntro li nstru ments.com 9020- 0567NER. 1.0 / Page 2 of 5 Fel FIRE CONTROL INSTRUMENTS B&i/ofngIntelligent Networks ADP Series www.firecontrolinstruments.com COMMUNICATION LINE UL LISTED CONTROL PANEL U O U C71ai1IZZLI I rl CJ10 fl Iolp t71t} tol Q 0 J1 JUMPER 1ST DETECTOR 2ND DETECTOR IN LOOP IN LOOP Wiring diagram forADP -R Duct Smoke Detector using a UL listed control panel NOTE: Jumper J I shunt must be installed for 2 -W applications. J I shunt must be removed for power PCB supervision. J1 JUMPER Or,) i� as 1.1 U 0a0 5 = Alarm Signal 7 = Aux. Power ( —) RA400Z DO NOT BREAK TAB ON RA400Z 0 0 Wiring diagram forADP -R Duct Smoke Detector with optional PA400 5 = Alarm Signal 7 = Aux. Power ( —) Wiring diagram forADP -R Duct Smoke Detector with optional RA400Z FOR RTS451, TERM NAL 3 IS NOT USED. (RTS451 DOES NOT HAVE ATERMINAL6.) FOR RTS451KEY TERMINALS 3 AND 6 ARE NOT USED. Wiring diagram forADP -R Duct Smoke Detector with RTS45 I /RTS45 I KEY Specifications are provided for information only and are not intended to be used for instillation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. © 2003 All Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park, Westwood, MA 02090 USA • Tel: 781 -471 -3000 • Fax: 781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020 -0567NER. 1.0 / Page 3 of / Fel FIRE CONTROL INSTRUMENTS fk.ilcingIntelligent Networks ADP Series www.firecontrolinstruments.com ADP SERIES LOW-FLOW SPECIFICATIONS 32° to 131 °F (0° to 55 °C) 10% to 93% relative humidity (non- condensing) -22° to +158 °F ( -30° to +70° C) 100 - 4000 ft. /min. (0.5 - 20.32 m /s) Operating Temperature Range Operating Humidity Range Storage Temperature Range Duct Air velocity Shipping Weight DH200PL: DH2O0RPL: Length Width Depth 3.351bs. (1.5 kg) 3.901bs. (1.8 kg) 14 -3/4" (37 cm) 5-1/2" (14 cm) 2 -3/4" (7 cm) ADP SPECIFICATIONS Voltage Range 15 to 32 VDC Standby Current 300pA @ 24 VDC (one communication every 5 seconds with LED blink enabled) Accessory Current Loads Device Standby RA400Z 0 mA RTS45 I /RTS45 I KEY 0 mA ADP -R SPECIFICATIONS Current Requirements (using no accessories) Power supply voltage: Max. standby current: Max. alarm current: Alarm response tim:e Power up time: 20 -30 VDC 26 mA 87 mA 3 to 10 sec. 2 sec. Alarm 10 mA Max. 7.5 mA Max. 24 VAC, 50 -60HZ 65 mA RMS 182 mA RMS 3to I0sec. 2 sec. 120VAC, 50 -60Hz 44 mA RMS 52 mA RMS 3 to 10 sec. 2 sec. Contact Ratings Alarm auxiliary contacts* (DPDT) 10 A @ 30 VDC 10 A @ 277 VAC (0.75 power factor) 240 VA @ 249 VAC (0.4 power factor) I/8 HP@ 120 VAC 1/4 HP @ 240 VAC Supervisory contact (SPST) 2.0 A @ 30 VDC (resistive) *Minimum switching current for auxiliary contact must be 100 mA DC minimum @ 5VDC. Accessory Current Loads at 24 VDC Device Standby PA400 0 mA RA400Z 0 mA RTS45 I /RTS451 KEY 0 mA Alarm 15 mA Max. 12 mA Max. 10 mA Max. Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. 220/240 VAC, 50 -60Hz 25 mA RMS 30 mA RMS 3 to 10 sec. 2 sec. © 2003 All Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park, Westwood, MA 02090 USA • Tel: 781 -471 -3000 • Fax: 781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020- 0567NER. 1.0 / Page 4 of 5 Fel FIRE CONTROL INSTRUMENTS Btikinglntelligent Networks ADP Series www.firecontrolinstruments.com ORDERING INFORMATION Part No. Description ADP ADP (non - relay) intelligent low -flow photoelectric non -relay duct smoke detector ADP -R ADP -R (relay) intelligent low -flow photoelectric with relay duct smoke detector ST-I.5 Metal sampling tube duct widths I' -2' ST-3 Metal sampling tube duct widths 2' -4' ST-5 Metal sampling tube duct widths 4' -8' ST-10 Metal sampling tube duct widths 8' -12' A5053 Replacement photoelectric sensor board A5060 Replacement power board forADP -R (w /relay) A5067 Replacement power board for ADP (w /o relay) Accessories RTS45I RTS451KEY RA400Z PA400 F36-09-11 M02 -04 -00 P48 -21 -00 P48 -61 -00 S08 -39 -01 T80 -71 -00 ti PA -400Z Description Remote test station Remote test station w /key Remote LED Mini- Alerttm Sounder- Note: Device cannot be wired directly to ADP (non - relay). Replacement filters Test magnet End cap for metal sampling tube End cap for plastic sampling tube Replacement photo insect screen Replacement plastic sampling tube RA -400Z RTS -45 I RTS -45 I KEY Specifications are provided for information only, and are not intended to be used for installation purposes and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments for their use. Specifications subject to change without notice. ® 2003 All Rights Reserved FIRE CONTROL INSTRUMENTS 16 Southwest Park, Westwood, MA 02090 USA • Tel: 781 -471 -3000 • Fax: 781 -471 -3099 • www.firecontrolinstruments.com A Honeywell Company 9020 -0567NER. 1.0 / Page 5 of 5 �/ FIRE CONTROL INSTRUMENTS iii1WMFEVITROLVISTR COa AMM -2 ADDRESSABLE MONITOR MODUL DESCRIPTION The Addressable Monitor Module AMM -2 features a single Style B, Class B initiating circuit with end of line resistor. This module provides an address for any device or group of devices connected to this circuit. Any alarm initiating devices with nor- mally open (N.O.) dry contacts, such as heat detectors, linear heat detection devices, projected beam smoke detectors, 4 -wire smoke detectors, water flow switches, tamper switches, manual stations, etc. may be installed in this circuit. The AMM -2 module is designed for installation in the signal- ing line circuit of any FCI analog addressable control panel. The signaling line circuits of FCI analog addressable panels are designed to accommodate up to 99 monitor modules per circuit. The initiating circuit of the AMM -2 has a maximum line resis- tance of 40 ohms, allowing the module to accommodate initiat- ing devices at a distance from the module. The compact size facilitates the installation of the module in- side manual stations, or mounting boxes of various types of alarm initiating devices. AGENCY APPROVALS I L S1949 FM 3006398 NYC MEA427 -91 -E Vol. III CSFM Approved Supervisory current Alarm current Operating temperature Relative humidity Dimensions FEATURES • Compact Size Allows Easy Installation • Class B, Style B Initiating Circuit • 40 Ohm Line Resistance for Initiating Circuit • Accommodates any N/O Dry Contact Device TECBNICAL INFORMATION .0004 amp. .0006 amp. 32 to 120 °F(0to49 °C) 10 to 93% (non - condensing) 1. 3 "Hx2.75 "WxO.5 "D(3.3x5.5x1.25cm) ORDERING INFORMATION Part Number Model 190 -00002 AMM -2 Description Addressable Monitor Module, Single circuit, Style B, Class B Specifications are provided br information only, are not intended to be used for Installation purposes, and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments. Inc. for their use. Specifications subject to change without notice. °2000 M Rights Reserved 16 Southwest Park, Westwood, MA 02090 USA TEL: (781) 471 -3000 FAX: (781) 471 -3099 An fso 9001 used company 9020-0502/Vet 13 2 f�l FIRE CONTROL INSTRUMENTS W W W..RM2ECONTROUNSTRUMENT$.COM AOM -2R ADDRESSABLE OUTPUT RELAY CONTROL MODULE APPROVED DESCRIPTION The Addressable Output Relay Control Mo (AOM -2R) allows an FCI analog addressable fire alarm con- trol to switch discrete relay contacts by code command. The relay provides two (2) isolated sets of Form -C contacts which transfer simultaneously. Circuit connections to the relay con- tacts are not supervised by the module. The AOM -2R module is designed for installation in the sig- naling line circuit of any FCI analog addressable control panel. The signaling line circuits of FCI analog addressable control panels are designed to accommodate up to 98 control modules per circuit. The module contains a panel controlled LED. The AOM -2R is designed to mount in a 4" square junction box 2 1/8" deep. AGENCY APPROVALS S1949 3006398 NYC -MEA UL Factory Mutual CSFM FEATURES Two (2) Sets of Form "C" Contacts Compact Size Allows Easy Installation Current Rating 3A 2A Maximum Voltage 30 VDC 30 VDC Load Description Application Resistive Resistive Non Coded Coded 0.9A .......... 0.5A 0.5A 110 VDC 125 VAC 30 VDC Resistive Non Coded Resistive Non Coded Inductive (L/R =5ms) Coded lA 30 VDC Inductive (L/R =2msZ Coded 0.5A 125 VAC Inductive (PF =.35) Non Coded 0.7A 75 VAC Inductive (PF =.35) Non Coded TECHNICAL INFORMATION Supervisory current .00030 amp. Alarm current .00030 amp. Operating temperature 32 to 120° F (0 to 49° C) Relative humidity 10 to 93% relative humidity (non- condensing) Dimensions 4 1/2" H x 4" W x 1 1/4" D ( 3.3 x 5.5 x 1.25 cm) ORDERING INFORMATION Part Number Model Description 190 -90022 AOM -2R Addressable output relay control module Specifications are provided for information only, are not intended to be used for installation purposes, and are believed to be accurate. However, no responsibility is assumed by Fire Control In- struments, Inc. for their use. Specifications subject to change without notice. © 2001 All Rights Reserved 16 Southwest Park, Westwood, MA 02090 USA TEL: (781) 471 -3000 FAX: (781) 471 -3099 An ISO 9001 Certified Company 9020- 0520/Ver. 1.2 Fcl FIRE CONTROL INSTRUMENTS IN W W.FIRECONTROLIN STRUMENTS.COM FM SERIES RIXSON FIREMARK ELECTROMAGNETIC DOOR RELEASE DESCRIPTION The Rixson Firemark FM Series electromagnetic door re- leases hold fire and smoke barrier doors open until released by a remote smoke detector switch, fire alarm control or sprinkler system. In the event of power failure, doors are re- leased to close automatically, but may be opened or closed manually at any time. The door holders have a sprayed aluminum finish. All models feature a "multi- voltage" design, allowing them to operate on 12 VDC, 24 VAC/DC, or 120 VAC, thus sim- plifying both installation and inventory. POWER REQUIREMENTS Voltage Current 12 VDC .040 amp. 24 VAC/DC .020 amp. 120 VAC .020 amp. FEATURES APPROVALS Fail -Safe Operation UL Listed R4869 C.S.F.M. 3550- 0047:001 NYC BS &A 287 -77 -SA Approx. 35 lbs. (15.9 kg) Holding Power Positive Release Button to Initiate Closing Motion when the Electromagnet is De- Energized ORDERING INFORMATION Part Number Model Description Total projection from wall 140 -90000 FM -980 Floor mount N/A 140 -90001 FM -981 Floor mount, double doors N/A 140 -90002 FM -990 Low profile mount 1 7/8 in. (4.9 cm) 140 -90003 FM -996 Surface Mount 4.12 in. (10.05 cm) 140 -90004 FM -997 Recessed mount 2.6 in. (5.35 cm) 140 -90005 FM -998 Recessed, concealed wiring 2.6 in. (5.35 cm) Specifications are provided for information only, are not intended to be used for installation purposes, and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments, Inc. for their use. Specifications subject to change without notice. ©1997 All Rights Reserved 16 Southwest Park, Westwood, MA 02090 USA TEL: (781) 471 -3000 FAX: (781) 471 -3099 An ISO 9001 Certified Company 9020-0045/Ver. 1.4 Architects and Engineers Specifications The power supplies shall be Wheelock POWERPATHT " Series PS- 12/24 -8CP or PS- 12/24 -8MP, or equivalent. The units shall be stand alone power supplies intended for powering fire alarm notification appliances via their own Notification Appliance Circuit(s) (NAC). The units shall be UL 864 Listed for power limited operation of their outputs and comply with NFPA 70 (NEC), article 760. The power supplies shall support a full 8A of notification power even if the battery is in a degraded mode and only AC power is connected. The power supplies shall be activated by a standard Notification Appliance Circuit (NAC) from any Fire Alarm Control Panel (FACP) or a 'Dry contact' closure. The units shall be 8 ampere, 12 or 24 VDC, regulated and filtered, supervised remote power supply/ chargers. The power supplies shall provide a full 8 amperes of current and shall not be battery dependent. They shall operate over the voltage range of 8 to 33 VDC or FWR. The primary application of the units shall be to expand fire alarm system capabilities for additional NAC circuits to support ADA requirements and to provide auxiliary power to support system accessories or functions. The power supplies shall provide four Class "B ", two Class "A ", or two Class "B" and one Class "A" NAC circuit(s). The PS- 12/24 -8CP units shall also supply up to 200 mA of auxiliary power that is available during both nonalarm and alarm. The PS- 12/24 -8MP units shall also supply auxiliary power of not less than 3.5A at 24 VDC during nonalarm. The power supplies shall be capable of charging batteries of up to 12 ampere hours per NFPA 72 (1999). Input activation options shall be from not less than two NAC circuits or Dry Contact closures. These inputs shall have the capability of being directed to any combination of the four NAC circuit outputs. Each NAC circuit output shall be rated at 3 amperes for Class `B" applications or 3 amperes each for Class "A ". The outputs shall be programmable to generate a steady or Temporal (Code 3) output and or a synchronized strobe or horn output. The power supplies shall provide independent loop supervision for either Class "A" or Class "8" FACP NAC circuits and shall have the capability to "steer" all alarm or trouble conditions to either incoming NAC circuit. The units shall have common output terminals. The power supplies shall be powered from a 120 VAC or 240 VAC source with a current consumption of 5 amperes max. The unit shall incorporate short circuit protection with auto reset. The power supply shall incorporate a built in battery charger for lead acid or gel type batteries with automatic switchover to battery back up in the event of AC power failure. The charger shall incorporate fused protection for the batteries and have the ability to report low battery and /or no battery condition(s). Standby current for battery back up shall be 100 mA max. The cabinet dimensions shall be 16" H x 12.25" W x 5" D. A WARNING: PLEASE READ THESE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION. WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Specifications and Ordering Information Model Number Order Code PS- 12/24 -8 C P PS-12/24-8MP Output NAC Circuits Four (4) Class "B" Input Voltage /Current 3047 120/220 VAC @ 50/60 Hz; 5.0 amps max. 3046 120/220 VAC @ 50/60 Hz; 5.0 amps max. Output Voltage /Current 12/24 VDC @ 3 amps per Circuit Two (2) Class "A" or One (1) Class "A" and Two (2) Class "B" Standby Current Alarm Current Total NAC Current Standby Batteries 24 VDC /12 AH (uses two (2) 12 VDC batteries in series 12 VDC /12 AH Standby Time 24 Hours 60 Hours 24 Hours 60 Hours 12/24 VDC @ 3 amps per Circuit 12/24 VDC @ 3 amps per Circuit (Class "A ") 12/24 VDC @ 3 amps per Circuit (Class "8") 0.060 Amps 0.100 Amps 8 Amps Max. Alarm Output Aux Output Total Amps /Minutes PS- 12/24 -8MP 8 Amps /15 Minutes 8 Amps /15 Minutes 8 Amps /15 Minutes 8 Amps /15 Minutes 3 5A during nonalarm Approvals UL MEA CSFM FM X x X X X X X= Approved *= Pending Aux Output P S- 12/24 -8C P 200 mA 60 mA ---- - - - - -- 200 mA 60 mA NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Wheelock Inc. standard terms and conditions. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY Made in USA National Sales Office 800 -631 -2148 Canada 800 -397 -5777 E -Mail: info @wheelockinc.com Distributed By: 273 Branchport Avenue • Long Branch, NJ 07740 • TEL: 732 - 222 -6880 • FAX: 732 - 222 -2588 S9000 11/04 • • • • Description POWERPATHT " Series PS- 12/24 -8CP and PS- 12/24 -8MP are power limited 8 amp power supply /chargers used to expand the supervised power capability of a fire alarm control panel (FACP) for notification appliance circuits (NAC). The PS- 12/24 -8CP provides up to 200 milliamps of continuous auxiliary output that can be used for control functions during alarm (or up to 60 milliamps for 60 hour battery requirements). The PS- 12/24 -8MP provides up to 3.5 amps of auxiliary output that is available only during nonalarm condition for such applications as door holder systems. Both models provide regulated and filtered 12 or 24 VDC output to four (4) Class "8" or two (2) Class "A" circuits. Each Class "B" circuit has a rating of three (3) amps with a total output of up to eight (8) amps. Each Class "A" circuit is rated at three (3) amps. Two (2) Class "A" or Class "B" inputs from an FACP and two (2) dry contact inputs are provided to trigger the outputs. The units accept either 12 or 24 VDC inputs and provide 12 or 24 VDC outputs. Both units support a full 8 amps of notification power even if the battery is in a degraded mode and only AC power is connected. POWERPATHTM Series PS- 12/24 -8CP and PS- 12/24 -8MP are compatible with all Wheelock 12 or 24 VDC Life Safety Notification Appliances and with their Patented BUILT -IN SYNCHRONIZED MODE feature, they can control and operate all of Wheelock's Synchronized Notification Appliances, including silencing audibtes while maintaining strobe activation. Features Approvals • Approvals Include: UL Standard 864, California State Fire Marshal (CSFM), (New York City (MEA), Factory Mutual (FM), Chicago (BFP) See Approvals by model in Specification and Ordering Information • Compliant with NFPA 72 Inputs • Compatible with 12 or 24 VDC FACP 115 VAC @ 50/60 Hz or 240 VAC @ 50/60 Hz • Two 12 or 24VDC NAC Initiating Circuits from host panel • Two "Dry" contact input circuits • Accepts 2 Class 'A" or 2 Class "8" NAC circuit inputs • Additional activation options are: NC contacts or open collector of a transistor Outputs • 8 amperes rated supply current @ 12 or 24 VDC • Filtered and regulated power supply outputs • Class 2 rated power limited outputs • Dip switch selectable options • Field selectable 12 or 24 VDC outputs • 4 Class "B" or 2 Class "A" or 1 Class "A" and 2 Class "B" Notification Appliance Circuits) Each Class "B" output has a maximum rating of three (3) amperes Each Class "A" output has a maximum rating of three (3) amperes • Code 3 (Temporal) option • Steady output option Copyright 2004 Wheelock, Inc. Aii rights reserved. 111 IFfr • I 1 Helping People Take Action'M POWERPATHTM NAC POWER SUPPLIES Series PS- 12/24 -8CP Series PS- 12/24 -8MP (Batteries Not Included) Outputs Cont. Built -In Wheelock Synchronization Protocol • Input and output synchronization (including pass through) Supervision • FACP NAC supervision steered to either input #1 or #2 • Common input and output trouble circuit • Input and output LED indicators • AC fail supervision (Form "C" contacts rated @ 1 amp @ 24 VDC or 115 VAC) Battery presence and low battery supervision (Form "C" contacts rated @ 1 amp @ 24 VDC or 115 VAC) • Ground fault detection • 4 latching LED's for NAC trouble annunciation Power • Not Battery Dependent - Full 8A even if battery is degraded • Automatic switch over to standby batteries when AC fails • Supports sealed lead acid or gel type batteries • Fused battery protection • Thermal and short circuit protection with auto reset • Supports both 7AH or 12AH batteries in the same cabinet (Cabinet Size: 16" H x 12.25" W x 5" D) Auxiliary Power • Up to 200 mA continuous with PS- 12/24 -8CP • Up to 3.5 amps nonalarm with PS- 12/24 -8MP Normal Mode (Class B) F A C P TO NEXT APPL10 OR EOLF---- 1N1 0 - 0^ O- ;NCE RET1 + OUT 1 -4 IN>OUT SYNC WHEELOCK SVOt]T1 TEMPORAL INPUT SELECT 0082 POW ERPA+ SW9 OUTS OUT4 Normal Mode (Class A) F A C P TO NEXT APPLIA OR EOLR OR RETU TO FACP (CLASS "A") + IN1 9CE RET1 0 0. OUT1 -4 IN >OUT SYNC WHEELOCK SYNC TEMPORAL INPUT SELECT OUT1 OUT POWERPA SW9 OUT1 OUT4 TO NEXT APPLIANCE OR EOLR (2.2K OHMS) TO NEXT APPLIANCE OR EOLR (2.2K OHMS) TO NEXT APPLIANCE OR EOLR (2.2K OHMS) TO NEXT APPLIANCE OR EOLR (2.2K OHMS) H POWERPATHTM Operating Modes (refer to Installation Manual): a a Normal Mode: Provides constant 12 VDC or 24 VDC output upon initiation by a voltage to input IN1 or IN2 or by a contact opening on DRY1 or DRY2. The unit returns to standby mode when the input is deactivated. Wheelock Sync Mode: Provides signals for synchronization of patented Wheelock audible and strobe notification appliances. Audibles can also be silenced in this mode while the strobes continue to flash. In >Out Sync Mode: Accepts a coded signal or synchronization signal on the input to provide a coded output or synchronized output. This signal may come from a FACP, another POWERPATH or a Wheelock SM or DSM synchronization module. Caution: Do not use strobes on coded output circuits. Temporal Mode: Codes the output voltage in a code -3 temporal pattern to drive audible appliances such as horns, bells or chimes. Caution: Do not use strobes on coded output circuits. • • • • Notification Appliance Circuit Layout and Design Project No. By Date Subjec Architects and Engineers Specifications The visual notification appliances shall be Wheelock Series RSS Strobe Appliances or approved equals. The Series RSS shall meet and be listed for UL Standard 1971 (Emergency Devices for the Hearing - Impaired) for Indoor Fire Protection Service. The strobe shall be listed for indoor use and shall meet the requirements of FCC Part 15 Class B. The strobe appliances shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan® lens. All inputs shalt be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). When Strobe Plates are to be installed, they shall be the Wheelock Series RSSP Strobe Plate and shall have the same electronic circuitry as the Wheelock Series RSS. The Series RSS Strobe shall be of low current design. Where Multi - Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 at 15/30/751110cd or 135/185cd for wall mount and 15/30/75/95cd or 115/177cd for ceiling mount. The selector switch for selecting the candela shall be tamper resistant. The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on axis is required (e.g. ADA compliance). When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or Wheelock's PS- 12/24 -8CP and PS- 12/24 -8MP Power Supplies with built -in Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate, (i.e., contacts remain closed), the strobe shall revert to a non - synchronized flash rate. The strobes shall be designed for indoor surface of flush mounting. The Series RSS Strobe Appliances shall incorporate a Patented. Integral Strobe Mounting Plate that shall allow mounting to single -gang, double -gang, 4 -inch square, 100mm European type backboxes, or the SHBB Surface Backbox. If required, an NATP (Notification Appliance Trimplate) shalt be provided. An attaching cover plate shall be provided to give the Appliance and attractive appearance. The Appliance shall not have any mounting holes or screw heads visible when the installation is completed. The Series RSSP Multi- Candela or single candela Strobe Plate shall mount to either a standard 4 inch square backbox for flush mounting, or the Wheelock SBL2 backbox for surface mounting. All notification appliances shall be backward compatible. NOTE: Due to continuous development of our products. specifications and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms and conditions. Specifications and Ordering Information Model Order Wall Code Mount RSS - 24MCW -FR 5400 X RSS - 24MCW -FW 9401 X RSS-241575W-FR 7471 X RSS- 241575W FW 7788 X RSS- 121575W -FR ' 7476 X RSS- 121575W -FW 7468 X RSS- 24MCC -FW 3158 RSS- 24MCCR -FW 3160 RSS- 24MCCH -FW 3461 RSS- 24MCCHR -FW 3463 RSS - 24MCWH -FR Ceiling Non- Mount Sync Sync w/ SM,DSM Strobe or PS- 12 /24- SCPIMP Candela 15/30175/110 15/30775/110 X 15 (75 on Axis) X X 15 (75 on A is) 15 (75 on Axis) 15 (75 on Axis) X 24 12 VDC VDC Model # Modet Color Color Mounting Options* ** RED WHITE 3465 X RSSWP- 2475W -FR ** 9013 X RSSWP - 2475W -FW** RSSP- 121575W -FR RSSP - 24MCW -FR X X X X RSSP- 241575W -FR 1 7793 X 9482 X X 135/185 # Models are available in either Red or White. Call Customer Service for Order Code & Delivery. * *For Weatherproof Series RSS Strobe specifications see data sheet S9004. ** *Refer to data sheet S7000 for mounting options. RSSP - 24MCWH -FR 15/30/75;95 15/30/75;95 x 115;177 X 115/177 X 135/185 X 180 @ 77`7 75 @ 77`F.. 75@ -31 °F 15 (75 on Axis) ,.- ..15/30/75/110 15 (75 on Axis) X Square or Round UL Agency Approvals B,D,E F,GH,JN,O,R X - Square ' X B,D,E.F,GH,J,N,O R,X...,.. Square X B,D E.F G,HJ,N,O R X Square X B,U,E F,GHJ,N,O,R X Square X B,D,E F,GHJ,N,O.R,X Square X B D,E f,GHJ,N,O.R,X Square B,D,EF,G.H.J,N,O,R,X Square X X X X MEA CSFM FM BFP X__ X X_ X X X X X X X X X B,D,E.F,GH,J,N,O.R.X X B,D,E.F,GH,J,N,O,R.X X B,D,E,F,GH,J,N,O,R,X X B,D,E,F,GH,J,N,O,R,X X - B,D,E,F,G.H,J,N,O.RX Round Square X X X * * Round X X X Square X X X Square X X X X X B,D,E F,GHJ,N,O,R,X Square X X X X X X WE SUPPORT AND ENCOURAGE NICET CERTIFICATION 3 YEAR WARRANTY Made in USA NATIONAL SALES OFFICE 1 -800- 631 -2148 Canada 800 397 -5777 E -mail: Info @wheelockinc.com http: / /www.wheelockinc.com *PENDING Distributed By: WHEELOCK, INC. • 273 BRANCHPORT AVE • LONG BRANCH, N.J. 07740 • 732- 222 -6880 • FAX: 732 - 222 -2588 S0410 12/04 • • • ID • r .► Helping People Take ActionSM DESCRIPTION Wheelock's patented Series RSS Strobe Appliances and Series RSSP Strobe Plates have lower current draw while maintaining outstanding performance, reliability and cost effectiveness. These versatile appliances will satisfy virtually all requirements for indoor, wall or ceiling mount applications. Strobe options for wall mount models include 1575 or Wheelock's Patented MCW multi - candela strobe with field selectable candela settings of 15/30/75/110cd or the high intensity MCWH strobe with field selectable 135/185cd. Ceiling mount models include the patented MCC multi - candela ceiling strobe with field selectable intensities of 15/30/75/95cd or the high intensity MCCH strobe with field selectable 115/177cd. All models may be synchronized using the Wheelock SM, DSM Sync Modules or the PS- 12/24 -8CP and PS- 12/24 -8MP Power Supplies with Wheelock's Patented Sync Protocol. Synchronized strobes can eliminate possible restrictions on the number of strobes in the field of view. Wheelock's synchronized strobes offer an easy way to comply with ADA recommendations concerning photosensitive epilepsy as well as meeting the requirements of NFPA 72. Wheelock's Series RSS Strobes employ a Patented Integral Strobe Mounting Plate that can be mounted to a single gang, double gang, 4" square, 100mm European backboxes or the SHBB surface backbox. If the flush backbox has side or top space between it and the finished wall, the NATP (Notification Appliance Trimplate) may be used. It provides an additional .65" of trim for the Appliance. An attractive cover plate is provided for a clean, finished appearance on all models. The Series RSSP Multi - Candela Strobe Plates are a cost effective way to retrofit required wall strobe appliances to bells, horns, chimes, multitones or speakers and easily mounts to standard 4" backboxes or for surface mount use with Wheelock's SBL2 surface backbox. For Weatherproof Series RSS See Datatsheet S9004 Copyright 2004 Wheelock, Inc. All rights reserved. SERIES RSS & RSSP SINGLE & MULTI - CANDELA STROBES & STROBE PLATES Series RSS Series RSSP RSS Round Multi- Candela Indicator (bottom of Strobe Lens) Features • Approvals include: UL Standard 1971, New York City (MEA), California State Fire Marshal (CSFM), Factory Mutual (FM), and Chicago (BFP) See approvals by model in Specifications and Ordering Information • ADA /NFPA/UFC /ANSI compliant. Meets OSHA 29 Part 1910.165 • Wall mount Multi- Candela models are available with Field Selectable Candela Settings of 15/30/ 75/110cd or 1351185cd. Single Candela models are available in 1575cd • Ceiling mount Multi - Candela models are available with field selectable candela settings of 15/30/75/95cd or 115/177cd. (Round or Square) • Strobes produce 1 flash per second over the regulated voltage range • 12 and 24 VDC models with wide UL "Regulated Voltage" using filtered (DC) or unfiltered VRMS input voltage • Synchronize using Wheelock's sync modules or power supplies with built -in sync protocol • Fast installation with IN /OUT screw terminals using #12 to #18 AWG wire NOTE: All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters. A. WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS. CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND /OR OTHERS. General Notes • Strobes are designed to flash at 1 flash per second minimum over the Regulated Voltage Range. Note that NFPA -72 specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. • All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971. • Series RSS & RSSP Strobe products are listed under UL Standard 1971 for indoor use with a temperature range of 32° F to 120° F (0° C to 49° C) and maximum humidity of 93% (± 2 %). • "Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change, UL used the terminology "Listed Voltage Range ". Table 1: Average RMS Current* RSS / RSSP ...._ _.......___..____._._ 24VDC 241575W Models 1575cd RSS /RSSP - Wall Mount RSS - Ceiling Mount 24 vdc 0.060 UL max* 0.090 15cd 0.041 0.060 24MCW 30cd 75cd • 0.063 0.109 0.092 0.165 24MCWH 110cd 135cd 185cd 0.140 0.195 '', 0.270 0.045 0.220 0.300 • 0.420 0.065 24MCC 24MCCH 30cd 75cd 95cd 115cd 177cd 0.070 0.119 0.159 0.195 0.270 0.1051 0.189 0.249 0.300 ' 0.420 RSS /RSSP RSS /RSSP 24VDC Wall Mount Models 121575W 12 vdc 0.152 UL max* 0.255 * RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16 -33v for 24v units). For strobes the UL max current is usually at the minimum listed voltage (16v for 24v units). For audibles the max current is usually at the maximum listed voltage (33v for 24v units). For unfiltered FWR ratings, see installation instructions. Table 2: Audibles /Speakers for RSSP Strobe Plate Product Series Multitone Appliances Horns Motor Bells Speakers Chimes AMT, MT AH. NH, HS MB- G6 /G10 ET- 1010/1080, E70, ET70 C H70 A WARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" AND "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: • TOTAL CURRENT REQUIRED BYALLAPPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW. RECALCULATE CURRENT DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCE OR FUSES. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR "REGULATED VOLTAGE RANGE ". INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE STROBES ON CODED OR INTERRUPTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBES MAY NOT FLASH. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION, AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND /OR OTHERS. CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. • * • • Wiring Diagrams # SERIES RSS /RSSP APPLIANCE FROM + PRECEDING APPLIANCE, SYNC MODULE, POWER SUPPLY OR FACP + TO NEXT APPLIANCE OR EOLR SERIES RSS /RSSP APPLIANCES SYNCHRONIZED WITH DSM MODULE SINGLE CLASS "A" NAC CIRCUIT STROBE NAC CIRCUIT OUT DSM SYNC • OUT TROBE NAC CIRCUIT RETURN STROBE/PLATE ASSEMBLY AUDIBLE & VISIBLEAPPLIANCE OPERATE IN UNISON FROM PRECEDING - APPLIANCE, SYNC MODULE, POWER SUPPLY OR FACP STROBE AUDIBLE TO NEXT + APPLIANCE - OR EOLR STROBE/PLATE ASSEMBLY AUDIBLE &VISIBLEAPPLIANCE OPERATE INDEPENDENTLY FROM + PRECEDING APPLIANCE OR _ FACP 11 FROM T - —1f-- — ill PRECEDING STROBE, SYNC -- �--I — 1 1 1 r MODULE. POWER SUPPLY OR FACP 0 + TO NEXT APPLIANCE OR EOLR — — T TO NEXT STROBE OR EOLR STROBE APPLIANCE SERIES RSS /RSSP APPLIANCE SYNCHRONIZED WITH SM MODULE SINGLE CLASS "B" NAC CIRCUIT SM j " STROBE Strobe NAC Circuit STROBE 0 +Audible EOLR Audible SERIES RSS /RSSP APPLIANCES SYNCHRONIZED WITH MULTIPLE DSM MODULES F A C P Strobe NAC Cir Strobe NAC C DSM #1 rows cro DSM #2 DM" DSM #3 L' IIxMN 1 i S Sync m sync DSM Interconnecting wiring shown. Maximum of twenty (20) SERIES RSS /RSSP APPLIANCES SYNCHRONIZED WITH PS- 12/24 -8CP or PS- 12/24 -8MP F A c P Series PS- 12/24 -8MP OUTPUTS 1 -4 4 -CLASS e.. OR 2 -CLASS Series PS -12/24 -8MP AS J AS Iffe EOLR 4 For detail using SM or DSM Sync Module refer to Data Sheet S3000 or Installation Instructions P83123 for SM and P83177 for DSM. For wiring information on the power supplies refer to Installation Instructions P84515 for PS- 12/24 -8CP and P84333 for PS- 12/24 -8MP. Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ). Architects and Engineers Specifications The notification appliances shall be Wheelock Series AS Audible Strobe appliances and Series AH Audible appliances or approved equals. The Series AS Audible be listed for UL Standard 1971 (Emergency Devices for the Hearing- Impaired) for Indoor Fire Protection Service. The Series AH Audible shall be UL Listed under Standard 464 (Fire Protective Signaling). Both shall meet the requirements of FCC Part 15 Class B. All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). The audible portion of the appliance shall have a minimum of three (3) field selectable settings for dBA levels and shall have a choice of continuous or temporal (Code 3) audible outputs. The strobe portion of the appliance shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan® lens. The Series AS shall be of low current design. Where Multi- Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 at 15/30/75/110 or 135/185 candela for wall mount and 15/30/75/95 or 115/177 candela for ceiling mount. The selector switch for selecting the candela shall be tamper resistant. The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on -axis is required (e.g. ADA compliance). When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or Wheelock's PS- 12/24 -8CP or PS- 12/24 -8MP Power Supplies with built -in Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate, (i.e., contacts remain closed), the strobe shall revert to a non - synchronized flash -rate. The appliance shall also be designed so that the audible signal may be silenced while maintaining strobe activation when used with Wheelock synchronization. The Series AS Audible Strobe and Series AH Audible shall incorporate a Patented Universal Mounting Plate that shall allow mounting to a single -gang, double -gang, 4 -inch square, 100mm European type backboxes, or the SHBB Surface Backbox, If required, an NATP (Notification Appliance Trimplate) shall be provided. All notification appliances shall be backward compatible. Specifications and Ordering Information Model Order 1 Code 'Strobe Candela Non -Sync AS -24MC W -F R 9024 15/30775/110 X Sync wISM, DSM PS -12/24 -8CP or PS- 12/24 -8MP 24 VDC 12 Wall VDC Mount Ceiling '' Mount �, , Mounting Options * ** Mount X AS -24MC W -FW AS- 24MCWH -FR 9025 15/30/75/110 , X 3468 �, 135/185 X X X X X - � A,B,D,E.F,GH,J,N,O,R,X X X X X A.B,D.EFG H,J NO,R,X A,SD- ,E,F,GH,J,N,O,R,X AS -24MC W H -F W 3469 '� 135/185 X X X X A,B,D,E,F,GH,J,N,O,R.X Agency Approvals UL MEA X X x x X X X X CSFM'; FM BFP X X X X X X X X X AS-241575W-FR AS- 121575W -FR AS- 24MCC -FR 7405 7410 15 175 on Axis) X 15 (5 on Axis) X X X X x X X 3161 15/30/75/95 X X X A,B.D E F.G,H,J,N,Q R,X A,B,D E F,GH,J,N,O,R,X X A,B D,E,F.OH,J,N,O,R,X X X X X X X AS- 24MCC -FW 3162 15/30/75/95 X AS -24 MCC H -F W X X 3467 115/177 X ASWP 2475W -F R'* AH -24 -R AH -24 -W AH -12 -R 9012 75 a -311F 7892 X X X A,B,D,E,F,GH,J,N.0,R,X X X X X X X x x X '� A,BDE,F,GHJ,N,O;R,X X X X X t (see Data Sheet S9004) X A.B D E,F,GH,J,N,OR,X X X X X X X x AH -12 -W AH -24WP R'* A H -12 W P -R" 7894 - x 7416 - X 7415 �, - X x x X X X ' X X A,B,D,E.F,GH,J,N,O,R,X X j A,B,D,E.F,GH,J,N,O,R,X X A,BD,E.F,GH,J X K X X X X X X X X X X x x x x X X X X X X X X X X X '', X X X x • X x x X x X K X x X X X X *PENDING Note: Models are available in either Red or White. Contact Customer Service for Order Code and Delivery. * *For Weatherproof Series AS /AH specifications see data sheet S9004. * **Refer to Data Sheet S7000 for Mounting Options. NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Wheelock Inc. standard terms and conditions. WE SUPPORT AND ENCOURAGE NICET CERTIFICATION 3 YEAR WARRANTY Made in USA NATIONAL SALES OFFICE 1 -800- 631 -2148 Canada 800 397 -5777 E -mail: Info @wheelockinc.com http: / /www.wheelockinc.com Distributed By: WHEELOCK, INC. • 273 BRANCHPORT AVE • LONG BRANCH, N.J. 07740 • 732- 222 -6880 • FAX: 732 -222 -2588 S8100 07/04 40 • 410 • 1 • .► Helping People Take Actions"" Description Wheelock's patented 2 -wire Series AS Audible Strobe Appliances and Series AH Audibles offer more features with low current draw. Strobe options for wall mount models include 1575cd or Wheelock's patented MCW multi- candela wall strobes with field selectable candela settings of 15/30/75/110cd, or the high intensity MCWH strobe with field selectable 135/185cd. Ceiling mount models incorporate Wheelock's patented MCC multi - candela ceiling strobe with field selectable intensities of 15/30/75/95cd or the high intensity MCCH strobe with field selectable 115/177cd. The audible provides a selectable choice of either a continuous horn or temporal pattern (Code 3) when constant voltage from a Fire Alarm Panel (FACP) is applied. Each tone has 3 dBA settings to choose from. When used with the Wheelock Series SM or DSM Sync Module or Wheelock PS- 12/24 -8CP and PS- 12/24 -8MP Power Supplies with Patented Sync Protocol, synchronization of the continuous horn tone provides the temporal (code 3) tone (mandated by NFPA 72) simultaneously for all audible appliances. This ensures a distinct temporal (code 3) pattern when 2 or more audibles are within hearing distance. If not synchronized the temporal sound could overlap and not be distinctive. At the same time the strobes will be synchronized. This provides the ability to comply with ADA guidelines concerning photosensitive epilepsy and the NFPA standards when installing 2 or more visual appliances within the field of view all of this plus the ability to silence the audible is achieved by using only 2 wire. For Weatherproof Series AS, See Datasheet S9004 Copyright 2004 Wheelock Inc. All rights reserved. SERIES AS SINGLE & MULTI - CANDELA AUDIBLE STROBE APPLIANCES SERIES AH AUDIBLES SERIES AS SERIES AH Multi - Candela Indicator (bottom of Tens) Features • Approvals include: UL Standard 1971, UL Standard 464 New York City (MEA), California State Fire Marshal (CSFM), Factory Mutual (FM), and Chicago (BFP). See approvals by model in Specifications and Ordering Information. • ADA /NFPA/UFC /ANSI Compliant • Wall mount models are available with Field Selectable Candela Settings of 15/30/75/110cd or 135/185cd (Multi - Candela models) or 1575cd (single candela model) • Ceiling mount models are available with field selectable candela settings of 15/30/75/95cd or 115/177cd (multi - candela ceiling models) • Selectable Continuous Horn or Temporal (Code 3). • 3 Selectable dBA settings (99, 95 and 90 dBA) in both tones • Patented 2 -Wire Audible Strobe Appliance. • Patented Universal Mounting Plate • Weatherproof models are available for outdoor use • Strobes produce 1 flash per second over the regulated voltage range • 12 and 24 VDC models with wide UL "Regulated Voltage Range" using filtered DC or unfiltered FWR input voltage • The strobes can be synchronized using Wheelock's sync modules or power supplies with built in sync protocol • Fast installation with IN /OUT screw terminals using #12 to #18 AWG wires NOTE: All CAUTIONS and WARNINGS are identified by the symbol A . All warnings are printed in bold capital letters. A WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND /OR OTHERS. General Notes • Strobes are designed to flash at 1 flash per second minimum over the Regulated Voltage Range. Note that NFPA -72 (1999) specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. • All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971. • Series AS Strobe products are listed under UL Standard 1971 for indoor use with a temperature range of 32° F to 120° F (0° C to 49° C) and maximum humidity of 93% (± 2 %). • Series AH -24 horns are listed under UL Standard 464 for audible signal appliances (Indoor use only). • Series AH -24WP audible appliances are listed under UL Standard 464 for indoor /outdoor use with a temperature range of -31`F to 150'F ( -35 °C to 66 °C) and maximum humidity of 95 %. • "Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change, UL used the terminology "Listed Voltage Range". Table 1: Ratings Per UL 1971 Model Input Voltage VDC Regulated Voltage Range VDC /FWR Strobe Candela (cd) AS-24MCW AS- 24MCCH AS- 241575W 24 16.0 - 33.0 15/30/75/110 24 16.0 - 33.0 115/177 24 16.0 - 33.0 15 (75 on Axis) AS- 121575W 12 8.0 - 17.5 15 (75 on Axis) AS -24MCC 24 16.0 - 33.0 15/30/75/95 AS-24MCWH 24 16.0 - 33.0 135/185 ASWP -2475W 24 16.0 - 33.0 75 @ -31'F Table 2: dBA Ratings for 12 VDC and 24 VDC Series AS /AH 12 and 24 VDC Audible 'Description Volume Reverberant dBA Per UL 464 @ 10 ft. Anechoic dBA@ 10 ft. High 91 Continuous Horn Medium 88 99 95 Low 83 Code 3 Horn High 87 Medium Low 84 79 90 99 95 90 Table 3: Average RMS Current 24 VDC Models Audible Wall Mount Audible Strobe Models Ceiling Mount Strobe Models AH -24 AS- 241575W AS -24MCW AS- 24MCWH AS -24MCC AS- 24MCCH 1575cd 15cd 30cd 75cd Hoed 135cd 185cd 15cd 30cd 75cd 95cd 115cd 177cd High (99) dBA 24 vdc 0.062 0.100 0.080 0.102 0.150 0.194 0.250 0.320 0.088 0.114 0.165 0.205 0.250 0.320 UL max* 0.080 0.121 0.088 0.125 0.200 0.267 0.355 0.480 0.095 0.138 0.221 0.285 0.355 0.480 Med (95) dBA 24 vdc 0.033 0.080 0.060 0.084 0.132 0.173 0.230 0.305 0.066 0.092 0.145 0.186 0.230 0.305 UL max* 0.043 0.107 0.074 0.110 0.190 0.253 0.340 0.465 0.080 0.122 0.201 0.269 0.340 0.465 Low (90) dBA 24 vdc 0.017 0.072 0.052 0.076 0.121 0.158 0.220 0.295 0.056 0.082 0.132 0.173 0.220 0.295 UL max* 0.021 0.100 0.068 0.105 0.182 0.245 0.335 0.460 0.074 0.113 0.198 0.263 0.335 0.460 12 VDC Models Audible Wall Mount Audible Strobe AH -12 12 vdc High (99) dBA UL max* 0.192 0.163 AS- 121575W 0.260 0.320 Med (95) dBA 12 vdc 0.076 UL max* 0.108 0.195 0.275 Low (90) dBA 12 vdc 0.039 0.175 UL max* 0.058 0.265 * RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16- 33v for 24v units). For strobes the UL max current is usually at the minimum listed voltage (16v for 24v units). For audibles the max current is usually at the maximum listed voltage (33v for 24v units). For unfiltered FWR ratings. see installation instructions. • a 0 A WARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" (P83947) SERIES AS- 24MCW, P84023 AND P84024) SERIES AS SINGLE CANDELA, (P83519) Seies AH, (P83641) Series AH -WP AND "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: • TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. • FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. • ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW. RECALCULATE CURRENT DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCE OR FUSES. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR "REGULATED VOLTAGE RANGE". INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. THESE APPLIANCES ARE NOT DESIGNED TO BE USED ON CODED SYSTEMS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION, AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND /OR OTHERS. CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. Wiring Diagrams # SERIES AS APPLIANCES NON - SYNCHRONIZED FROM PRECEDING + APPLIANCE OR FACP TO NEXT +APPLIANCE OR EOLR SERIES AS APPLIANCES SYNCHRONIZED WITH DSM MODULE CLASS"A" NAC CIRCUIT WITH NO AUDIBLE SILENCE FEATURE SERIES AS APPLIANCES SYNCHRONIZED WITH SM MODULE SINGLE CLASS "B" NAC CIRCUIT WITH AUDIBLESILENCE FEATURE F A c P SM Strobe NAC Circuit �+ STROBE 0 STROBE '% I/ 0 +Audible EO LR Audible - Audible NAC Circuit SERIES AS APPLIANCES SYNCHRONIZED WITH MULTIPLE DSM MODULES F A c P Aud -ble NAC DSM #1 Strobe NAC Cir. Audible NAC Ci Strobe NAC Cir Audible NAC Ci Strobe NAC Cir. i ■ I 'N DSM #2 Mar DSM #3 1: Lmm1 Sync 0 + m Sync DSM Interconnecting wiring shown. Maximum of twenty (20) SERIES AS & RSS APPLIANCES SYNCHRONIZED WITH PS- 12/24 -8CP and PS- 12/24 -8MP F A C P OUTPUTS 1.4 4 -CLASS OR 2 -CLASS Series PS•12/24 -8GP or PS- 12/24 -8MP AS , 411$31 As AS J • EOLR For detail using SM or DSM Sync Module refer to Data Sheet S3000 or Installation Instructions P83123 for SM and P83177 for DSM. For wiring information on the power supplies refer to Installation Instructions P84515 for PS- 12/24 -8CP and P84333 for PS- 12/24 -8MP. Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ). ARCHITECTS AND ENGINEERS SPECIFICATIONS The Weatherproof Strobe appliances shall be Wheelock Series RSSWP -2475W strobes or approved equals. The Series RSSWP shall meet and be listed for UL Standard 1638 (Standard for Visual Signaling Appliances) for Indoor /Outdoor use. The strobe appliances shall produce a flash rate of 30 -62 flashes per minute over the Regulated Voltage Range of 16 to 33 VDC and shall incorporate a Xenon flashtube enclosed in a rugged Lexan® lens. The strobe shall be rated at 75cd and shall operate over an extended temperature range of -31 °F to 150 °F ( -35 °C to 66 °C). All inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel. When synchronization is required, the appliances shall be compatible with the Wheelock Series SM and DSM Sync Modules or the Wheelock PS- 12/24 -8MP Power Supply with built -in, patented sync protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync module fails to operate, (i.e., contacts remain closed), the strobe shall revert to a non- synchronized flash rate. The Series RSSWP shall be mounted only to the WPSBB -R Backbox. The Weatherproof Audible Strobe and Audible appliances shall be Wheelock Series ASWP -2475W Audible Strobes and Wheelock Series AHWP Audible Horns or approved equals. The Series ASWP and Series AHWP shall meet and be listed for UL Standard 1638 (Standard for Visual Signaling Appliances) for Indoor /Outdoor use. The strobe appliances shall produce a flash rate of 30 -62 flashes per minute over the Regulated Voltage Range of 16 to 33 VDC and shall incorporate a Xenon flashtube enclosed in a rugged Lexan® lens. The strobe shall be rated 180cd @ 77 °F (25 °C) and 75cd at -31 °F ( -35 °C) and shall operate over an extended temperature range at -31°F to 150 °F ( -35 °C to 66 °C) and be listed for maximum humidity at 95% RH. All inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). The Series ASWP shall be mounted only to the WPBB -R Backbox while the Series AHWP shall only be mounted to the WBB -R Backbox. The weatherproof audible strobe appliances shall be designed for two -wire operation and shall provide either a continuous or temporal (Code 3) tone when constant voltage from a Notification Appliance Circuit (NAC) of the Fire Alarm Control Panel (FACP) is applied. They shall be designed so that the audible signal may be silenced while maintaining strobe activation. When synchronization is required, the appliances shall be compatible with the Wheelock Series SM and DSM Sync Modules or the Wheelock PS- 12/24 -8MP Power Supply with built -in, patented sync protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync fails to operate, (i.e., contacts remain closed), the strobe shall revert to a non - synchronized flash rate. The Weatherproof Multitone Strobe and Multitone Audible appliances shall be a Wheelock Series MTWP and MT -12/24 or equivalent. The Series MTWP shall meet and be listed for UL Standard 1638 (Standard for Visual Signaling Appliances) for indoor /outdoor use. The strobe portion of the appliance shall produce a flash rate of 30 -62 flashes per minute over the listed voltage range of 20 -31 VDC and shall incorporate a Xenon flash tube enclosed in a rugged Lexan® lens. TThe strobe shall be rated 180cd @ 77 °F (25 °C) and 75cd at -31 °F ( -35 °C) and shall operate over an extended temperature range at -31 °F to 150 °F ( -35 °C to 66 °C) and be listed for maximum humidity at 95% RH. All inputs shall be polarized for compatibility with industry standard reverse polarity of circuit wiring by a Fire Alarm Control Panel. The audible portion of the Series MTWP as well as the Series MT -12/24 shall provide eight field selectable alarm signals. The signals shall consists of: Horn, Bell, March Time, Code 3 Horn, Code 3 Tone, Slow Whoop, Siren and Hi /Lo. Tone selection shall be by a durable dip switch assembly. Clips or Jumpers are not acceptable. The appliance shall provide two output sound levels: Standard and High dBA. The range of dBA shall be 75 to 94 dBA. The Series MTWP shall have an operating voltage of 24 VDC (nominal) while the Series MT -12/24 shall operate at either 12 or 24 VDC (nominal) using filtered power or unfiltered power (full wave rectified). Both models shall have provisions for In /Out field wiring using terminals that accept #12 to #18 AWG wiring. When synchronization is required, the Series MTWP shall be compatible with the Series SM and DSM Sync Modules or with the Series PS- 12/24 -8MP Power Supply with built -in, patented sync protocol. Note: The Strobe portion of the Series MTWP may be synchronized. The audible portion of the appliance cannot. The audible portion of the appliance can be connected to a coded fire alarm system. The Series MTWP and the Series MT -12/24 shall be mounted only to the 10B-R Backbox. Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Wheelock Inc. standard terms and conditions. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION MADE IN THE USA 3 YEAR WARRANTY NATIONAL SALES OFFICE 800- 631 -2148 Canada 800 - 397 -5777 E -Mail: Info @wheelockinc.com http: / /www.wheelockinc.com Distributed By: 273 BRANCHPORT AVENUE • LONG BRANCH, NJ 07740 • TEL: 732 - 222 -6880 • FAX: 732 - 222 -2588 S9004 08/04 • • • • • DESCRIPTION: Wheelock's Weatherproof Strobe, Audible Strobe, Audible Horn and Multitone Strobe appliances have an extended temperature range of -31 °F to 150 °F ( -35 °C to 66 °C) that will satisfy virtually all outdoor and severe environment applications. All strobes are Indoor /Outdoor UL Standard 1638 Listed and rated for 180 candela on axis @ 77 °F (25 °C) and 75 candela at -31 °F (35 °C) with low current draw. The Wheelock Weatherproof Appliances are designed for maximum performance, reliability, and cost effectiveness while meeting or exceeding the latest requirements of NFPA 72 (National Fire Alarm Code), UL Standard 1638 (Standard for Visual Signaling Appliances), and UL Standard 464 (Standard for Audible Signaling Appliances). Series RSSWP Strobes, Series ASWP Audible Strobes and Series AHWP Audibles may be synchronized when used in conjunction with the Wheelock SM and DSM Sync Modules or the PS- 12/24 -8CP and PS- 12/24 -8MP Power Supplies with Patented Sync Protocol. The Series MTWP is a true 4 -wire appliance. The strobe portion can be synchronized as stated above. The multitone portion cannot, but it can be connected to a coded fire alarm system. Weatherproof Strobe Series RSSWP Is UL Standard 1638 approved for Indoor /Outdoor use. i The appliances use a Xenon flashtube with solid state"' circuitry enclosed in a rugged Lexan® lens to provide maximum visibility and reliability for effective visual signaling. The Series RSSWP mounts to a Series WPSBB Weatherproof Backbox. Weatherproof Audible Strobe and Audible Series ASWP and AHWP Is UL Standard 1638 and UL Standard 464 approved for Indoor /Outdoor use and offer a field selectable choice of continuous horn or temporal pattern (Code 3) when constant voltage from the Fire Alarm Control Panel (FRCP) is applied. Additionally, the audible has three (3) selectable dBA settings of 99, 95, and 90 dBA in both tones and, when synchronized, may be silenced while maintaining strobe activation. The Series ASWP mounts to a WPBB Weatherproof Backbox while the Series AH mounts to a WBB Weatherproof Backbox. Weatherproof Multitone Strobe and Multitone Horn Series MTWP and MT -12/24 Is UL Standard 1638 and UL Standard 464 approved for Indoor /Outdoor use and offers a field selectable choice of 8 nationally and internationally recognized alerting signals. Additionally, the audible has 2 installer selectable sound output levels: Standard and high covering a range (depending on selected signal) of 76 -94 dBA reverberant. The Series MTWP is a true 4 wire appliance. The Strobe portion can be synchronized or non - synchronized. The multitone (audible) portion cannot be synchronized, but it can be connected to a coded fire alarm system. The Series MTWP and the MT -12/24 mount to a series 10B Backbox. Helping People Take Actions'" SERIES RSSWP, ASWP, AHWP, MTWP and MT -12/24 WEATHERPROOF STROBE WEATHERPROOF AUDIBLE STROBE AND WEATHERPROOF AUDIBLES SERIES MTWP Mounted to IOB -R SERIES RSSWP Mounted to WPSBB -R Copyright 2004 Wheelock, Inc. All rights reserved. Features • Approvals include: UL Standard 1971, California State Fire Marshal (CSFM) and New York City (MEA), Factory Mutual (FM) and Chicago (BFP) See approvals by model in Table 8 . • • Designed to meet or exceed NFPA, /UFC /ANSI 117.1/ OSHA Part 29, 1910.165, and ADA requirements • UL Standard 1638 and UL Standard 464 listed with extended temperature range of -31° to 150 °F ( -35 °C to 66 °C) • 24 VDC with new UL "Regulated" Voltage Range: of 16 -33 VDC using filtered DC or unfiltered FWR voltage Note: The Series MT -12/24 voltage range is 10.5 - 15.6 VDC (for 12V) and 20 -31 VDC (for 24V) • Sync /Non -Sync in each product. Note: The audible portion of the Series MTWP and MT -12/24 is non sync only • Synchronize with Series SM, DSM Sync Modules or PS- 12/24 -8CP and PS- 12/24 -8MP Power Supplies with built -in patented sync protocol • Selectable dBA settings • Selectable alert signals • IN and OUT wiring termination that accepts two #12 -18 AWG wires at each terminal • Inputs are polarized for compatibility with industry standard reverse polarity supervision SERIES AHWP Mounted to WBB -R SERIES ASWP Mounted to WPBB -R NOTE: All CAUTIONS and WARNINGS are identified by the symbol A All WARNINGS are printed in bold capital letters. AWARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS, OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION, AND /OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND /OR OTHERS. General Notes: • Wheelock UL Standard 1638 Strobes are designed to produce 30 -62 flashes per minute over the Regulated Voltage Range. If used in an indoor application, UL Standard 1638 strobes must be operated at a minimum of 20 VDC to meet the NFPA -72 flash rate of 1 to 2 flashes per second and ADA Guideline flash rate of 1 to 3 flashes per second. Wheelock Weatherproof Appliances are designed to operate over an extended temperature range of -31`F to 150`F ( -35`C to 66 °C) and all candela ratings represent minimum effective strobe intensity based on UL Standard 1638. Maximum humidity of 93% RH ±2 %. • "Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change, UL used the terminology "Listed Voltage Range ". AWARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" AND "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THE INSTALLATION INSTRUCTIONSAREAS FOLLOWS: P84135 FOR SERIES RSSWP, P83957 FOR SERIESASWP, P83641 FOR SERIESAH -WP, P84150 FOR SERIES MTWPAND P824671 FOR SERIES MT- 12/24 -R. THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS IMPORTANTTHATYOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: • Total current required by all appliances connected to system secondary power sources. • Fuse ratings on notification appliance circuits to handle peak currents from all appliances on those circuits. • Adding. replacing or changing appliances will effect current draw. Recalculate current draw to insure that the total average current and total peak required by all appliances does not exceed the rated capacity of the power source or fuses. • Composite flash rate from multiple strobes within a person's field of view. The voltage applied to these products must be within their "REGULATED VOLTAGE RANGE ". • Use strobe only on circuits with continuously applied operating voltage. Do not use strobes on coded or interrupted circuits in which the applied voltage is cycled on and off as the strobe may not flash. • Conductor size (AWG), length and ampacity should be taken into consideration prior to design and installation of these products, particu larly in retrofit installations. Table 1: Average Current* for Series RSSWP and Strobe in MTWP Strobe 75 cd ® -31 °F ( -35 °C) Regulated Voltage Range Avg. Current * 24.0 VDC UL Max* RSSWP- 2475W -FR 16.0 - 33.0 VDC 0.094 0.138 Table 2: Average Current* (AMPS) For Series ASWP" Voltage High dBA Setting (99) dBA Medium dBA Setting (95) dBA Low dBA Setting (90) dBA 24.0 VDC 0.128 0.105 0.098 UL Max* 0.168 0.155 0.150 "Audible and Visual combined. Table 3: Average Current* (AMPS) for Series AHWP Voltage AH -24WP Voltage AH -12WP AH -24WP Hi /Med /Low AH -12WP Hi /Med /Low 24.0 VDC 0.062/0.033/0.017 12.0 VDC 0.163/0.076/0.039 UL Max* 0.080/0.043/0.021 UL Max* 0.192/0.108/0.058 Table 4: dBA Ratings for Series ASWP & AHWP Description Volume Reverberant dBA Per UL464 @10 ft. 24 VDC Anechoic dBA @ion. 24 VDC Continuous Horn High 91 99 Med 88 95 Low , 82 90 Code 3 Horn High 85 99 Med Low 82 75 95 - 90 * RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16- 33v for 24v units). For strobes the UL max current is usually at the minimum listed voltage (16v for 24v units). For audibles the max current is usually at the maximum listed voltage (33v for 24v units). For unfiltered FWR ratings, see installation instructions. Table 5: Average Current* (AMPS) for 24 V Series MTWP Order Code Audible Strobe Tone 24.0 VDC r UL Max* 24.0 VDC UL Max* Standard High High 0.094 0.138 Horn +Standard 0.033 0.074 0.044 0.108 Bell 0.018 0.040 0.024 1- 0.033 j 0.067 0.038 0.053 March Time 0.104 Code 3 Horn ! 0.026 0.069 0.035 0.091 Code 3 Tone 0.026 0.061 0.035 0.075 Slow Whoop , 0.028 1 0.069 0.037 0.098 Siren 0.027 0.080 0.036 0.104 Hi /Lo 0.020 0.044 j 0.026 0.057 Table 6: dBA Ratings for Series MTWP and MT -12/24 ,Tone Standard High Setting MTWP 16.0 24.0 V VDC DC Horn Bell March Time Code 3 Horn Standard High Setting Standard High Setting Standard High Setting Standard 33.0 VDC MT -12/24 20.0 24.0 10.5 VDC VDC VDC 12.0 VDC 84 87 89 92 76 ! 80 83 86 80 84 --- ------ - - - - -- 86 89 79 83 90 94 83 88 87 91 86 High Setting 85 88 90 82 85 88 91 75 ! 79 82 85 79 82 85 88 75 79 85 85 82 88 75 82 85 91 79 85 79 85 75 85 82 88 79 85 Code 3 Tone Standard 76 80 High Setting 81 I 85 Slow Whoop Standard 81 85 High Setting 87 90 Siren Standard 81 84 High Setting 86 89 Hi /Lo Standard 77 81 84 82 86 87 92 87 92 High Setting 75 75 79 82 82 82 88 88 82 82 75 79 82 88 82 85 79 75 82 82 88 82 88 79 83 86 89 82 I 85 82 85 • • • • • Wiring Diagrams SERIES MTWPAUDIBLEAPPLIANCEAND STROBE OPERATE INDEPENDENTLY FROM PRECEDING AUDIBLE OR - FACP FROM PRECEDING STROBE OR FACP STROBE AUDIBLE TO NEXT + AUDIBLE OR EOLR + TO NEXT _ STROBE OR EOLR SERIES MTWPAUDIBLEAPPLIANCEAND STROBE OPERATE IN UNISON. REDAND BLACK SHUNT-WIRES ARE SUPPLIED. FROM PRECEDING + APPLIANCE - OR FACP STROBE AUDIBLE TO NEXT APPLIANCE OR EOLR SERIES RSSWP, ASWP, AHWP, MTWP AND MT -12/24 APPLIANCES FROM PRECEDING APPLIANCE OR FACP TO NEXT APPLIANCE OR EOLR SERIES MTWP APPLIANCES SYNCHRONIZED STROBE OPERATION WITH CODED FACP NAC #1 0 FACP NAC #2 0 0 0 Sync Module 0 or PS- 12/24 -8 Power Supply MTWP 0 rA Strobe Circuit Audible Circuit 0 Note: Strobe circuit requires constant voltage. SERIES RSSWP /ASWP APPLIANCES SYNCHRONIZED WI DSM MODULE SINGLE CLASS "A" NAC CIRCUIT STROBE NAC CIRCUIT OUT DSM TROBE NAC CIRCUIT RETURN SERIES RSSWP /ASWP APPLIANCES SYNCHRONIZED WITH MULTIPLE DSM MODULES CLASS "B" NAC CIRCUITS F A C P DSM # Strobe NAC Cir. Sync 0 + 0 - DSM # Strobe NAC Cir. Sync 0 + 0 - DSM #< Sync 0 + 0 Strobe NAC Cir. - DSM Interconnect ng wiring shown. Maximum of twenty (20) Model Number Order Code Strobe cd @ 77 °F (25 °C) Strobe cd @ -31 °F ( -35 °C) dBA Input Voltage Outdoor Mounting Options# Back Box & Order Code Agency Approvals Strobe UL MEA CSFM FM BFP RSSWP - 2475W -FR 9013 180cd 75cd - 24 VDC T WPSBB -R (9751) X X X X * RSSWP - 2475W -FW 3034 180cd 75cd - 24 VDC T WPSBB -W (3033) X X X X * Audible Strobe ASWP - 2475W -FR 9012 180cd 75cd 90/95/99 24 VDC 1 WPBB -R (9014) X X X X X Multitone Strobe MTWP- 2475W -FR 8420 180cd 75cd 76 -94 24 VDC M IOB -R (5046) X X X X * Horns /Audibles AH- 24WP -R 7416 N/A N/A 90/95/99 24 VDC K WBB -R (2959) X X X - X AH- 12WP -R 7415 N/A N/A 90/95/99 12 VDC K WBB -R (2959) X X X - X MT- 12/24 -R 5023 N/A N/A 76 -94 12/24 VDC M IOB -R (5046) X X X X X Speaker Strobe ET7OWP- 2475W -FR 9077 180cd 75cd 77 -93 24 VDC M IOB -R (5046) X X X * For more information on the ET7OWP Appliance, see Specification Sheet S9006. A0J ke MIAMI -DADE FIRE RESCUE DEPARTMENT DATE — t_. FIRE INSPECTION REPORT CONTINUATION OCCUPANT \� } \ `vJ ..S ADDRESS Vi3r, k A. D' 321 O -S33L- c5o Z ✓ 2 . ! ' t h\6. - 0 zk t` , P t-. of L C_ VA NLO ■ �,., —T— c --t" s . ,�2. a`� D[� ego --��� Q �. r�. to: mot;+ WEE\ I� a CS J� A Ic N �� �-SC�1 ear_c lZoiNs - n.r -- " e.�-� 2 s �. r� , A .-rye ✓Lv L,,,Y D N- Ac c,2 �5�c _ k cam*' �:lc &t. PcLL C)C i 0 cz.x2—_ _BALL • C ( A r_ ( Page \ of Pages 25.01 -105 9/98 INSPECTOR MIAMI SHORES1VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -7 t 5 4-Qjr t1/4.yC49 Type Insp'n FT Grin I nc ►r SUIal fon Permit No. BPO'-F i4DG(ezt Name I6c-i r f Cho Y kx S hod Address 11501 1•11) SNJ6 Company Wrnrn I N�S Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buildi g Inspection Request Typel gr Permit No. a, 0 c1--/ Name G� S € ,, �� pp Address / / 5 0 / 6-65a Company Phone # Inspection Date Correction Re- Insp'n Fee (37,. at --4K r MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 171 -- Type Insp'n C11 .-. d f3(sar Permit No. Name C r 7 er' ,. L� cG / Address / l 3 ( /cte.v Qo ,E Company t-C v✓l +z S r , Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 00 305 -795 -2204 Buildipg Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buildi g Inspection Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee �'- 7.t7 46- e �— % X �I e-e f dor MIAMI SHORES VILLAGE BUILDING DEPARTMENT r\ 305- 795 -2204 Building Inspection Request Date T yp e Ins p w_ )m� � Wi Permit No. y ®, ` / ‘2 Pt. 4, Name �- Address Company Phone # o Inspection Date Correction Re- Insp'n Fee _472:a (-?e, ..-ao/e/-767 L. 1 rten, �'G� � eta!' 42 COO/ / .4' II- 11-3 MIAMI SHORES VILLAGE (S 91 BUILDING DEPARTMENT 305- 795 -2204 Ce Bu' ding Inspection Request \ Date 5 AP- P Ot Type Insp'n D %' wa 1 I et&' r Permit No. 6PO4-(0(a& Name C t ll c V }� f� $L Y I ®c/ Address (130f Mu U 3 04 CompanQ f W L , Phone # Correction Re- Insp'n Fee ❑ 649 acovi MIAMI SHORES VILLAGE BUILDING DEPARTMENT �°\, 305 - 795 -2204 N. Buildin: Inspection Request ;de Date 5T 'i i Type Insp'n Permit No. e2 © /O 0 c Name t'��) Address 1 1 Q/ (% t W Company Phone # Inspect' • Date 6 / 2 Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT (6. Build'; g Inspection Request Date Type Insp'n Permit No. 305 - 795 -2204 Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buildi g Inspection Request 1 �° Date i rC�t` J' Type Insp'n _ NJ (1-0 Permit No. 61.204 °1O( Name 1 r Address 1 t l 1 uu Company ci . Phone # Inspection Date 107r Approved ❑ Correction Re- Insp'n Fee off Z- Tit 4)// MIAMI SHORES VILLAGE �3, BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 12 Type Insp'n 1 Vim, Caucbrri L'l15 Q4 Permit No. f PO14_ Name 'BGrrci (xlf"af & hcxJ Address 1601 NUJ 5 Company e grin rlTh i r9 S Phone # Inspection Date 1 113 Approved Correction Re- Insp'n Fee MIAMI SHO VILLAGE A 43. BUILDING DEPARTMENT 305- 795 -2204 Bu' ding Inspection Request Date Type Insp'n I cQ Permit No. 6PCY-4 -1 0? Name C ha p JV r ar, 1 . Address ' 601 j'i , i 5 T,� .e. 4 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Ici 15L 3 74.:.(9 0tc `G) 0 va-or --etto MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Buil ing Inspection Request No \D, Date S Type Insp'n ua 1 Permit No. 8P °" l ®C Name Io rk2 ( Address I I50 t 1 LU 5 J ,i Q Compan v r D 101 1' Phone # C.j Inspe ' • Date 5 Correction Re- Insp'n Fee i22-4ccr 61613 i MIAMI SHORES VILLAGE BUILDING DEPARTMENT N 305- 795 -2204 ��J Buildin Ins . ction Request -\ Date Type Insp' n �/r/ a� cu a c 4 (' ° Permit No. & ' 4, / 04 Name c W ee l^ T e r- --S'c i a o% Address (/ 3 t f fVO' 6'0 -Q Company � a "� = S �° R Phone # 3 r -- 73 -vii Il Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 ���� Building Inspection Request Date 5 Type Insp' Permit No. 1, Name r Address 1 1301 Ow '`j "" Company c- cztill 5 c4. cL,v ∎rki\lS Phone # C8053 1 5c-1 ''115 Inspection Date 5 J )t 105 Correction Re- Insp'n Fee "MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 C6\° B ilding Inspection Request `c‘o Dater TypeInsp'n WINQJLti U1UG `j 1 Permit No. 6P0 fr I O,GG . Name encirPr Address 1 1 S01 NUJ Company C Orfl irn5 Phone # Inspection Date Approved Correction Re- Insp'n Fee 4 77 154- 0 /fret /1.Qe4dy MIAMI SHORES VILLAGE BUILDING DEPARTMENT Bui ing Inspection Request MT 305- 795 -2204 Date 5 "1 Type Insp' n Gen I bid 2 Permit No. 6' POL -' i i%Co Name oho I �l !(1' Address I 3 0 N D Company O,c_rnrn n S Phone # Inspate ed Correction Re- Insp'n Fee ❑ 57e c- MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu'Iding Inspection Request 1b Date £L Type Insp' n a � 1. a Ids Permit No. CDP614 (0 (0 lei Name C'r Address Compan > >�,�' al Phone # Inspection Date ft/3C ft/3CA 5iLA-Q, Approve Correction Re-Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT iNN Buildi tg Inspection Request \�9 `000 Date Type Insp'n Permit No. 305 - 795 -2204 Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee \Ft-- • ' - MIAMI SHORES VILLAGE BUILDING DEPARTMENT �-°\ 305 - 795 -2204 Bu'lding Inspection Request Date 22_ l 01 C'✓Y15 Type Insp'n J C V(G I � ifictyrn Permit No. ��/ jP�c 4 — 10 (0+P (1 1� i (l Name 1✓ S k)C Address 1 130 t NE, 5 A. Company ,e, Phone # Inspection Date 3'2, Approved Correction ❑ Re- Insp'n Fee ❑ RAP cam.. gyp/ MIAMI SHORES VILLAGE c n BUILDING DEPARTMENT '? 305 - 795 -2204 \O Building Inspection Request Date 3 (L 165. ( f � Type Insp'n 1 p � � 3 (211rCEtmFf4 34 1 ertstwi1 Permit No. i3 P O' 46 Name G Oen M c4.! Address /130) rt)CeJ 5 Company Phone # csfi ' 3 — / ®D/ Inspection Date Approved Correction Re- Insp'n Fee • • ` MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buil . png Inspection Request Date Type Insp' n d 1 5co cr floi • 2f Permit No. `O W0 Name Or (1)04 y 5v O1 ` Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee I SHORES VILLAGE 14k- ING DEPARTMENT • 305- 795 -2204 Building Inspection Request Dat fl _ � Type Insp'n Pi C) 11 4 Permit No. ' PO LI - (0(0 Name Q- r tO 11-84( • Address 1130 NW cs Compan r t r Phone # Inspection Date Approved Correction Re- Insp'n F I SHORES VILLAGE B DING DEPARTMENT 305 - 795 -2204 Buildin: ' nspection Request Date Type Insp'n Permit No. Name Address Company Phone # cos - i /-1 Inspection Date Approved Correction Re- Insp'n Fee Soil N07 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Datel ha loss Type Insp'n C.1•1 i r-1.3 Permit No. 13P0 d - t (Xo6 Name Cho Y+C_ ( ahoo) Address 1130 1 r V W . Company r ics A • Cvl-111-r1 0-15 Phone # `J Inspection Date t 20 / 06 Approved Correction ❑ Re-Insp'n Fee ❑ Inc 71-/ l , L .fC Cox. l o dnv 7 (e . � ZG�iuc Lve 62 A-belox-reite / /�Q7idD frifioirs MIAMI r O 1 10 I SHORES VILLAGE iaG E BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 J ! / QS Type Insp'n C-41—>r0 1 E ICVO*i Permit No. `E — DS Name Ch ® -fe_ r Sc,--) coo Address / I21 Nu-) 5 Company JarYre-S A . C uo-nr I Phone # �T Inspection Date 7 Approved Correction Re- Insp'n Fee ZD X009 (444 lb MIAMI SHORES VILLAGE O$ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date? / I /05 C-c I I t i'-s Q Type lnsp'n Arch 1-1-e c rci 1 `J Permit No. 6RD4- 1 064 Name °--!' lQY fC.r SChcc Address t f‘:)) L S Company JO 'c5 A. Comm i n3 s lra c Phone # Inspection Date 7 Z0 1 vs Approved Correction Re- Insp'n Fee oS MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date J/ Type Insp'n / Permit No. o si -/ 0 /6 Name Address //SO/ AA) 5 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee e /12 z`ss MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date ®dLl k5 Type Insp'nCUIV'iQ1il,,Oorivi TrIS&G - -p Permit No. 13? 2✓W' - 1466 Name 1 L t Z _ l Address Vrz3 41a) rvIA 4945: Company Phone # w t t , s .$ roil nI 14 5 an 11541 -14115 Inspection Date 04(2-8 (O5 Approved Correction Re- Insp'n Fee 1.14` °NI MIAMI SHORES VILLAGE +• BUILDING DEPARTMENT 305- 795 -2204 Bu'lding Inspection Request Dated 16- Type Insp'n nd 1;(crAr 0-ralln3 Permit No. jrV' j q- to Co ; -� Name l✓ 11) r ter A r . Address ' 1 a) 1 NU 3 Company Phone # Inspection Date °l Approved Correction Re- Insp'n Fee rros 6 .> det0/4 Y;1,4). MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 .q 03 __ Buils'ngg,,Inspection Reque t Date `t' -3 (P) Type Insp'n Permit No. Name Address Company Phone# Inspection Date Approved Correction Re- Insp'n Fee a 03-(4,v-4,1* f,e177W- 4/fr-c:4&,/> Aeve"."-t24- ‘777-4,/v 14-7-1zegy- MIAMI SHORES VILLAGE ., BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type lnsp'n 14/1/0 1/0 � A) P `4 tO( Permit No. 6 --- o p Name £ 4 2 C ✓L- SC k L Address t 15O 1 NO 5 .- Company LA:°t t-re . Phone # Inspection Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT A 305- 795 -2204 Building Ins section Request \ Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date ,..) IA) sa,,e �...' }L ls.I orrection Re- Insp'n Fee MIAMI SHORES VILLAGE UILDING DEPARTMEN 305 -795 -2 f `fi ilding Inspect Date Type Insp'n �� Permit No. COL Name Address \ 130 1 Compan Phone # Inspection Date 4 I �4 S Correction Re- Insp'n Fee ❑ rth C4. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date (0 D-0— SHORES VILLAGE -'7�S Type Insp'n Permit No. BPoL ` I 0 0C Name �,./ ro Y IT OviY Address ( 1 50 1 1 LL) 5 1 U.- — Company Cum rni s Phone # Inspection Date C"(�5 Correction Re- Insp'n Fee ❑ jump. J IAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ca6g1D Type Insp'n ROT Permit No. 872604 2604 — 4066 Name 00TC( 54001 Bo d• lJ %r` bko (_U�tki1Kg5 Address 0 I N zo /t'T(a C , Company C'akl ES )t 0101 t1kAS Phone # 305 - 754 -3413 Inspection Date 066a/05 Correction Re- Insp'n Fee 13 1 Os---1 14 , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu'lding Inspections Request Date ` 'tn Type Insp'n V 1 D `a1 , Permit No. BRA.— 0 �C G p � it4 Name CMer SthxJi Address (1 30 1 N 5 CompanyQQ nn nnina,s Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building nspection Request Date 0 Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT * 305 -795 -2204 Build ;ng Inspection Request CO Date j=1� -/ 1 Type Insp'n lJ�. e P1 Permit No. t c 1- 10( Co Name `P Address !. Y NUJ 5 e ;j Company Urn rn in Phone # Inspection Date Approved Correction Re- Insp'n Fee - MIAMI SHORES VIL A E(15. 114 BUILDING DEPARTMENT 305 -795 -2204 A� Bgi�lding Inspection Request Dat Type Insp'n L aid ujos j_L Permit No. E P6 H Name C1roev Address 1\ C) NU J S /9t) Compan Phone # Inspection Date Approved Correction Re- Insp'n Fee 1.16aZil Lat 'MIAMI SHORES VILLAGEe BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. rN l 2a.viV6 Name r414,7 ? 5-chtoo Address f/ 3 /7/ /t/ t3 5-4 VC. Company Cc( 7 ,(J6 Phone # Inspection Date 7/0 Approved C No /A., Cew/ €%%&j Correction ❑ t �7? ' //I / Re- Insp'n Fee ❑ 04, , „Q© nil fiZ°fOtS(om, ,ll)k %mo e- t(L'1Zf2S /1 &O d -7 b 64/r Tree &S fl/5//1)L (,u A. )c OA) YY re-lel el@ 5/ re) 7e5 Cc curl •C.� 5/ 2 a C¢rr //v, I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee �ccep/u' AeJ9c5 - M[ss(Ai 7) 5 ecd " r e5 s5;145 /t/d A®oF OA) ,7 /2J /krwl?`y i Coca-T. y,ML - r&&T ��ca �2/J16i CD 11.c. Lkvu TS 619 YQOO P- 1\J6 ( o� eLL- Fo4--(i aeu5 PAD r,tube \• Z110 134 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buildin : Inspection Request Date ) Type Insp'n Cif k ' Permit No. —PO4-10(000 10(000 Name C I €i Address MO O 1 N0,1 W S! 1L,&Q Company Phone # Inspection Date Approved Correction Re- Insp'n Fee /..1,4;Lit;a41 4,1%-tat.3 SkeArt+i/Ji 6ct.o Au2s eef cTeLo.Art (A)A.lgui lit7/7/5 agiuk r‘-) UOC? MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui •'ng Inspection Request Date (0 5 TypeInsp'n WuIaolaU_ Permit Non 6 PO 4 - `O� '� �/ Name toi er ILd1 Y Address 1 1 SO I Nia 5 Ai--Q Company@ C,, fl Phone # Inspection Date Approved Correction Re- Insp'n Fee 0 tVUL 1441-"Ct+ A- Coua rt-g-c) a-N-C1 prrzci t O 'vL1t N1 ws id b sZu .,>7. Z251 %4V MIAMI SHORES VILLAGE 1 BUILDING DEPARTMENT 305 - 795 -2204 Bui ding Inspection Request Date Type Insp'n03..u-\ I r ( ci InSp. Permit No. l'r• 04--1 0(06 Name s Lt u le iv- K: T od Address itSO) i V ,,S� Company Lrin rn 1 rer,,s Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT (//t°1% � - 5 305- 795 -2204 Buildin Permit No. Name ,' l ' Address t \, 1 companyeuMAMcis Phone # Inspection Date Correction MIAMI SHORES VILLAGE ` S ` UILDING DEPARTMENT r �,s 305- 795 -221 Bui ding Inspect' Date Type Insp'n II i►�I�t -__ Permit No. vsk"/ Name esatai C,ro E '( • Address ' -- 11 ■01 NW 5 Inspection Date 5 j Correction Re- Insp'n Fee AMI SHORES VILLAGE BUILDING DEPARTMENT ‘;) 305 - 795 -2204 °� Building Inspection Request C Date Type Insp'n ' v L� 2 et elf Permit No. Name Address //301 C s—/ Company Phone # Inspection Date S -1 7 - a �^ Correction Re- Insp'n Fee AMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 511 Type Insp'n tOt Permit No. S- Pcq - viol, CIOName I€Y Address 1 3C) I Off% 5 hUJ Company (O (n ' )1 Phone # Gp Inspection Date ! id , Correction Re-Insp'n Fee ❑ 2 uoc,r- u-cfl 3 -------r-Nsl,lG -ham_ MIAMI SHORES VILLAGE BUILDING DEPARTMENT - 220 ilding InssppectioiPn� Req s1 Type Insp'n Permit No. Name r ®1_x�i- POil 10 rc Char l'er 30 o01 Address 11501 1 `3 �J 5 J- Company C,cir rle 1 , Phone # Inspection Date proved Correction Re- Insp'n Fee