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RC-09-1217Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171592 Permit Number: RC -7 -09 -1217 Scheduled Inspection Date: April 09, 2012 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS lz Passed /, i /. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159540. CREATED AS REINSPECTION FOR INSP- 157573. CREATED AS REINSPECTION FOR INSP- 119917. Not Ready. NB NO PERMIT. JR Co April 09, 2012 For Inspections please call: (305)762 -4949 Page 15 of 24 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161542 Permit Number: RC -7 -09 -1217 I Inspection Date: July 01, 2011 Inspector: Dacquisto, David Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS LO0,1 Passed Z Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 01, 2011 Page 1 of 1 PREPARED BY: OR BK. 27723 PG 3201 LAST PAGE Miami Shores Village Building. Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned Bii4.dC A,. Not.- PAZ Is/are the fee simple owner(s) of the following described property (Property') situated and being in Miami Shores Vip$ge o L QR 5 (c4W Lots EA .r 1 Z5'f eeBPck v S of ( Subdivision), according to the plgjthereof, as recorded in the Plat Book qJ' 344 M Page t44 of the Public Records of Miami -Dade County, Florida, (address) 12.41 r4. 4o.' /�(.e w,. Soo ors and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in conskieration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordnance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used fora single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declares) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be bind'mg upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect IN WITNESSF, the undersigned has/have caused hand(s) and seals) to be affixed hereto on this'3 day o Signature and Print %.GG(ce ( -FA t1, s Signature l L ✓ and Print Z C• STATE OF FLORIDA COUNTY OF MIAMI -DADE ) 1) I HEREBY CERTIFY that on this day personally appeared before me (.7 ...--210 (; t who is personally known to me or has produced (type of identification) as Identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. . Signature and Print SWORN TO AND SUBSCRIBED before me on this day of My commission expires: NOTARY PUBLIC, STATE OF FLO 'A ST T.E OF FLORIDA, OOUNTY OF DACE oilglnel Ned in tit ofrca on(}� day of WITNESS nand and !'Seal. %at Ai._ , HAR Courts Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 161541 Permit Number: RC -7 -09 -1217 Inspection Date: July 01, 2011 Inspector: Dacquisto, David Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS OL(-t(%' 0 it Passed 4' 7 F(71 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 01, 2011 Page 1 of 1 6c2—C--Ch 1-7 Miami Shores Village APPROVED BY DATE ZONING DEPT �/ ! j BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL F.LP. 1/2' (NO LD.) ac Legal Description: The East 125 feet of Tract 186, of REVISED PLAT OF SECTION NO 8. OF MIAMI SHORES, according to the plat thereof as recorded in Plat Book 31, at Page 41, of the Public Records of Miami -Dade County. TA 55 AND Cf!!NTY P511 FS AND nrnUTATIONS SCALE: 1 " =30' F.I.P. 1/2' (No I.D.) LOT 4 BLOCK 186 b U) N N Certified to: Emmanuel Paz Community Number: 120652 Community Name:VILLAGE OF MIAMI SHORES GENERAL NOTES: Panel: 0093 Suffix: J Date of Firm Index:9/11/2009 Firm Zone:AE Base Flood Elevation: 8.0 LEGEND 1REE /DIA.— HGT.— CANOPY BOUNDARY SURVEY Date of Field Work: 4/20/2011 Date of Completion: 4/21/2011 F.I.P. 1/2' (NO I.D.) Property Address: 1291 N.E. 102 STREET MIAMI SHORES, FLORIDA 33138 Survey No. S -8220 rn IeISr 9T _........ LOCATION SKETCH NOT TO SCALE — LEGAL DESCRIPTION PROVIDED BY OTHERS. — EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. —THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. — UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. —ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. — WALL TIES ARE TO THE FACE OF THE WALL —FENCE OWNERSHIP NOT DETERMINED. — BEARINGS REFERENCED TO LINE NOTED AS B.R. — BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. — NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. — NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL. — DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. — ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. — THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. — THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION THIS COMPUES WITH THE MINI M T STATE OF F 0 DA BOARD OF FLORIDA AD IN TRATIVE CODE lyy /JJIII I SIGNED, MIGUEL PINOS NOT VAL D WIT " UT AN ELECT IONIC SE • AND/ THE RIGINAL RAISED S OF A SURVEY PREPARED UNDER MY DIRECTION. CHNICAL STANDARDS, AS SET FORTH BY THE SIONAL LAND SURVEYOR'S !N CHAPTER 61G17 -6, ANT TO 427.027 FLORIDA STATUES. FOR THE FIRM No.5101 STATE OF FLORIDA UTHENT ELECTRO SIGNATURE AND AUTHENTICATED R THIS MAP IS NOT ALIO WITHOUT THE SIGNATURE AND AL OF A LICENSED RVEYOR AND MAPPER. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 S.W. 190th STREET SUITE 3210 MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 —8383 www.espinosalandsurveying.com L.B. 6463 '0! SCALE: 1n=30' Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT 10, DATE 1 id 11 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATF AND COI INIY RULES AND REGULATIONS Id 1,F.LP. 1 64-6-1.15.Y" • as Legal Description: The East 125 feet of Tract 186, of REVISED PLAT OF SECTION NO 8. OF MIAMI SHORES, according to the plat thereof as recorded in Plat Book 31, at Page 41, of the Public Records of Miami -Dade County. •F.4P. 1/2' 0LO. (NO /.Q) LOT 4 BLOCK 186 b in N LEGEND /DIA. —HGT.— CANOPY iiS MUST !23 AT TIME LJF, INSPECTI FJ.P ( Certified to: Emmanuel Paz Community Number: 120652 Community Name:VILLAGE OF MIAMI SHORES GENERAL NOTES: Panel: 0093 Suffix: J Date of Firm Index:9/11/2009 Firm Zone:AE Base Flood Elevation: 8.0 BOUNDARY SURVEY Date of Field Work: 4/20/2011 Date of Completion: 4/21/2011 25.00' (R &M) OAK a9 -20-20 220' PARKWAY OAK 0.9 -20-20 .................... Property Address: 1291 N.E. 102 STREET MIAMI SHORES, FLORIDA 33138 Survey No. S -8220 ' E ,e4 7% ST vE n:2R0 ST J w�C.4JSr.., LOCATION SKETCH NOT TO SCALE - LEGAL DESCRIPTION PROVIDED BY OTHERS. - EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. - UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. - ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. -WALL TIES ARE TO THE FACE OF THE WALL -FENCE OWNERSHIP NOT DETERMINED. - BEARINGS REFERENCED TO LINE NOTED AS B.R. - BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. - NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL. - DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. - ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. -THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. -THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION 1•F A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPUES WITH THE MINI M HNICAL STANDARDS, AS SET FORTH BY THE STATE OF F O DA BOARD OF ''OF !SIONAL LAND SURVEYOR'S IN CHAPTER 61G17 -6, FLORIDA AD IN TRATIVE CODE 'UR JANT TO 427.027 FLORIDA STATUES. ,I i0/ 1 SIGNED MIGUEL NOT VIAL D WIT " UT AN ELECTRONIC SE AND/ THE ORIGINAL RAISED S AUTHENT ELECTRO R THIS MAP IS NOT AL OF A LICENSED FOR THE FIRM No.5101 STATE OF FLORIDA SIGNATURE AND AUTHENTICATED ALID WITHOUT THE SIGNATURE AND RVEYOR AND MAPPER. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 S.W. 190th STREET SUITE 3210 MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 -8383 www.espinosalandsurveying.com L.B. 6463 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 161541 Permit Number: RC -7 -09 -1217 Inspection Date: July 01, 2011 Inspector: Dacquisto, David Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS ® ) VA Passed �/ Inspector Comments - // Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 01, 2011 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 119920 Permit Number: RC -7 -09 -1217 I Inspection Date: July 01, 2011 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed / Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 01, 2011 Page 1 of 1 U.S. DtPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency Nationa :4alood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: Al. Building Owner's Name EMMANUEL PAZ Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1291 NE 102 STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) THE EAST 125 FEET TRACT 186 REVISED PLAT SECTION NO 8 OF MIAMI SHORES A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N25 °.40273 Long. 80 ".16'.60 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1500 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1808 sq in d) Engineered flood openings? ❑ Yes EI No RESIDENTIAL Horizontal Datum: to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A9.b 1044 sq in d) Engineered flood openings? ❑ Yes ® No 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 /Panel Number 12025C0093 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective /Revised Date 9/11/2009 88. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8.0 10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile El FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: El NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date N/A ❑ CBRS ❑ OPA ❑ Yes ►Z� No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-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 C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM # B400Vertical Datum N.G.V.D.1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.70 b) Top of the next higher floor 8.84 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) 7,29 e) Lowest elevation of machinery or equipment servicing the building 8.01 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.50 g) Highest adjacent (finished) grade next to building (HAG) 6.70 h) Lowest adjacent grade at lowest elevation of deck or stairs. including N /A. structural support Check the measurement used ® feet feet ❑ feet ® feet ® feet ►Z� ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) IS: feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form Were latitude and longitude in Section A provided by a licensed land surveyor? L Yes ❑ No Certifier's Name MIGUEL ESPINO :; License Number 5101 Title P.S.M. Company Name MIGUEL ESPINOSA LAND SURVEYING, INC Address 1 P..6` 190' ' 1 T ITE 3210 City MIAMI State FL Signatur' ra i/` rr r Date 04/25/2011 Telephone 305 - 262 -2992 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. 1291 NE 102 STREET City MIAMI SHORESState FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number 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 HIGHEST CRO N 0 ROAD = 7.64' C2. (e) LOWEST ELEVAT I 0 °EQUIPMENT / MACHINERY SERVICING THE BUILDING (AIR CONDITIONER) =8.01' A5. OBT IN N SITE /GPS EQUIPMENT ATTACJ I.� e :UILDI �� P OTOGRAPHS Sjn SEC 1 ON E - BUIL Date 04/25/2011 ® Check here if attachments G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑feet ❑meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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 official 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, 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, and E are correct to the best of my knowledge. 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 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. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a 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 Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 310. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FPMA Cnrw Ai _!1♦ &4.... no ❑ Check here if attachments Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1291 NE 102 STREET City MIAMI SHORES State FL ZIP Code 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." LEFT 04/20/2011 RIGHT 04/20/2011 • Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1291 NE 102 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." LEFT 04/20/2011 RIGHT 04/20/2011 1.% Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 159364 Permit Number: RC -7 -09 -1217 I Inspection Date: May 06, 2011 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed chq/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 06, 2011 Page 1 of 1 F&F CONSTRUCTION SERVICES INC CGC 060569 INSULATION CERTIFICATE PERMIT #: RC -7 -09 -1217 SITE ADDRESS: 1291 NE 102nd Street MASONRY WALL INSULATION Manufacturer: Hiperm Fi -Foil Type: Foil R Value: 4.1 CEILING/ROOF I NS UL A TIO N Manufacturer: Dow Coming Type: Batt with paper face. R Value: 30 (16x48) GARAGE CEILING INSULATION Manufacturer: Dow Corning Type: Batt with paper face. R Value: 30 (16x48) F &F Construction Services Permit Number: RC -7 -09 -1217 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 159367 Inspection Date: May 06, 2011 Inspector: Hernandez, Rafael Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 06, 2011 Page 1 of 1 �.� DIVISION OF Environmental Health Florida Department of Health Miami -Dade Cduinty Health Department OSTDS /Well Division 11805 SV1 26 St. FI, 33175 Inspectorr t -(2 Address ) 2 5/ Ai. e OSTDS # :A19 3 Signature STATE OF FLORIDA PERMIT NO I > 7 � ` DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID' CONSTRUCTION II'ISPECTION AND FINAL APPROVAL RECEIPT #• APPLICANT: lc.1: AGENT:"� "�sl Vie, n ea^a.:r•° +ter PROPERTY ADDRESS' I j 1 LOT: pi L BLOCK: SUBDIVISION: PROPERTY ID #:// -3 ;16 elf ' r3 C, `{ CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [1] i )O [2] [02] TANK MATERIAL [03] OUTLET DEVICE [04] MULTI - CHAMBERED (JY// N J [05] OUTLET FILTER [06] LEGEND C, —1 -1 7 '- - / C [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATI N [10] AREA [1]1r Y[2] ° °}SQFT [11] DISTRIBUTION BOX HEADER [12] ,NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION ® ° [14] DRAINLINE SLOPE [15] DEPTH OF COVER [16] ELEVATION [ABOVE/BELOW] BMA e-/, [17] SYSTEM LOCATION [18] DOSING PUMPS 1° 0-v- [19] AGGREGATE SIZES ,. [20] (AGGREGATE EXCESSIVE FINES [211 AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT /1 [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED - [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: SETBACKS [27] SURFACE WATER FT [28] DITCHES FT [29] PRIVATE WELLS FT [30] PUBLIC WELLS FT [31] IRRIGATION WELLS FT [32] POTABLE WATER LINES S' FT [33] BUILDING FOUNDATION FT [34] PROPERTY LINES FT [35] OTHER FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] [41 ] [42] [43] [44] [45] [46] [47] [48] UNOBSTRUCTED AREA STORMWATER RUNOFF ALARMS MAINTENANCE AGREEMENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN FINAL SITE GRADING CONTRACTOR ,--'�...44.- OTHER ABANDONMENT [49] TANK PUMPED %7 � /;° [50] TANK CRUSHED & FILLED 1' /„ CONSTRUCTION .APPROVEDpISAPPROVED], FINAL SYST PPROV ISAPPROVEt']: ' DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number. 5744 -002- 4016.4 CHD DATE. a ._ -1 ) CHD DATE. - -'- Page 2 of 3 PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: Health Department Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 159369 Permit Number: RC -7 -09 -1217 Inspection Date: May 06, 2011 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F &F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed M, Inspector Comments r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 06, 2011 Page 1 of 1 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462 -0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 109.2.2) 1-' fc s+ Address of Treatment Date Time Applicator /(j4\C1111i4j1;sd Gallons applied • r)--3 )X' Percent concentration Area treated linear feet treated ► k - e-6S - , c a,6.5 X - h6 a ,4, Stage „ent ' As per 1092.2 — If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line F, 3 .; I( Certificate of Compliance for Termite Protection (As required by Florida Building Code (FBC) 1816.1) 1,P4 I 11 t`_ )o 2_ 6+ Address of Treatment so6\thkorl, of Treatment This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. &I1. ! uthorized Signature Permit Number: RC -7 -09 -1217 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159366 Inspection Date: May 06, 2011 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 06, 2011 Page 1 of 1 FEDERAL CORPORATE OFFICE 250 SW 13th Avenue Pompano Beach, FL 33069 DATE: 4/12/10 CMEC & FDOT ACCREDITED ENGINEERING & TESTING www. federal en gineeringandtestin g. com Phone: (954) 784 -2941 1(800) 848-1919 Fax: (954) 784 -7875 FIELD DENSITY TESTS OF COMPACTED SOILS CLIENT: ADDRESS: PROJECT: ADDRESS: ORDER NO: 10 -666 F & F CONSTRUCTION SERVICES, INC 2617 PARK ROAD, PEMBROKE PARK, FLORIDA 33009 PROPOSED GARAGE BUILDING PAD 1291 NE 102ND STREET, MIAMI SHORES, FLORIDA PERMIT NO. MATERIAL DESCRIPTION: LIGHT GRAY SAND W /SLIGHT TRACES OF ROCK & SHELL LOCATION: NW CORNER OF PAD LOCATION: NE CORNER OF PAD LOCATION: SE CORNER OF PAD LOCATION: SW CORNER OF PAD LOCATION: LOCATION: FIELD DENSITY METHOD A.S.T.M. D-6938 DRY DENSITY P.C.F. IN THE FIELD 101.7 101.1 101.9 101.6 % MOISTURE 8.9 9.5 9.8 9.3 % COMPACTION IN THE FIELD 96.9 96.3 97.1 96.8 % COMPACTION REQUIREMENT 95% PROCTOR VALUE, P.C.F. 105.0 OPTIMUM MOISTURE, % 12.5 LABORATORY NO. P -1091 DEPTH IN INCHES 12 PROCTOR REMARKS: A.S.T.M D -1557 METHOD SOIL NOT TESTED BELOW FOOTINGS TESTED BY: CHECKED BY: After laying dormant for a period of 90 days or heavy rain/storms, retesting of this work must be performed. A density test determines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capadty determination. 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 extracts from or regarding Our reports is reserved pending our written approval. Respectfully submitted, ITH LEBLANC, P.E. /I ? I/L FEDERAL ENGINEERING & TESTIi1G FLORIDA REG. #59394 CERTIFICATE OF AUTHORIZATION # 5471 F &F Construction Services , Inc. 2617 Park Road, Pembroke Park, FL 33009 License CGC 060569 954-454-1948 office / 954- 454 -1259 fax Miami Shores Village 10050 N.E. 2nd. Ave Miami Shores, Florida 33138 Att. Chief building Insp. 3/12/2012 Please grant us a 30 day extension so we may complete work needed to close out 2 open permits at the Paz residence 1291 N.E. 102 st. Thanks ffetIVED MAR 13 251! ticCct Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140536 Permit Number: RC -7 -09 -1217 Scheduled Inspection Date: April 27, 2010 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 138940. CREATED AS REINSPECTION FOR INSP- 138749. FOR THE SECOND FLOOR. Provide a special insp approval level. NB Provide revision. NB April 26, 2010 For Inspections please call: (305)762 -4949 Page 11 of 29 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462 -0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 109.2.2) )001-q- 1 o ts_ )0,2_ S'-\- fit6w.; ,_kovi,i2i ,'1 Address of Treatment auk-- Date �N " 4'PPlicator Prod ict used / Chemical ^ Gallons applied Percent cQpcentra� �� v1, � Area treated linear feet treated Stage of treatment �` As per 10922 If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line P-4 (Iv iee,,} Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 119923 Permit Number: RC -7 -09 -1217 Inspection Date: July 01, 2011 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Passed 2 Inspector Comments . ri7f) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 01, 2011 Page 1 of 1 • AA26001388 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 June 29, 2011 Location: 1291 NE 102nd St. Permit: RC -7-09 -1217 Re: Final Inspection Norm Bruhn, UL 20n I have visually observed and inspected the project at sold location and have found it in compliance with FBC 2007 and the approved drawings for this project. Sirpcereiy, Victor J. Bruce A.I.A., LEEDR AP President & Architect AR-0017103 370 NE 101d Street Miami Shores, Florida 33138 telephone 305 - 310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING PA Z_ Owner's Name (Fee Simple Titleholder) Permit No. t " (21 7 Master Permit No. Phone # C3 (G) `i' -/&c V 4 Owner's Address City State Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) j% f' t 02- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # r Zip 3 3 l3 S Is Building Historically Designated YES NO Contractor's Company Name f+- L co k S17zv cob fiw Contractor's Address k 2- G � > k. P vZ, k City � (4 (I GD Pr _ State Zip `j 690 4( Qualifier Name �(G --1(,t t 5 ((� Phone # 3 40,r--- - S^ I '4.Z77 Phone # Flood Zone 3 o�- S 2-5 - , 4 Z7 State Certificate or Registration No. C- 4 C. O40 O SF '' Certificate of Competency No. Contact Phone E -mail Architect /Engineer's Name (if applicable) 01. c-C19 < Phone # 3° s" 3 1 O 5 d D Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition 11 Alteration New t❑_Repair/Replace ❑ Demolition Describe Work: . Lc& e � �j &4.. v, ce c,� _v ,1 c;4, -\t qc:i.+,-+ *****:** * * * * * * * * * * * * * * ** * * ** * * * *** * * * ** Fees************* * * * * * * * * * * * * *** * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $c. CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ ! ' ' °'" Total Fee Now Due $ cl,e0i 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 noti • of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs se en (7) days after the building permit is issrfec}'. In the abse of such posted notice, the inspection will _ . e approved and aeinspection fee will be charged. Signature Owner or Agent Contractor The fo egoing instrument was acknowledged before me this / The foregoing i trument was acknowledged before me this day of Hard, , 20 1 b , by , day of , 2010 , by who is personally known to me or who has produced As identification4and who did take an oath. NOTARY PUBLIC: Sign: 6tal-c( Print: L a v t-- es( P1464/ /LAURAFARLEY My Commission Expires: _ ° ° MV COMMISSION # D0646761 i * EXPIRES: March 16, 2011 Services sf BondedThru Budget Notary ow" 4. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Q u My Commission Expires* 9rFOF LAURA FARLEY * MY COMMISSION # DD 646761 EXPIRES: March 16, 2011 "3 Bonded Thru Budget Notary Services ********* do: F9:: F9t*9c: k9cdtk: F: F**9Fi:k*:r9F /*** * *�':9: **** * *** * *�Ydt9c: *** * *�caP�ti:st** ***** *kit*** *kit* *:F******* * ***** ** * ** *�ck*** APPROVED BY 7S/Z- S" j6/ ��!!'/,tGf, Plans Examiner Zoning Engineer Clerk checked (Revised 07 /l0 /07)(Revised 06/10/2009) 710.01 5 q� ,,,tilJko oi Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V `— Ica el Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 MGNEEVIE� !91 JUL z .1 2009 Permit Type (circle): Building Roofing Owner's Name (Fee Simple-Titleholder) C0'l I lid "( %z 1(4 Phone # Owner's Address 12- : 1 10 e ( 6 T City 1tttt i 940107 State 23q 545----3/03 Zip 33 C3 O Tenant/Lessee Name Phone # Job Address (where the work is being done) 12-1 1 + C- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name F.* E Contractor's • ddress Cit Qualifier Name State Certificate or Registration No. '(J/Chone # ( SL( °--`-C C4 / 4 41- Zip l = Df J Cp T^ -7 C L-� Phone # % d `f' C C7 C 06 0 .51)9 Certificate of Competency No. P Y Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ t 2 S 0 a) c> Type of Work: Addition Describe Work: (•p L_t o Cl 'e CC %/CvC19"-- Square / Linear Footage Of Work: a) 1 1 • �e • IVI} . mi �'► Alteration ❑New tt1 to t- ex. '7 0 Repair/Replace ❑ Demolition ArniLif. 4100(9 5u'limittal Fee $ lJ' Permit Fee $ CCF $15.00 CO C ITQ' OO Notary $ Training/Education Fee �$ 2. S 00 _ Technology Fee $ 1 Scanning $ 00 Radon $ ` 1. DPBR Bond $ Code Enforcement $ Structural Review. $ 60414-% - f - ( 0 6 , . . ; .O , vv Total Fee Now Due $ Zoning $ Double Fee $ 4, 32.1 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's N Mortgage Lender's Ad City Application is hereby n commenced prior to th construction in this juris WELLS, POOLS, FURI` stallation has s regulating ING, SIGNS, ance with all C IN YOUR NANCING, EICE OF OWNER'S AFFIDAVI applicable laws regulatin, "WARNING TO OWN PAYING TWICE FOl CONSULT WITH COMMENCEMENT." Notice to Applicant: As a promise in good faith that whose property is subjec for the first inspection w inspection wt e appr licant must the person he job site notice, the Owner or ent Contractor , Th foregoin instrument was acknowledged before me this I.L I The for oing instrument was acknowledged before me this i day of 1J� ' , 20PC(, by , day of 1 ` , 2OcD , by who is rsonally known to me or who has produced who is rsonall 'known to me or who has produced P P Y P As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: NOTARY PUBLIC: Sign: tAw P Print: L -(d 't". 04 9OF Fk• My Commission Expires: (4WBI S: Mar 16, 2011 ° Bonded TI }u Budget Notary Se,+IGe5 APPLICATION APPROVED BY: a ;�/7 /d 77/3 4 '? 2.1 d et 56 ciL. Plans Examiner .,, Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT (A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION) NOTICE OF COMMENCEMENT MUST BE FILED IF THE JOB VALUATION IS $ 2,500.00 OR MORE IN LABOR AND MATERIAL. PLEASE FILE AT 22 NW 1ST STREET, 1ST FLOOR, MIAMI, FLORIDA (305) 275 -1155 Permit Number: e 1 Zf l Tax Folio Number: 11 320 0 5 State of Florida 3111111111111311 FN 2008'R073737'9 Sk 27044 Ps 2174; Ups) RECORDED 10/13/2009 09:12:47 HARVEY RUVIlde CLERK OF COURT NIA11I -LADE COUNTY? FLORIDA LAST PAGE County of Miami -Dade THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement. fi Q j 1. Leal description of pr and street address: m am s/d vv4g3 5. c • 6 1«+� t . €. ✓I �4 12.5�''i'� 186; 2. Description of improvement: e„,,,0 i ) 'l t t gvio r'1 VS ' i2Jbv 1,4-5.Na 3. Owner(s) name and ddress: it L/ l / of 0 &L Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: F$F Co ms nz icA 4oyj ) 5. Surety: (Payment bond required by owner from contractor) Name and address: Amount of Bond: $ 6. Lender's name and address: 7. Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a) 7, Florida Statute: Name and address: S. In addition to himself/herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section (1) (b), Florida Statute: Name and add ress: C o its Z '104' 9. date of Notice of • mmencement: (the expirations date is one (1) year from the date of recording unless a different date is s Print Owner's Name: Ej r,i 4a)ve l4 Z- Sworn to and subsiriGre me this Day of (J Personally Know, or Produced Identification Oath taken 200 9 Oath Not Taken Prepared by: Address: Notary Public: Print Notary's Name: Commission Expires: P'((Ch r > � f'fF co .g ,..�cT-t r� ›evti 24 i)07 t Ru 6 d Pr 3 3 �� 7, �a.e� ✓c.. r-fh SEAL: 40!'7 :: ;44c LAURA FARLEY MY COMMISSION # DD 646761 am EXPIRES: March 16, 2011 Bonded Thru Budget Notary Services 94'oF s.cr ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER Roebuck Assoc. 'us. 5599 Se University Davie FL 33328 Phone:954- 616 -1800 Exchange Drive, #301 Pax :954 -616 -1888 INSURED OP ID PA F &FCo -1 DATE (MMIDD/VYYY) 01/19L10 THIS CERTIFICATE IS AS A MATTER oF ONLY AND CONFERS INO RIGHTS UPON THE CE TI CA EON HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE F &F Construction Services, 2617 S. Park Road Pembroke Park FL 33009 NAIC # INSURER A. .Western Heritage Ins. Co. INSURER 8: INSURER C: INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE 11STE0 BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ABOVE FOR THE POLICY RESPECT TO WHICH TO ALL THE TERMS. DATE (MMIDO1YYj_ PERIOD INDICATED. THIS CERTIFICATE MAY EXCLUSIONS AND CONDITIONS POLICY W)N NOTwiTHSTANOING BE ISSUED OR OF SLICH TLTR INSRC TYPE OF INSURANCE POLICY NUMBER LIMITS $ 1 , 000 r 000 - A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY SCP0785112 01/2/10 01/12/11 EACH OCCURRENCE X UNNIHGE IQKCNItV PREMISES (Eaeclvrence) "i 50 000 $ 1, 0 0 0 CLAIMS MADE CXJ OCCUR MED EXP (Any one per.^,an) PERSONAL & ADV INJURY $1, 0 0 0, 0 0 0 GENERAL AGGREGATE $ 2 , 000 , 000 GEN'L AGGREGATE LIMIT APPLIES PER X POLICY I 1 JE8 7 LOC PRODUCTS • COMP /OP AGO $ 1 r 0 oo, 000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) — BODILY INJURY (Per cereon) BODILY INJURY (Per ecCIrJrnI) _ $ . PROPERTYPAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ THAN EA ACC 8 — AUTO ONLY AGG 5 EXCESS/UM:MELI ALIABILITY OCCUR E CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE 5 AGGREGATE 5 5 $ — 3 WORK COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERJD(ECUTIVE OFFICER/MEMBER EXCLUDED? It Yes dfterlbe under SPECIAL PROVISIONS below I TORY LIT S GER • .I El. EACH ACCIDENT $ E.L, DISEASE - EA EMPLOYEE 8 E.L. DISEASE - POLICY LIMIT $ OTHER L DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES !EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N8 2nd Ave Miami Shores FL 33138 SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER w1LL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHOR - _- - PS A ACORD 25 (2001108) 0 ACORD CORPORATION 1988 Permit No: 09 -1217 Job Name: April 15, 2010 Miami Shores 'iIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Details do not match revised plan. 2/S -2 shows a monolithic foundation. Revise all details affected. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: c,cc 1 ` DATE: OZD t \/10.--e (C—e-/C\-c\ Contractor o Owner ��^^- ❑ Architect f 1 ( ( sas A c ce up 2 sets of plans and they) 490 Yr) �w Address: )o)9 N ' A99 dleededlens From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building i • ' nt to .ntinue permitting process. Acknowledged by: . art aka" PERMIT CLERK INI AL: RESUBMITTED DATE: io PERMIT CLERK INITIAL: tfh) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 149628 Permit Number: RC -7 -09 -1217 Scheduled Inspection Date: August 10, 2010 Inspector: Bruhn, Norman Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition /Alteration Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments REMODEL INTERIOR PLANS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 119929. Not Ready NB August 09, 2010 For Inspections please call: (305)762 -4949 Page 9 of 21 AA26001388 To: Norm Bruhn Village of Miami Shores Building Department Re: Special Inspector - Masonry DATE August 6, 2010 JOB NO. 0088 PROJECT: Paz Residence LOCATION: 1291 NE 102nd St. PERMIT NO. 09-1217 CONTRACTOR: F&F Const. The following was noted: • ladder horizontal joint reinforcement @ every other CMU course • filled cells repared by: ctor 3. Bruce 7103 Copies to: Michael Finkelstein — F&F Construction File 370 NE 10P Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net 4A26001 388 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 August 9, 2010 Re: Permit No.: 09 -1217 Job Name: Paz Residence Design notes & changes Dear Norman Bruhn, The following notes pertain to the covered walkway and the garage: 1. The wood rafter to wood beam connection in the covered walkway using one (1) Simpson tie H8 has been replaced with two (2) H2.A ties. The uplift capadty has been increased as a result. 2. Due to non - structural function of the ledger on the exterior face of the gable end of the garage, the 1/2" diameter bolts have been replaced with 3/16 tap cons @ 24" o.c. staggered. 3. The design of the covered walkway does not include a fasda, thus allowing for the profile of the rafter and the day barrel tile to dominate the roof's edge. Victor J. Bruce A.LA; LEE '. AP, AR -0017103 President 370 NE 101' Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Cl"iAACt V\ L.1 e'P Phone # Owner's Address Permit No. Master Permit No. O 1 /1 i 7 City State Tenant/Lessee Name Email Phone # Job Address (where the work is being done) 121 '1 l City Miami Shores Village County FOLIO / PARCEL # Miami -Dade Is Building Historically Designated YES NO 1/ Flood Zone Contractor's Company Name . CO �'1 V V> Phone # (5) 5 2. 5J - (14 21 Contr tor's Address ` - ' c� P4JL,tc . City 1 Stat 1� ( Zip_33S__) _70 Qualifier Name LC `j& . r: ‘ Phone # o(eoJ -q State Certificate or Registration No. Certificate of Competency No. L Contact Phone 30\c-fa 57- q 2 J` 7 E -mail H C Q 3 3 >4 " Co LLB Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition EAlteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: V.L) 9, �GLC.i of (tit Ca Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 101,00 00 See Reverse side -5 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 in trument was acknowledged before me this day of ,20,by , day of J'u5201 u,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: l,dk v Doe,/ F/�RLEY My Commission Expires: My Commissions MY COMMISSION # D0 646761 EXPIRES: March 16, 2011 TF FkpR�� Bonded Thru Budget Notary Services ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 7e1 4'451/6 ..C1?-yt Tans Examiner Zoning , 6-"7'° (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Clerk checked • .°°°°°° • • 000000 • ••••• ••••. • • ••••: • 000000 FLORIDA QUALITY TRESS r 954 975 -3384 FAX: (9 4) 978 -8980 3535 PARK CE TR L BLVD POMPAM4 BEACH, FL. 33054 •: 4 The Miami Riverside Center 444 S.W. 2nd Avenue • -4th Roor —.... Miami, Florida 33130 Office Hours: Monday through Friday 7:30 AM to 5:00 PM PROJECT NAME AND ADDRESS: CONTRACTOR/BUILDER: MODEL: o.r.0 STATEMENT: • Telephone Numbers: Main Number. 305 - 416 -1100 - • -Inspection Services Division 305- 416 -1180 Permit Counter Section 305 -416 -1143 Plans Processing Sectonn 305 -416 -1149 Microfilm Section 305 -416 -1140 t- • 1a91 t)Elo. 54 .� ertify that the engineering for the truss listed on the attached sealed index sheet Kaye been des. n. and checked for compl�an.ce ;with t •F„ori.da building code 2D, ' 'The truss system has been de .gn.�� to • rovid.e :adequate resistance to wincloads and forces as req e�. by the.following. provisions: • • ••, • ••• ••• ,.: • :...` LOADING CONamc • •:. O - , T USSES TOP CHORDI VE • - 33-0 TEA CHORD LIVE: . '' QP CHOQQVO: t S'3 TOP OHORD -DEAD: 130TT06dV0K LEAD: t a o. BOTTOM CHORD -DEAD: elOTAL:LO ]•(PSt) SS . JOT L LOADJPSF) STRESS INCREASE: 1. _5TRESS INCREASE: Wind. analysis: ASCE .7$5 1i.P.H: Exposure c atag o ry: :::.: Mean roof height: Com:pputer Program design: . ?attached is a index sheet submitted in. accordance 'th F.A.C: Chapter 61G15- 31.003. The .Rages numbered the are photocopies of the original design and approved by me. , As witness by my seal, I hcreb certify that the above information. is true and correct to the best oz my knowledge and belief. A. YEKTA KAVASOGLU, P.E. FL.REG.#41310 6500 W. RODGERS CIRCLE #8000 BOCA RATON , FL , 33487 MAY 2720i 441100131444‘ hti,t 41' 11C1114 IUlv��tl\ • 0 No 4 'moo • _ o ND: TRUSS I.O• NO: TRUSS I.D. ND: TRUSS I.D. ND: TRUSS I.D.^ :. . "''NO: .• 'TRUSS 1.0. 1. FAME 41. 81. 121. 151,' 2, 82. 122. 152: 3. - 43. . 83. 123. 163.. 4. ' Q, a 44. . 84. 124. 164. • 5. 4 45. 85, 125. 165. . 6. VT 46. 47, 86. 87. 126. 127. i66. 167. • 7, B,_ - :.,_ :. •_4B-._ BB.. 128,_ . 16B. _ 9. 49. 89. 169. 10, 5D,• 9D. 130, 170. ® 51. ... 91..... 131. 171. 12. 52. 92. 132. 172. ® 53. :93._ _.. 173: 14. 54. 94. 134. 3.74. ®• 16. 55. 95. 135, 175. - • 55. 96` 17.6. ® 1B. 57. 97. 137. 177. . 58. . ...9B.: 178. 19: . : i §. • • . .99.. 17-9,• • • • • 20. . ''60;;. • • .• 100.. . .; 140. :- .. 113°..1111111a 21, • o ' j • 22. ' 23. 63. 103_ _ • • .. 24. 64. 104. �••"•• 25. 65. 105. 145-, 28. 68. 108. 16 .-. .148 • IMO 30. 31. 71. 111. 151. • 191. " 32. 113. 153.' 193, 34. 74. 114. 154. 194. 195. - 35.. 75. I 115. 155. 36, 76, 116. 156. 196. 37. 77. 117. 157. 197. - 38. 78. 118. 158. 198. 39. 79. _ . 119. 159. 199. 40. 80. 120. 1 160. 1 • 1 200. I A. YEKTA KAVASOGLU, P.E. FL.REG.#41 310 6500 W. RODGERS CIRCLE #8000 BOCA RATON, FL , 33487 MAY 2 7 Q . AoCTA 00 so- 2010 8,��f �t+8�'+ • • � a 1 1 • :• •• . • • • ••• die ••• • •••• •••• • • • ••••• FLORIDA QUALITY TRUSS 3120 N.W. 16th Terrace Pompano Beach, FL 33064 Main Office:1 -800- 331 -6994 AItPh:954 -975 -3384 - Fax:954-978-8980 flgt @bellsouth.net - Customer Information: Name: F&F CONST. Contact Flinn later Address: City, State, Zip: Salesman: Fill In later Designer. DEREK Engineering -List Job #: 10140 Date: Project Information: Name: PAZ RESIDENCE Address: 1291 NE 2ND ST Reglon: Dade City, State, Zip: MIAMI SHORES, FL Notes: 1 Loading: TC BC LL 30 0 DL 15 0 Engineering List Seq. Num. Qty Span Description Truss Slope TC/BC BDFT OH - L OH - R CANT -L CANT -R STUB -L STUB -R Height • ••.:1 e'..15-0o-0o Al 3.00 0.00 22.67 00 -00-00 00 -00 -00 00 -00 -00 02 -04-08 ••• • • • • • • •• • •'. 47.60 Ibs. each � 2x4 / 2x4 136.00 00 -00 -00 00 -00-00 00 -00 -00 • 2 Z 15 -0040 • AlA 3.00 0.00 22.67 00 -00 -00 00-00 -00 00 -00 -00 02 -04-08 • • • • • • • • • • 47.60 Ibs. each ••• 2x4 / 2x4 158.67 00 -00 -00 00 -00-00 00 -00-00 ••••• •- •• • • 3 6 • 13-00100, i/14,2 3.00 0.00 20.00 00 -00-00 00-00 -00 00-00 -00 02 -01 -08 . • ' • • • •. • • • • • 42.00 Ibs. each 2x4 / 2x4 120.00 00 -00-00 00 -00-00 00 -00-00 - • ••••- • 4 • 1 13- 0011D• •A•2G 3.00 0.00 49.33 00 -00 -00 00 -00 -00 00 -00 -00 02 -01 -08 • • • •. • • • o • • 2 -Ply 2072 Ibs. each ��, 2x4 / 2x6 49.33 00 -00-00 00-00 -00 00-00 -00 5 ..."1, 03-11 fl8 -A/4 3.00 0.00 4.00 00 -00 -00 00 -00 -00 00 -00-00 00 -06-00 • •' • • 8.400 Ibs. each . 2x4 / 2x4 4.00 00 -00 -00 00 -00 -00 00 -00 -00 6 1 08 -00 -12 V8 3.00 0.00 9.33 00 -00 -00 00 -00-00 00 -00-00 01 -00-00 19.80 Ibs. each = " -.- 2x4 / 2x4 9.33 00 -00 -00 00 -00 -00 00 -00-00 7 1 12 -00 -12 V12 3.00 0.00 15.33 00 -00 -00 00 -00-00 00 -00 -00 01 -06-00 32.20 Ibs. each �� 2x4 / 2x4 15.33 00-00 -00 00 -00-00 00 -00 -00 _ Page 1 of 1 •• • • • . • • • • • • •••••• 0000 • ••••• •.j1•• • •.••.. •• • • • 1 • • ••••• • • ••••• .••j1: • .00j0.• 000':0 • • .••j11 ••••. ••o.. • • 0.00 •0.•• • ••• • • 000000 • ••• • • • • 0•••• •••••▪ • ••••• Job:(10140) /A1 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non - concurrent live load. i PLT. TYP: WAVE 12 3 .. TIT • • •• •: •op • • • : • :HI$DWIi. POLIPARIKWY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • 41 • 7iatriittivi :15 0 ft m�n hgt, ASCE 7 -05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL =5.0 psf, Wind reactions based onMAMVFRS pressures. • • • • • D6flectlo meets L/360 live and U240 total load. • • •• •• JJ i •• • • • • • • • • . • .••.•. •••••• ..•••• •••• • .•.. .••••• . .0.00• •• • • • • • ••••• • • • '0000 ..•••. . • .•••• •••'.0 . • • 000000 ••••. 0000. • 00000 ▪ • •j• 00.0 • • • 000000 •••• • • Job:(10140) /A1A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 • •• •; ••• • • • • • • IHl$ Dtl•1'O. PJj,AROh.DBY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • • ray • • • • • • 147 &iDL 5.0 .1 ft m�n hgt, ASCE 7 -05, CLOSED bldg, Located anywhere In roof, CAT 11, EXP C, wind TC DL=5.0 psf, • •• Wind reactions based on MWFRS pressures. These gers and support conditions used at bearings indicated • ¢(1) =dTV (KC) ATY29 w/ 0)2x6 SP #2 Dense supporting member. • Su ortied �lenlb!r Fapp: ) 0.131"x1.5" nails • Su oiling Mem er Fate: 44) 0.128"x3" nails • • •Su gpftng Mem�er (4) 0.128'5x3" nails ••• • • H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist thatrawire • • different connections than indicated. Refer to manufacturer publication for additional Information. • • • • • • • • • • Bottom chord checked for 10.00 psf non-concurrent live load. • • • • Deflection meets L/360 live and L/240 total load. 7'8° •• • • • • • • el* • eel 85X6 TB° R=833# U=41 PLT. TYP: WAVE RL=36/ -38# W=8" DESIGN CR T.CUSTOMJTPI.2002 FT/RT=20%(0%)/ 1(0) 15' QTY= 7 TOTAL= 7 R4131# U H =H1 SEQ = 110039 REV. 10.01.00.0505.13 SCALE = 0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 976 -9980 3633 PARKCENIRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW AU. NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabrieetlnp handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety IMormatton, by TPI and WTCA)) for safety practices prior to performing these ha:eflons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top clod shall have properly attached structural sheathing and bottom chord shell have a properly edached dgld ceiling. Locations shown for panwunrt lateral heshahrt of webs shag have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates plate positions. truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16 P 0A -Z for standard ITW Building mpo Group Inc. shall not be responsible for any deviation from this drawing, any fall re to build the truss br conformance wtth ANSUTPII11, or for handling, shipping, Installation & bracing of lases. A seal on The drawing or ravere page of is drawing to drawing, Indicates ath erespo of prMof the B engineering in nerper ANSIt solely 1 design shown. The euitebinH and use of Oda dreyring for any structure le the resporotbmH o} the Butidlrh9 aysurr For more Infornatlon see Ods Job's general rotes page and these web sites: RWBCG: www.itwbcg.com: TPI: www.tptnstorg: WTCA www.sbcindustry.com ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf 0.0psf 55.Opsf REF DATE 06-07 -2010 DRWG O/A LEN. 15 DUR.FAC. 1.25 JOB #: 10140 SPACING 24.0° TYPE COMN •• . • •• • • • • • .••••• •••••. .•.••. ••••. • ••••• ..•••• •• • • • • . • ••••„ ••••. ..0000 • • • ••••. • • • •••• ••••• :.•••• • .0••o• • • ...... .0000. • ••... • • ..... • • .0j00• Job:(10140) /A2 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non - concurrent live load. 6'r • •• •• ••e • • : • ;HID DWI& Pl4PARNIXBY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • • • • • • • SindrBORDLS5.0 psi* • • ••• Wind reactions based on MWFRS pressures. • • • • •l�eflectigp meets L/360 live and L/240 total Toad. •• • • s • • • • •• • • •• • ••• • ••• • • • •• • • • • • :147 15 Daft hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL=5.0 psf, • • • • : • • • •• • • • •• ••• • • ••• ••• •• • • • : � .• . . •• : • ••• • • ••• ••• E5X8 ll1.5X4 R=72' # PLT. TYP: WAVE U =354# RL =31/ -31# W=8" 0801914 CRIT=CtJSTOMITP1 -2002 33/131 ,2014(0%y 1(0) 13' a3X4(A1) QTY= 6 TOTAL= 6 F =721# L =354# W=8' SEQ = 110042 REV. 10.01.00.0505.13 SCALE = 0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978-8980 3033 PARR CENTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabrica8rw, I,u.ffi1,y, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Infonnatr!i by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporaryy bracing prerrlBCSI.n�Unless r otherwise ptoorpmcehnorrddshall have properly attached structural sheathing aadndpbboottom chord shall ha-e a 87 or B10. as cable. Apply plates face off truss and poste shown above � on�the bracing Details, tutees noted otherwise. Refer to drawings 180A-Z for standard plate positions. ITW Building Components Group In shall not be responsible for any deviation from this drawing, any failure to build the buss in conformance with ANSUTPI 1, or for handling, shipping. installation & bracing of trusses. Ib@ty sot Anal n. Th drawing b suitability and use of page listing drraw rig am/ structure Is the r acceptance l ty of tins Building Design � ANSUTPI 1 Seec.2. design shown. The s For acre luftnillidbn see this Job's general notes page and Base web sites: ITWBCG: wwwitwbcg.com; TPI: www.tpt sk.org: WTCA kwrw.sbdndushy.com ICC: www.lccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 06-07 -2010 DRWG O/A LEN. 13 DUR.FAC. 1.25 JOB #: 10140 SPACING 24.0" TYPE COMN •••• •..•. •• • •• • • . • • • :..•.. . •• •• • • ..•••• ••. ••••• • 000000 • • • • • . • • • • .•••• • • ...... ••... ••••• .•••• • • • ••••• • • •••.•• Job:(10140) /A2G • •• .; ••• • • • • • • jHl� DAL P11 ARBDIBY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • *2 Cdljpjete Tru$ses Required • • • • • • •.. • Nall Schedule:0.128"x3 ", min. nails • • • • • 1 p Chord: 1 Row @12.00" o.c. • • • • (QM Cti1itl: 1 Row 4 325" o.c. • • • • • Webs.: Row @...4" o.c. • • • • • ese epuarsp9Cing hetw4h news and stagger nails • , heath row to avoidrspl g. • • • • • 147 mph wind,15.d0•t mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT U, EXP C, wind TC DL =6.0 psf, wind BC DL =5.0 psf. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 Dense Webs 2x4 SP #3 Special loads — (Lumber Dur.Fac. =1.25 / Plate Dur.Fac =1.25) TC - From 91 pif at 0.00 to 91 plf at 6.60 TC - From 91 pif at 6.60 to 91 pif at 13.00' BC - From 10 pif at 0.00 to 10 pif at 13.00 BC - 831 lb Conc. Load at 0.73 , 2.73, 4.73, 6.73 8.73, 10.73, 12.73 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 181 W3X6 S 4.00 i •• • • • • • . • • . �(Vin�l t@act� used on MWFRS pressures. • • • : : • "De�ilbn gets LPP0 live and L/240 total Toad. • . •s• e•. H4X5 PLT. TYP: WAVE •- 6"12 i~ 2' 631® R =3459# U =1773# W=8' 831Y 2' DESION CR T cuSromrrvr -2o2 FTnxr =zo%co %v f(0) 831# 2' 2' _j m1a QTY= 1 PLIES= 2 TOTAL= 2 2' 834 2' 831@ R=3688# U =1876# Wes" SEQ = 110046 REV. 10.01.00.0505.13 SCALE = 0.5000 FLORIDA VALE TRUSS TEL: (954) 975 -3384 FAX: (954) 978-8980 365 PARK CHORAL BLVD. POMPANO BEACH, FL 33064 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO AU. CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, stdpp , InstaMng and bracing. Refer to and follow the latest edition of BCSI (Building Comport Safety hdu,nmturr, TPI and WTCA)) for Safety practices prior to performing these functions. Installers shall provide temporary abrraccinggdper BCSI. Unless otherwise, top chord shall have properly a8ached structural rlsslhea6rNg and bottom chord shall hare a B Tor 610. apptcablte. Apply plates to face of truss and tpositon as shown above and on the Joint Detais,�untess�ted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shat not be responsible for any deviaton from this drawing, any failure to build the truss In cordon ...I with ANSVTPI 1, or for handling, shipping, hrstellaton & bracing of muses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of engineering �s ty eolely� design shown. The sultablllty and use of itch drawing for any structure Is the r� of the aaidsg surf For more Information see this Job's general notes page and these web sites: ITWBCG: www.Itwbcg.com: TPI: www.tptratorg; WrCA• www.sbctndustry.com: ICC: www.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.Opsf REF DATE 06-07 -2010 DRWG O/A LEN. 13 DUR.FAC. 1.25 JOB #: 10140 SPACING 24.0" TYPE COMN • . •••• . • • • .••• • 11 • •• • • • • •• • • • • ••••• • •••• •••. • • • • •0•0•• •••• •• •• • • • • 0 • • • • • • • • • ••••• • . •.. • Job:(10140) / V4 Top chord 2x4SP#2N Bot chord 11112 Deflection meets U180 live and L/120 total load. Shim all supports to solid bearing. 1 PLT. TYP: WAVE 01 3.- a3X4 • • •: •• • • • • • • :HI: DWG. P •PARSDBY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • ir 1 11 12 • •. • • • • "' 1yAlIN� : WING DL gREATER THAN NON -WIND DESIGN DL.'""' • • 147 mph wind, 15.01) ftauftigi hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. • • • • • • Wind remotions based on MWFRS pressures. • • •• •• • • • • • • • • • • • a1WF• S :ad6 • bag •tl on 1#r located at least 7.50 8. from roof edge. • •i• ••• • • i ••• • • • • • • DESIGN CRIT- CUSTOMrTPI -2002 r rIRD.20 %lax )/1(a) QTY= 1 TOTAL= 1 SEQ = 109455 REV. 10.01.00.0505.16 SCALE =t0000 FLORIDA QUALITY TRUSS TEL: (954) 9754384 FAX: (954) 978 -8980 %33 PARK CHYME BLVD. POMPANO BEACH, FL 33064 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINOI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating. handling, s lug hutdleng and bracing. Refer to and follow the latest edltton of SCSI (Building g Component Safety Intorm:6on, by TPl and WWCA) forf rpsatety practices prior to performing these fungous. installers stall provide temppo:nadryy ebrraaci bracing pderrBCSI. Unless o ogrerwlse, top ctrord shall have properly attached structural sheathing and pbottom chord shall tar's 5 or 810. as applicable own foceiling. bracing of and position noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from tits drawing, any failure to build the truss in conformance with ANSIRPI 1, or for handling. shipping. Installation & bracing of trusses. A seat on this drewirg or cover page Iistng tllls drawing, Indicates acceptance of ptflonal engineering responslblllfy solely for the design shown. The suitability and use of this drawing for any structure Is the respoin illy piths Building Designer per ANSVTPI 1 Seat For more hdmnwtton sea this lob's general notes page and these web sites: ITWBCG: www.(rwbcg.com: TPI: www.tpinstorg: WTCA: www.sbcindustry.com; ICC: www.lccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 0.0psf 0.0psf 45.Opsf REF DATE 05-07 -2010 DRWG O/A LEN. 31108 DUR.FAC. 1.25 JOB #: 10140 SPACING 24.0" TYPE VAL 1. . • •• • • • • • • •• ••• .111.1 •••• • • .11. • .11••• •• • • • • • • •••• . • 1111 1.1•• • • • ••••. • 11.1 1.1• • • 1. • •••• •••• • .111 Job:(10140) / V8 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 7.501k from roof edge. • • •D•6flecflog meets 1/180 five and L/120 total load. • • ••• • • • • • • • • •• • • •• •: • • • • • • . • •• •• .••••• ••••• •■••• ...... •• • • • • • • •.... :••••• • • • ••••• ••••• • • •. • • • • • •••• •••• • • :0000• • • • ••••• • • .0000• 00000 • :•0.00 • • .•••▪ • • • .0000• Job:(10140) / V12 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4SP#3 Bottom chord checked for 10.00 psf non - concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W1.5X4 S 2.25 1 i PLT. TYP: WAVE �— 1'2' 410° • • • • • • • • • • • :• • •: • • ••••• ••• ..• •• • • • •• •••••• 0000.. • • •• • • •"'•o •••• • .... 000000 ••••. ;••'0 ;..••; ••••• • • . ... 0. 0 • ••••• •••''o '..•• •. •••• • •••• • •••• OCTOBER '1, 2006 • :••••� • • • 000000 • ••••• • 00000 • • 0000 •.•••• • • • • 000000 MITek Industries Inc. • • • WEB BRACING RECOMMENDATIONS ST- WEBBRACE MiTek (Mashies, Chesterfield, MO Pagel of 1 X- BRACE BAY SIZE 24 °O.C. BRACING MATERIAL TYPE A B C D 1D'.D' 11310 1Z4r • 1342 1150 16'-0' 1DDB 18' 40'° 13@4 605 1883 1572 1347 1175 1045 D43 1BBB 2825 1572 2258 1347 2021 117B 1788 •1D48 1572 843 1414 MAXIMUM TRUSS WEB FORCE (lbs.) (see note 7) 48 °O.C. BRACING MATERIAL TYPE A B C D 7?° O.C. BRACING MATERIAL TYPE C D 3 4715 `Bey size shall be measured In between the centers of a pair of diagonals Cr bracing, TYPE BRACING MATERIALS ••• • • A •• 1 X4 AID.45 SYP -OR- 1 X4 62 BBB (DF, HP, SPF) •eB. • ••• ••• • ••• •. • • FOR STABILIt:e ••D s 2X363 , STD, CONST(SPF, OF, HP, DRmil •• • . • 2 X 4:3, BTD,?EDNST (SPF, DF, HP, DR Sr) • • � •••••. 2. 09 D: • BETTER (SPF, DF. HF, DR SYP) • • • • A DFRfta MUNRO:VIAB1uz1RTRu,s WRA@a AMMO CAN BE A,•, CARD D BRAC>CsISCravAL. CRC= BMC1Na FORBTABe.@:P.B • ARETD BE OGEE MCP= ABOVE WHERE CHARRA= BRACCO REDIJD;ID ATPITCR CLOOMERS WRSHE REPLACED MOM= SEE'6tABLOsor • • 1RUSE • ACIDEAND MOD=SPECIR1CATe1t • • .:.. • •'CtpDE1/1AL BRACE GENERAL NOTES 1. CIAGDN& BRAGDM 6 RMXIMED TD TRAtSFERM 1216u .A NE LAMA. BRACE PO= Barb THE RCS DIAPHRASdL THE DIAPHRAG11 RID IE;1 PM Dl1ALi'1ED 3. MESE CALCULAMS ARE pk.ssoDNLATEfW.af AcECARRYWGYbDF THE WEfi'PpR� 3. DlAMDRA1.3PP, i i MATERIAL WET SESAME S¢EAFID GRACE TEi,A THE =gut num AT ARM= 66REe6AN DENAILBERAMATWeimeANDEAQr INI=NEMCM mat @.1 0NO2) FDRb4BRACES. 2- 1DdI 0ITTFDRJet1:4BRAG.AND3- 11mromIrgr) FOR3Ru L coexecrucreze. BAmToEACITRIMS WH3d IroAC uTW MOM, 2-I IG.LTt3HA46 FDR3s1 a3i4 LATERAL R7:E, 3. 16tie -4 ) POE 36 LATERAL BCEi E =MUM= SHOULD BEGONimae1sANDRIC = OVERLAP AT LUST OM POE COM= MSS VACS E FDRADmCIDNALDLIDANc REGAIDeS Dmix AND DeTALLATIDN OF immix Mae= D6B -33 Tamp= Me=DFsimw_RlTECLFacmemooT ANDat91 -D7 =ETD GD® PRAM= PDRHANDLWQ.lemulDm a. ERA RR DF NET&PUCE CaNN=TED WDDDTRL1561 MINTLYPRDDLICED w= Tm1SS retua6.DFAEE erAtro ams PLATE e.armas. werestractutacom andwse4Instm0 T. REFER To Emm cIR lms DEmel Dmvole MOIRES REIMER POEM. TAHI6ATID VAUEE ARE BADED DRADos.. Vs i••• • •• • • • • X- BRACING (RECUIRED FDR72'D..) FOR 24'AND 43' D.C. EINGLE DIAGONAL 13 Si. • (One le@ of :Arnim shown dashed for drawing clarity. This 1e@ will require horizontal blocking new to the lap an bottom chord so It ettaehee to the brace plane.) This lydnme36rn Is provided es a recommendBBDn to assist In the requirement for permanent brainy of the Individual truss web members. Addlt1Dnel bracing may still be required for the stability Df the overall roof system The method shown Here Is Jud one method that can be used to provide etabifty a@Blnst ueitBng. TP•USS W -T...• LEMBEPS ti 0 CO 0 •• • • • . • • • . • •• •• • • .••••• ••••• ...•.. • •• • • • • ;...•• • • • • •••. ..... • • • •• • ••.... •,...• 00000 • 00000 • • ,...•. • • • 000000 Trusses are not narked In any way to teencry tine rrequertty or Incatkm of temporary lateral restraint and Megonel bracing. Follow the remmmendatt ins for tending, instilling end temporary restrehdng and bracing of trusses. Refer to j3CSI Guide to Good Practice for Jiandtina._ Rino. Rue tralnha & Bratina of m elonnected Woad Trusses for more detailed information. Trust Design Drawings may 5pedty ins of permanent lateral resbelnt or reins t for individual truss members. Refer to the P[S1 -63 5.ant ary pit - Permanent Restraint! rednm 121 chard; & Web Members for mere information. All other pesmenent bracing design is the . responsibility of the Bu11dang Design LDS cuss no PSTen narredDS tale Nnguin mom qua tientitique frealands DInsoifmdindarua46r&lateral y erre:sin diagonal tnpraba. Use las recemendadones de name, kstakddn, rathtdin y eniestre temporal de ke 'Tussle. Vea el fdlem pC31 Gulls de Buena Pry pare el Mani. instate. Retried/in v Arrlostre_de be 'Busse de Mertens true madin mss deter. dD5 con Plates tie Kett pea Los ellbujes de disarm delos trusses pads espna r las Ictabadones de rest/bite labs' peranene o refuerm an Ica mtemhros thdivtdtsles del buss. Ves b heje rsumen ji13T -B3 - Restriaiin!Arrlestre Pannanente nerds v Remises Seamdete pare mss hdsmadbn H ream de los deers de airiestres permanents son le respansebmdad del Dlsefador del Effete AThe =sequences of Improper handling, erect- ing, Installing, restraining and bredng can result In a milepse of the structure, or worse, serious personal injury or death. E1 rrsuitde de un manejD, Ievantandento, Instaladin, restric ddn y =tare a boorrecb puede sec la aide de la esbuditre o emir peer, heridos o muertDs. 6 Banding and truss plates hew sharp edges Wear gloves when handling and safely glace when muting banding. • Empeques y plass de metal liens berries attacks. Use gustntes y lentes plebeians caret mrte los empties. HANDLI G 1..y�d lateral "•"�ivi' Evite le fledin IateraL L2 • • •.•••• ••• •,,; • •••• • • ri ._ • • • •••••• • MANE] 0 :••••• • •• •• : :... •••••• • ..... A The conmer Ls tesponple for peiy recejft,emieerling undssteetitette buses at edg• • . • 13 mntratiste bent le respensabi lded de • recibi , descarger y aimecener edearada- mente les trusses en le Dbra. • • • • •• • •••• •• ElIf buses are to be stored horizontally, pine . blocking of sufficient height beneeth the stack, of trusses at B' to 10' on =tr. For susses stored for more than one week, cover bandits to prevent molstrae gain but allow b r ventilation. Refer le BC51 Gulde to Gond PrectIce for }Iandiinte lnstaiffno. Rtstralnlnn & Bredno of Merni Plate Conrthed WDOdTnmses for more detailed lithe mutton pe elntng to handling and jobske storage of muses. -- Eve 4 ® Use special care in windy weather or near power linos and airport;. Spreader bar fortress Lidllce a>idedo medal an dies ventesos D cars de cables electric= o de aeropuettos. S los truss estaran guardedas horizon• talmeiite, purge hie:ueand) de allure sufidenta detres de le pile de be busses. Pare trusses guardads per mss de una semar>a, tutu Ies paquetes pare prevent eumenm de hu neded pero pertnita vents• md8n. • Vea el Mete ECM Gut de Buene PricN® Oars d Menlo. Tnstetad6n. Reslteclin v Ar- 'tiosb•a de los TntssPC de Metiers Conectadte rreieJi FJtliEtdl pare informedon tic detallede sett el numb y almacanado de Use proper rig- Use equdpo aprapiado ging end hoisting pars 'events e equipment improvise Wamingl Don't overload the cane. L4dvertendel INo sebrecaarge Ie grit' Never use bending alone to lift a bundle. Do not lift a group of individually banded bundles.. Nunn use silo IS empeques pare levantar un paquete. ND levant un gntpo de empaques individuates. A single lift point may be used for bundles with truss up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 Rft pokrts for bundles with trusses greater than 6D'. Puede user un solo luger de levenler pare paquete de busses haste 45 pies. Puede user dos puntos de 'events pare paquetes nub de 60 pies Use por lo rnanos tres puntos de levantar pare paquates mss de 61) pies INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION FOR LA MANO DE TRUSSES INDIVIDUALES yQ Trusses 2D' - - RI Trusses 3D' or or less, sup- lass, support at port at peak• quarter points, I % Levant Levante.de 1 del plm los Ios warts trusses tru de de tram los �I 2D Pies o I . Tnsses up to 2D' 4.- truss de 3D mss. Trusses haste 20 pies pies omens. Werrtingl Do not over load supporting sbuch re with fuss bundle. IAdvertendal No sebremrgue le estrus: • apeyada con el paquet de trusses. ElPeace truss bundles In stable position. Ptse pequetes de tresses en una pasir est biz. 4 1~ Imo- Musses up be 30' Trusses hest 3D ph HOISTING DE SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDL leiv Hold each truss in position with the erection equipment until bp chord temporary lateral rest ILI Is knsteled and the truss is fastened to the bearing petnts. 5tstenge code truss en posldin•con equips de grim haste qua la rstri¢Iuln tenet temporal marde superior Eli Instalado y el buss esti esegu ado en Ins smarts. A WamNgl Using a Angle pie-paint at the peak ®n damage the truss. . IAdvertendei H use de un solo lugs pare Wants an el plm puede lacer defio al truss HOSTING REWMMENDATIDNS FOR SINGLE TRUSSES RECDMENDACIDNES PARA LEVANTAR TRUSSES INDIVIDUALES 'ratable iacale aptaad• bar Edam orsiffimct add -tuath Attach 10'o.e T Do net store % y unbraced bundles uprI ht No obscene verlittknente ms trusses amens. ns. •1 Do not store on l� uneven ground. No abnecene en tlerra.desIgurel &Qrumim bar plc to 314 Irua fangpi TRtUPTO AND OVEN 60' TRU33 NA;rA'r SDBRE 6D Pffi TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL A Refer to leCS1 -B2 Sumrnary Sheet - Truss kelellaUai & Temrmrary RPenralnt/Btadno for more Information. Vea el resuonen 0 ST 82 — Restrted6n/ prrlastre Temporal v lnsteladin de is pare mss khfermedcn 1pf Locate ground braces he rust truss directly In Dire with ell rows of top chord ternperary tat eral restraint (see table In the next corms). Coloque les arritL-tres de Bern pare el primer tress d lradamente en &sae eau bade um de Ias Sas de resbican lateral temporal de le oierda superior Ives le table en le prixtma column). 61 Do not walk on unhrecad �V tresses. No aiming en tosses >a wane. •• • • • • • • • • • • . •••••■ .••1•• ••••. • •••• .01•• •• •• • • • . . • ••••. • •••• r•0••• • • • 1111 • •.,,,„ :.•.�• • • •• • • • • • •••• ...• • •e.•• • ..1••; • 0011;• •0j11• •1•• ••, .0••• • :1111: • 0.1•:• • • .AS rv1tuw .s Lit LA 1rv5IALLf4LLoN DE LOS TRUSSES a 3 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses sari short member temporary lateral restraint (see below). 4) Install tap duud diagonal bracing (see below). 5) Install web member plane diagonal bracing to steb@ee the first five trusses chord (see below). 6) mean bpttam temporary feral restraint end dragons! bracing (see below). 7) Repeat process an groups of Four trusses until ell theses am set. 1) Instate Its arriDstres de Dena. 2) Instate el primp= truss y ete seguramente al artiostre de terra. 3) instate Ica prdndrnm aabo trusses can restricton lateral temporal de mlembro mrto (vas abajn). 4) Instate el aniastre dlagm al de la oierde superior (veer abajo). 5) Isola arriostre diagonal Pam Ira plans de Its miembrm Inn mda Ill s pare astable los primeas dnm busses (vea abejo). 6) Instate la restrlcd6n lateral temporal y lydostre dlagtmal pare Is nterda Inferior (vea abajo). 7) Repita sate procedhnlenta en grupa$ de metro trusses haste que Indus los trusses eaten Instatados. DRefer to 8611121rmrrtero Sheet -T insmllatfon & hmnmaru gestratn: ' fur MOM information. Vas el =amen frcSI -B2 • lastalat16n de Trusses v Arrtostre Tamara! pars mayor hrformeddn. PSTRAINT /BRACING FOR ALL PLANES OF TRUSSES L RFSTRICCIf N /ARRIDSTRE EN TODOS PLANDS DE TRUSSES, 6 This restraint & bracing method Is file aB buses ereept 372 and 4.12 parallel chord trusses. Este mitres de restriction y ardnstre as pare todo truss BnrLepto busses de warder paralelas 3x2 y 4x2. ) TDP CHORD — CUERDA SUPERIOR • ••• • •. •..' ;haunt a tun: @t r ttt tr}ta tt tt pies • Truss Span Longitud de Trams Top Chord Temporary Lateral Restraint (TCfLR) Spacing Espaciemierda del Arriostre Temporal de le Cuerda Superior Upt30' Fiesta 30 pies 10'o•cmax. 10 Ales mtj 3D' to 45' 301.45 pies iF p.c. max. B pies nir3ximo • 45'to60' 45 a 6D pies . Eo,cmax. 6 pees maxima 60' to BD'ti in B BD p(eso• • 4' De men, • 4 pies Wed= • • See Ink ferC71R raglans. •••••• Vera el EC212 pare les trios dellrcTLR. • • • Fa.' IIMMER A Tent ' • • • • •••••:��9rGable clnel • • teass�iit�Jbbrrea rebdnrmenrrt information. • •••••• • plans ; � .� : sabre LA RE` rR2CCIt)N Y EL ARRIDSTRE PARR TRUSSES DE CUERDAS PARAL n e 3xz Y 4X2 ® 5umrr�roBa7 Dia1DDei Braving Temaorary & Per- Repeet 5 truDttel Btactng � �'�- dal' 15 bums spaces r Brain IAA 111� more n. Beni �� `-i B>3T -BT _ Ram,. Apply Mist Braes to i11in'`� verbal webs et end of Termer& v �" wring Ail Incises! Reshsitif8 PeMBITBrte de bPPed sd least loll intsses Trusses de drerdes _ she irdonrmrd ads Temporary i and ;Peeing du 1R or INSTALLING - INSTALACiON C7! Tolerams for Out-of- Plane. IJ Tnlerandas pare Were -de- Plana. ®4 .. �th Ldez Boa Maros oth —►�� in Tolerances for uI Out-af Plumb. Talerendas pan Otg Fuera- de- Plamada. CONSTRUCTION LDADING — A Do not promed wilt construction until all lateral restraint and bracing Is seaway and propsfy In plats. No proceda con le mnstrucdbn haste que tots las restle- d:nes��leltteraies y fns na�sb es estsn mto®drs en foram aptaplade y segura IC1 De not emceed maximum state heights Refer in Ewa lY Srmmnar tic( mure information. No meth der las m6ximes ebuas rxnrnendadas. Vise el resrimen gaBiCamg_dgsgrommik Pam mayor tdortnad6n CARGA DE CONSTP.UCCON • • mfueitt• • • s ••••••' Pore e bestial Ira � lam. —R1e • •• Grarnd bracing not shown for clarity. Berndt_ de [sadder@ v ) WEB MEMBER PLANE — PLANO DE LDS MIEMBRDS SECUNDARIDS 1 liRapeat d(agDnal braces for each set of 4 trusses Rpns ]r$ errtsob-es diagonals pare tuba gr upo de 4 truss. ATERAL RESTRAINT . DIAGONAL BRACING IRE VERY IMPORTANT LA RESTRICCIC N ATERAL Y EL IRRIOSTRE )IAGONAL (DN MUY MPORTAHTESI Web Menbes Brame i 10'•15' trim Same spacing as bottom chord feral Restraint ) BDTTDM CHORD — CUERDA INFERIOR Bottom Chords Brans Diagonal truss spaces RD' t ) D SDme chord and web members not shown for clarity. greats gipped over two truss. = `� � s' Bottom ChLECIS ID t� spares ) Some sherd and web members 6) Do not overload srreli groups or atngie trusses. lY No mbrecargue pentanes Drums D throes hhdMduales. 6) Never start natart peak. als near a pea Nun® Erma = material cars del pica Place loads over as merry truss as possible [plaque las cargos sabre tames hems comb sea pas blp• C7i PDatUDn loads over bad bearing walls LJ cmiprille les camas sabre las parades soportantes. ALTERATIONS — ALTEPACIONES _AI,,, inerr .l Refer to Bt3T -65 Stmnnary Sher • T.0E Damaep Tin m, .._� t_ .. to Ej n:>u Veer el merman BCST-85 Qefipa de tatrsse5. MDdtfimcp ,,,, a Obra z 6) Do not nut, alt; or drill any structural member of B buss unlem ‘-v ape fly permitted by the Ines Design Drawing. ND tart°, Elbert o prime Nngim tnlelTnbro estn tml de Ills _ b, s, a menus que estd esp�fiimmerde permltido en el dtbuja del dlsere del truss, A TnBES that have been overiaaded during construction or altered without the Truss Manufacbr prior approval may render the Truss Ma erfatttaer's Drnfted warranty nun and void. Trusses previa del F reado dwelt e b mnstiuWOn a hen skip altmados stn tam everts Trusses, pueden redudr o elimber h Baran& del Fabritante de Tnass NDTh Tae Teas Plerndmeser end Thser rest e'rely m the pneserstimi that ere Contactor MI Dm ageism insomee � mdomrou cu tDml»IIs.Tmrtrtt ®Q mRle ndinBBdnosmane Waned menaeetaDmmuse ramaedPeIFTheBmtlmdcend1»> Tema to n, mei truing hems � �madn: trrm,�tesr<F padinchd with sus ;Mx*.n�ndemse end hemiI mr,btm due toerentue *h involved, e ¢ be rn meee d for ea g d tear equIvaltot =thuds hir neasanbnihnsb• mid pm*, =key ha Bs mat, when; Wu, reale end et the irdaye seumnd m commix= es dehim6ed by ne Cares=Tma. MTh end TP! trimly eqmsgly bum the a rebate ca ere r®mamnieB� and roil her Mae fer I ppp TRUSS PLATE TN57ITUTF ��4 Wl 39'739 Z]e Y i e a m. .. . �.. .•. • • • • • • o •••••• ••••. • •••• •••;•• •••••• ..••• •.••• 00000 • • • ••••• ••••• • • • ••_ • •...• • 0000 • • ••••• .••••▪ • •...•• • 00000 • :•••'; • •...:• •••• Approved Rejected ❑ Submit Specified Item ❑ Approved as Corrected • Revise and Resubmit This review is only for general conformance with the design con ept of the project a.nd general compliance with the information given the Contract Documents. Corre= iit.ms Jr comments made on the shop drawings during this review do not relieti t contractor f uai compliance with the requirenmnts of the and specifications. Approval of a spe;itic itecr: shall not include approval of an assembly k.,f which the item is a component. Certr°.ctor is responsible for: dimensions to he confirmed and correlated at the jobsite: information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coord; nation of the Work of all trades; and for performing all work in a safe ^rd sa isfac..ry : annex. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) 7:3 )I i'f IIPf 0 5. 2fl MIAMI -DADE COl1N FY; METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinEcode Amarr Garage Doors 165 Carriage Court Winston- Salem, NC 27105 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 Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Model 500 Classica 1000/2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC- 5309 - 185 -21 -I, titled "Model 500 Classica 1000, 2000 Flush and Bead Panels", sheets 1 and 2 of 2, dated 09/11/08, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, 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. MISSILE IMPACT RATING: Large and Small 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 f 1n s ere has been no change in the applicable building code negatively affecting the performance of this of this NOA will occur after the expiration date or if there has the materials, use, and/or manufacture of the product or process. Misuse of this N s As�': nd •�" em t f any product, for sales, advertising or any other purposes shall automatically termin : i O ail to comply with any section of this NOA shall be cause for termination and remov ADVERTISEMENT: The NOA number preceded by the words Miami -Dade by the expiration date may be displayed in advertising literature. If any portio it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man gy efo its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0312.06 Expiration Date: April 29, 2014 Approval r ate: April 29, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 5309 - 185 -21 -I, titled "Model 500 Classica 1000, 2000 Flush and Bead Panels ", sheets 1 and 2 of 2, dated 09/11/08, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24 ga steel garage door Model 500 Classica 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01 -08, dated 10/07/08, signed and sealed by David W. Johnson, P.E. 2. Test report on 1000 hours salt spray corrosion exposure comparison per ASTM D1654 (ASTM B117) of G-40 painted and G -90 steel panels, prepared by ETC Laboratories, Test Report No. ETC -07- 816 - 20337.0, dated 03/24/08, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Anchoring verification calculations, prepared by Structural Solutions, P.A., complying with F.B.0 2004, dated 01/06/09, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of code compliance and no financial interest, issued by Structural Solutions, P.A, dated 01/06/09, signed and sealed by Thomas L. Shelmerdine, P.E. Carlos trera, P.E. Product Control Examiner NOA No. 09-0312.06 Expiration Date: April 29, 2014 Approval Date: April 29, 2009 E -1 11 GA. MN. aiPERCIAL RIP ROLLER BRACKET ATTACHED V/(4) 1/4' It 3/4' HEX HEAD SCREWS PER BRACKET (1) 3 5/2' X 22 GA R TOSS AITAC1E2 V/ 12) 2/4' X 3/4' HEX HEAD SCREWS PER STILE 14 GA IP5' X L2S X1 PUNCHED NESE ADJUSTABLE SLIDEA TN TUP TO .72772E WITH CI) 5/16' X 3/4' BELT AND NUT 82.218785LE SLIDE ATTACHED X5/16• X 3/4' BOLTS AND 2. 10 BALL STEEL KILLER V/8' STEM MID G) 7/16' BOLT RETADER USED FOR TINFADEO FASTEMEBS TYPICAL TTIP FIXTURESO N.Y.& 3 5/8' EBGA R-IRUSS ATTACHED V/ (2) 2/4' x/ 3/4' HEX HEAD SCREWS AT EACH CENTER STILE 5/16. PPER Ate BRACKET 3 3/4' N2*. SIDERODH N.T.S. W® SACK BEHIND EACH END STILE OD PER SECIGY 1-1/2' X 8-5/8' X 31 -1/2' O2' SECTIONS) 1 -1/2' X 2-5/2 X 27 -1/2' SECTIONS) 1-1/2' X 2-5/8' X 20 -1/2' CE' SECTIONS) 1 -1/2' X 2-5/8' X 17 -1/2' LID' SECTIONS) 20 GA CENTER TYPICAL CENTER HINGE H.T.B. 14GA CENTER HINGE ATTACIED V/ (4) 1/4' x 3/4' HEX READ SCREWS 24 GA SKIN WOOD GRAIN EMImSSHENT TYPICAL END HINGE N.TS. 807101 BRACKET 14 GA ATTACIEH We) 1/4' X S/6' HER HEAD SCREWS ms ` TYPICAL BOTTGM BRACKET N.T.S. taw $ ■T /C+ (ETPPIhD & � ALLEN) 20 W GAIN. STEEL. END STILE AWNS WITH 02) 0.D(CED CONT. HERfSAL. JAM P)* Yal.= POE (NO. 2 OR BETTER) (2) 2/4-20 x 5/87224( SPLICE 838.792138 BRACKET 5/8'H x 22 GA (3 5/8' R- TRUSS) TRACK MOUNTING DETAIL NT.& GN.V.3EL 13 14GA SHEARED PALER CAOIEFI ATTACHED TO R -TOSS V/ C) 1/4' x 3/4' HEX MEAD SCREWS WOE JAMB ATTACHMENT TO SIRUCTUR 2 X e WROCAL L** ARAfNMT 18 MOD MPS MP MrxsNmMOHe8IRTFOrRON ENS 50 as" un (21/lo*EmRxO 22eISMOB tW1 ARABABB Te21— xae22CRaI 10.1 11610.7 3/r x r STARING if FINN ESN THIN 11' TLC P I/2' F2*138OIT) 11p0.* � 111 �UMW AO*e 3/r x 1-3/1 S(RH/O r FROM 0051122 20' 0.2.0 1/0 vr 0*O =KO (9* -5383) 3/r x 4' 22lamm r FM *m8 THEN 24' 1.0 (1 1 x 4 YlxxQla nlxl ARAeuxl171e e-m 022 111./AR WEN P MOOR 3//r 1 as /C 622238* r 50 mm11122 le 00.0 1/4' moan (7 52* 1 4' O' �1 1/4. BTNON1 r 50 1188 P)RIS OF axis 20 20.16 Cm e8 0814112101108 TO 5022 A HAW ImUMO* =ROL TREPARADOR OF 1030 OMB BY 011*38 SECTION A -A (SIDE MEW) NT.S. po I oesaremwmas Iez l� MAX SOT 8'x14 DESCN LOADS +54.4 PSF -82.0 PSF LARGE MSS afPACT RE*S ONCE 163 GRIMM COURT W86:C7-SALO4 NC 87M W VM4RRCl1 Model #500 Classics 1000, 2000 FLUSH AND BEAD PANEL RE UBY 2013 113M92E 1 NOpS MUNSON 8 mow 901 DAB oH/npt RC- 5309 - 185 -21-1 BIt>IFD! II2I4BL9PE1CBa SW 1 CF 2 SPECIFICATIONS AND NOTES • • 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACX, FROM THE TRACK THE LOAD 15 TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL 4AMB OR HEADER RECEIVES NO POR11ON OF TF TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS CP: +244.8 LBS/FT & -279.0 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WTH STANDARDS AS SET FORTH BY DAS A. 4. DOOR SECTIONS SHALL BE 24 GA MIN. EXTERIOR 51CIN ROLLED FORMED. 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UP TO 14'0" HIGH USE (1) 3 5 /8° R -TRUSS AND (1) 3' 20 GA. STRUT PER SECTION 8. REFER TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTR D PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING N ADDITION TO OTHER LOADINGS. 8. THE METHOD OF 1ES11/4G WAS N SUBSTANTIAL CONFORMANCE NTH THE PROCEDURES DESCRIBED IN ASTM E330, 1888, 1998, F588 ASCE 7, ANS/OASMA 108, 115 AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. MINA-DADE APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL 0095 USED 10 FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALT. BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 30,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUMY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE MAX WIDTH 9'0° DESIGN LOADS +244.8 LBS/FT -279.0 LBS/FT 13 O► FLAG BRAOQT ATTAIXtm TO MEMO JOG V/ 0) 5/16 BRA X 1 -5/8' LAB BOLTS AND TO TRACK V/ (4) 1/4' -110 x 5/8 TRACT SPLICE BELTS AND NUTS SEE NOTE 2 ;Ps 1RAOK4 AT 1X15 LOCATWN _ SEIliRE1t4JA1� MIN (3) /1 OM ■ 51-/8" Iit0,413016p1Sp8111440,4MleF (305213. 9A z 1 -5/5' iMOLT A1TAOGO TO MAO AT EA JAMB BRACKET 1I GAL GN.V. SRPI. JAMB BRACKETS *11*0031 M/ (1) 1/4" -20 s 5/8' TRACK SPIKE BOLT 6 NUT FOR JAMB BRACKET D SPACING TRACK CONflGIRA114N FOR 5°M UP 10 14 TALL DOORS TABLE 1 DOOR HEIGHT TRACK ATTACHMENT OPTION 1 SPLICE A B C D F 0 H J L M N S 6'8" 3" 14" 27" 38' 58" 84" 70" T 3" 14" 27" 38" 48" 56" 68" 78" T6" 3" 14" 27" 38" 48" 56" 68" 78" 82" 8' 3" 14" 27" 38" 48' 58" 68" 78" 88" S 8' 3° 14" 27" 38" 48" 88" 78" 88" 94" 3" 14" 27" 38" 48" 58" 68" 78" 88" 100' 3" 14" 27' 38" 48" 58° 88" 78" 88" 98° 108" 10' 3" 14" 27" 38" 48" 56" 88" 78" 88" 100' 112' 106° 3° 14" 27" 38" 48" 56" 88" 78° 88" 100' 110" 118" 11' 3° 14" 27° 38" 48" 56" 88" 78" 88° 100' 110' 124" 11'8" 3" 14" 27" 38" 48° 56" 68" 78" 88° 100' 110' 120" 130" 12 3° 14" 27' 38' 48" 58° 88" 78" 88' 100' 110" 127 138" 12'8" 3° 14" 27" 38" 46" 58" 88" 78° 88° 100° 109" 122" 132" 142" 13' 3° 14" 27" 38' 48° 56° 68" 78" 88" 100" 114" 122" 134" 148" 13'6' 3" 14" 27" 38° 48" 56' 68" 78" 88" 100' 109" 127 134" 144" 154" 14' 3" 14" 27 38' 46" 56" 68' 78" 88" 100' 114" 127 134" 148" 180" DOOR HEIGHT TRACK ATTACHMENT OPTION 2 SPLICE A B C 0 E F 0 H 1 J K L M S 86' 3.5" 10', 27 34' 48" 58" 70°. 3.5" 10" 27 34° 48' 58" 76" rs° 3.5" 10" 27 34° 48' 58" 70' 87 8 3.5" 10" 27 34' 46" 58" 70" 88" W 8° 3.S 10" 27 34° 48° 58° 70" 94" 6 3.5° 10" 27 34" 48" 58" 70" 87 100" 9' 6" 3.5" 10" 27 34° 48° 58" 70" 87 94' 108" 10' 3.5° 10" 27 34° 48" 58" 70" 87 94" 117' 10'6° 3.5' 10" 27 34' 48" 88" 70" 87 94' 108" 118" 11' 3.5' 10" 27 34" 58" 70" 87 94" 106" 124" 11'6" 3.5" 10" 27 34" 48" 70" 87 94" 106° 116" 130' 12 3.5" 10" 27 34" 46° 58" 70" 87 94° 108" 118' 138" 121" 3.5° 10' 27 34" 48" 88" 70' 87 94" 108" 118" 130' 147 13' 3.5" 10' 27 34" 48" 58" 70" 87 94° 108" 118" 130" 148" 13 8' 3,5" 10" 27 34° 48" 58° 70' 87 94" 108" 118" 130' 147 154" 14' 3.5" 10" 22' 46" 58" 70" 87 94" 108" 118" 130" 147 180" TOP FIXTURE REINFORCEMENT ILLUSTRATION TOP FIXTURE ADDER PIECE LSMEIBICiant 0 T SME M1c'v NOTES 1. ZINC COATING TO BE MINIMUM 0-40 HOT- DIPPED OR EQUIVALENT. 2. MATERIAL YIELD STRENGTH: 35-49 KSI. 3. MATERIAL HARDNESS: 50-80 ROCKWELL 8. 4. 1.25° X 1.25° X 1' X 14 GA PUNIC ANGLE MAY BE USED TEE ` X16 mos MAX S2€ 9' 14 DESIGN LOADS +84.4 PSI' -82.0 PSF LARGE MISSLE IMPACT RESSTANCE 163 COMM COOT VOBTOMSN.. 4. Ml: 87105 V WA)MRRAII Model #500 Classica 1000, 2000 FLUSH AND BEAD PANEL 98 MAIM 901 DIIE O)211p8 ORM WWI B 1(601 8' 9M ONE mops IRC- 5309 - 185 -2H BINEL 90048 L SEEM RE IC Os OWN SR 2 OF 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) APR 0 6 21111 ..,..0.000. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 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 Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Model 500 Classica 1000/2000 Steel SectionalIgiejool APPROVAL DOCUMENT: Drawing No. IRC- 5309 - 185 -21 -1, titl b el 5 Flush and Bead Panels ", sheets 1 and 2 of 2, dated 09/11/08, pre sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade Con with the Notice of Acceptance number and approval date by the Miami- Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistan BE ON hie a)00 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 appli �; ^ 1Fd end th re has been no change in the applicable building code negatively affecting the perfo TERMINATION of this NOA will occur after the expiration date or the materials, use, and/or manufacture of the product or process. Mi any product, for sales, advertising or any other purposes shall auto comply with any section of this NOA shall be cause for termination an ADVERTISEMENT: The NOA number preceded by the words by the expiration date may be displayed in advertising literature. If it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. change in ment of allure to NOA No. 09- 0312.06 Expiration Date: April 29, 2014 Approval Date: April 29, 2009 Page 1 Amarr Garaee Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -5309- 185 -21 -I, titled "Model 500 Classica 1000, 2000 Flush and Bead Panels ", sheets 1 and 2 of 2, dated 09/11/08, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24 ga steel garage door Model 500 Classica 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01 -08, dated 10/07/08, signed and sealed by David W. Johnson, P.E. 2. Test report on 1000 hours salt spray corrosion exposure comparison per ASTM D1654 (ASTM B117) of G-40 painted and 0-90 steel panels, prepared by ETC Laboratories, Test Report No. ETC -07 - 816 - 20337.0, dated 03/24 /08, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Anchoring verification calculations, prepared by Structural Solutions, P.A., complying with F.B.0 2004, dated 01/06/09, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of code compliance and no financial interest, issued by Structural Solutions, P.A, dated 01/06/09, signed and sealed by Thomas L. Shelmerdine, P.E. ir 4ai Carlos trera, P.E. Product Control Examiner NOA No. 09 -0312.06 Expiration Date: April 29, 2014 Approval Date: April 29, 2009 E -1 II GA. GAM ROLLERtR BRACKET ATTACHED W(4) 1/4' x 3/4' HO HEAD SCREWS PER BRACKET (1) 3 3/13' X 22 G R TRUSS ATTACHED V/ (2) 1/4' X 3/4' HEX HEAD SCREWS PER STILE 14 G 1P15. X 225'X1 FUNDED ANGLE ATTACHED TO ADJUSTABLE SLIDE O TIP FIXTURE V11H 0) 3/18' X 3/4' DOLT AND NUT ABLE SLIDE ATTACHED AND NUTS• X 3/4' BOLTS 8' 10 BALL STEEL ROLLER V/5' STEN AND C) 7/16' BOLT RETADER USED FOR ROUND FASTENERS TYPICAL MP FIXTURES N.T.S. 1 3 5/8' 226A. R -TRUSS ATTACHED V/ 02) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE TYPICAL CENTER HINGE N.T.S. 14GA CENTER M E ATTACHED (4) 4S REX HEAD CREWS 24 GA SI N WITH DR Inman WTI) GRAIN EHOOS)E0T TYPICAL END HINGE N.T.S. 4' 3 3 N ± swami 3/ / I 3/16' x 1 3/8' LAG SCREW CO HER JAI) BRACKET CD 1/4-20 x SPLICE BOLT AND NUT JN B 10AOET N.T.S. 1T8131 BRACKET 14 4 GA ATTACHED WO 1/4'X2/8' HEX HEAD SCREWS FLAN SICeR0111110,16` TYPICAL BITTEN BRACKETS DMA :ice !_! - N.T.& MAO WOO BLOCK BEND) EACH DO STILE CO PER SECTION 1 -1/2' X 2-5/2' X 31 -1/2' 618' =TOO 1 -1/13' X 8-2/9' X87 -11I' G'9' SECTIONS) 1-1/8' X 2-5/8' X 80 -1/8' (22' SECTORS) 1-1/8' X 8-2/8' X 17 -LB' Cr SECTORS) 20 G CENTER r. 3/8•4 X 22 GA 0 5/8' R- TRUSS) TRACK MOUNTING DETAIL N.T.S. 80 GA GLV. STEEL END STILE TTACHEO WITH 023 CLUCKED JOINTS oaRL VERTICAL P TIMOR PRE (da2OR222128) 83 14GA SHEARED ROLLER CARRIER ATTAORS TO 2 -TRUSS V/ CI) 1/4' x 3/4' HEK HEAD SCREWS WOOD JAMB ATTACHMENT TO STRUCTURE Stir 2r LM SOON RDNIIO r TRW ENDS muN 14' 02. (1 1/1' aDmNa1TD • x68510 — AnasxT mzmnaeov*0(e lei NCI OOLT 3/3" x 4' WARM r TROY DDS DNR 26' OAP 1/3' FI@N62I1) 1a11.14 swat 3/' X 8-3/4' wawa r NR00 ENOS UFN Rr a.0 (1 1/4' use Dmam'D (�-ffi1 3/r X 4' AMEN r eel DDS DEN Br as (a 20 a YDDDAL.We ATTAaAMI m .*M IN 20m.5 SIEDfl�12 MANOROR 330 X 2 -3/r MATTO r N00N OWE TXx Ir 06 (/ 1/r (V FARO 2'3/4' 121888 6 *0 FOR 0t PARS OF wax AM M18 CAN fit COUNTERSUNK 10 Pi011Q A RASH WORM SWA1R. *PRREPMABN R 0)01 ARMS AT ODORS 3t .IIUNV M- N.T.3. RIY I =Mm1 S ROMS !WE or SAX SZE x 14 DISGN LOADS +54.4 PSF -82.0 PSF LARGE SRSDE IMPACT RESISTANCE 162 CARRIAGE COURT VI STN -SAL06 NC EROS 141AGAI COM Model #500 Classics 1000, 2000 FLUSH AND BEAD PANEL 9II DM BY SIN 061E DINE ORM NM B axone so WE WA RC- 5309- 185-2H EMIR MOS L SUM PE IC RS 009218 S$I 1 IF B SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRAOL, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FRCM THE D00R. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF +244.8 LBS/FT & -279.0 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS 557 FORTH BY DASMA. 4. DOOR SECTIONS STALL BE 24 GA. MIN. EXTERIOR SIGN ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UP TO 14'0' H101 USE (1) 3 5/8" R -TRUSS AND (1) 3' 20 GA STRUT PER SECTION 8. REFER TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330, 1888, 1896, F588 ASCE 7, ANS/OASMA 108, 115 AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 8. MIAMI -DADE APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COLS USED TO FABRICATE DOOR PANELS UNDER 7111S NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM £-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COLS AT THE MANUFACTURER PRODUCTION FACTURES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COLS WITH YIELD STRENGTH OF 30.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER 11415 NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE -� MAX. WIDTH 9'O° +-- DESIGN LOADS +244.8 LBS/FT -279.0 LBS/FT 111111111111 13 GA FLAG BRACKET ATTACHED TO V® JAI5 V/ T3) 5/16 D16. X 1 -5/6r LAG BOLTS ARO TO TRACK W (4) 1/4 "-20 at 5/8 TRACK SPLrcs DOLTS AND NUTS 0"UCS TRACKS AT WS LOCATION 10 . 69 1111 (3) 5/14 " LOA. ■ 115!6' 121 PPPPP (1 AT FU16 4ACJET SEE NOTE 2 1) 5/16' Out. x 1 -5/6" LAO ow AT EA. JAMB BRACKET 12 GA. OAI.V. STEEL JAM BRACKETS ATTACHED i ) 1/4 -20 ° 6/8" TRACK SP= T 6 NUT SEE (TABLE 1) FOR .W® BRACKET SYACIIG TRAIN W24A1RA110N FOR 6'6' UP TO 14' TALL DOORS TABLE 1 DOOR HEIGHT TRACK ATTACHMENT OPTION 1 SPLICE A B C E F 0 J L M N S 6'8" 3" 14" 27" 38" 48" 56" 64" 70" T 3" 14" 27" 36' 48" 58" 86' 72 T6' 3° 14" 27" 36' 48" 56" 68" 78" 87 8' 3" 14" 27" 35" 48" 56" 68" 78" 88" 6 8" 3° 14" 27" 36' 48" 68" 78" 8B° 94" 9' 3" 14" 27° 3W 48" 56" 68" 78" 88° 100" 9'.6" 3' 14" 27" 36' 48" 68" 78" 88" or 108" 10' 3" 14" 27" 3W 48" B6" 78" 88" 100" 112" 10'6" 3° 14° 27" 38° 48" 68' 78" 88" 100" 110" 118" 11' 3" 14" 27" 38" 48" 56° 68" 78" 88° 100" 110" 124" 11'6" 3' 14" 27° 38' 48" 56" 68" 78° 88° 100" 110" 120" 130" 12 3" 14" 27" 38" 48" 58" SW 78" 88" 100° 110" 127 138" 178° 3° 14" 2T' 38" 48" 56" 88" 78" 88" 100° 13' 3" 14" 27" 38° 48" 58" 68° 78" 88' 100" 109" 122' 114" 122" 132" 142" 134" 148" 13'6" 3" 14" 27" 38" 48" 58" 88" 78" 88" 100" 109" 122" 134" 144" 154° 14' 3" 14 27" 38' 48" 58" 68" 78" 88" 100" 114" 122" 134" 148" 160" DOOR HEIGHT TRACK ATTACHMENT OPTION 2 SPLICE A 8 C D E F G H J K L M 5 6 8' 3.5" 10". 27 34" 48" 58" 70". T 10" 22" 34" 48" 58" 76" T8" 3.5" 10" 22" 34" 48" 58" 70" 82' 8' 3.5" 10" 27 34" 46"" 58" 70" 88" 6 8" 3.5" 10" 22" 34" 46° 58' 70" 84" 17 3.5" 10" 27 34° 46° 58" 70" 87 100" 9'6" 3.5" 10" 22" 34" 48" 58" 70" 87 94" 106" 10' 3.5" 10" 27 34" 48° 58" 70" 87 94" 112' 10'6" 3.5° 10" 27 34° 48" 58" 70" 87 94° 108" 118° 11' 10" 2r 34' 48" 58" 70" 87 94° 106" 124" 11'8° 3.5" 10" 22" 34" 48" 70' 87 94" 108" 118' 130" 12 3.5" 10" 22 34" 48" 58" 70" 87 84" 106" 118° 130" 126' 3.5" 10" 27 34" 48" 58' 70° 82" 94" 106" 118° 130" 142" 13' 3.5" 10" 27 34° 48° 58" 70" Br 94" 108" 118" 130° 146' 13 8' 3.5° 10" 27 34° 48° 58° 70" 87 94° 106" 118" 130" 147 154" 14' 3.5" 10" 27 34° 48" 58" 70" 82' 94" 10B° 118" 130" 147 180" TOP FIXTURE REINFORCEMENT ILLUSTRATION TOP FIXTURE ADDER PIECE NOTES: 1. ZINC COATING TO BE MINIMUM 0-40 HOT- DIPPED OR EQUIVALENT. 2. MATERIAL YIELD STRENGTH: 35-49 Kg. 3. MATERIAL HARDNESS: 50-80 ROCKWELL B. 4. 1.25' X 1.25° X 1° X 14 CA PUNCHED ANGLE MAY BE USED rs 1 team mows MAX Sac 9' Y 14 DESIGN LOADS +54.4 PSF -82.0 PSF LARGE MISSILE IMPACT RESISTANCE 165 COMMIE COURT VISf01$ALOL NC 67103 WWMARAmI Model #500 Classics 1000, 2000 FLUSH AND BEAD PANEL SE MIT S SS DR EMIR OG114 Wt881 B 858s 6i 9s WE spivs CRC -5309- 185 -2H BOSS 1188 L 9TIIBgE PE LC IS. 03E09 987 2 ff 2 Paz Residence - Door and Window Calculations ASCE 7-05, V =146 MPH, Exposure C Formulas: +GCp: 1.18 - 0.177 x (Window area) -GCp Zone 4: -1.28 + 0.177 x (Window area -GCp Zone 5: -1.75 + 0.353 x (Window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x (-GCp - 0.18) Width H ;, ht Win. Area Zone Project pressures associates Victor J. Bruce AR- 0017103 +PSF -PSF Doors 1st floor 101 3.5 24.5 4 0.934118 - 1.03412 49 -53 5 0.934118 - 1.25962 49 -63 102 j 2.5 7 17.5 4 0.959982 - 1.05998 50 -54 5 0.959982 - 1.31121 50 -65 103 4.33 6.67 28.8811 4 0.921471 - 1.02147 48 -52 5 0.921471 - 12344 T 48 -62 Garage 301 3 6.67 20.01 4 0349679 - 1.04968 49 -54 5 0.949679 - 1.29066 r 49 -64 l 302 8 7 56 4 0.870571 -0.97057 46 -50 5 0.870571 - 1.132891 46 -57 1 303 8 7 56 4 0.870571 -0.97057 46 -50 5 0.870571 - 1.13289 46 -57 1 304 !, 5 6.67 33.35 4 0.910412 - 1.01041 48 -52 5 0.910412 - 1212351 48 -61 1 305 2 7 14 4 0.977135 - 1.07714 50 -55 5 0.977135 - 1.345421 50 -67 1 2nd floor 201 5 7 35 4 0.9067 - 1.0067 47 -52 5 03067 - 120494 ; 47 -60 202 2.5 7 17.5 4 0.959982 - 1.05998 50 -54 5 0.959982 1.31121:, 50 -65 Windows 1st floor 1011 2.67 5.5 14.685 4 0.973463 -1.07346 50 -55 5 0.973463 - 1.33809 50 -66 102 2.67 5.5 14.685 4 0373463 1.07346 50 -55 5 0.973463 -1.33809 r 50 -66 103! 2.17 6.67 14.4739 4 0374576 1.07458 ! 50 -55 5 0.974576 - 1.34031 50 -66 104 2,17 6.67 14.4739 4 0.974576 1.07458 50 -55 5 0.974576 - 1.34031 50 -66 105 2.67 5,5 14.685 4 0.973463 5 0.973463 14.685 4 0.973463 5 0.973463 1.58 3.19 5.0402 4 1.055667 5 1.055667 1.58 3.19 5.0402 4 1.055667 5 1.055667 1.58 3.19 5.0402 4 1.055667 5 1.055667 3.08 63 194.04 4 0.775043 5 0.775043 221 4.21 9.3041 4 1.008545 5 1.008545 4.21 9.3041 4 1.008545 5 1.008545 221 4.21 9.3041 4 1.008545 5 1.008545 2.21 4.21 9.3041 4 1.008545 5 1.008545 1.58 3.19 5.0402 4 1.055667 5 1.055667 1.58 3.19 5.0402 4 1.055667 5 1.055667 421 9.3041 4 1.008545 5 1.008545 9.3041 4 1.008545 5 1.008545 2.67 5.5 14.685 4 0373463 5 0.973463 5.5 14.685 4 0.973463 5 0.973463 2.67 5.5 14.685 4 0.973463 5 0.973463 2.67 5.5 14.685 4 ' 0.973463 5 0.973463 9:3041 4 1.008545 5 1.008545 2.21 421 9.3041 4 1.008545 5 1.008545 221 4.21 9.3041 4 1.008545 5 1.008545 106 2.67 5.5 107; 108 109 111 112 2.21 113 1141 115; 116 1171 2.21 118 2.21 421 119 120 2.67 121 122 Garage 301 2.21 4.21 302: 303'. - 1.07346 50 -55 - 1.33809 50 -66 - 1.07346 50 -55 - 1.33809 r 50 -66 - 1.15567 54 -58 - 1.50204 r 54 -73 - 1.15567 54 -58 - 1.50204 54 -73 - 1.15567 , 54 -58 - 1.50204 54 -73 -0.87504 42 ,.,., -46 - 0.94237 42 -49 - 1.10854 52 _ -56 . - 1.40806 52 -69 - 1.10854 52 -56 - 1.40806 [ 52 -69 1.10854 52 -56 - 1.40806 F 52 -69 - 1.10854 52 -56 - 1.40806 52 -69 - 1.15567 54 -58 - 1.502041- 54 -73 -1.15567 54 -58 - 1.50204 1 54 -73 - 1.10854 I 52 -56 - 1.40806 52 -69 - 1.10854 52 -56 - 1.40806 [ 52 -69 - 1.07346 50 -55 - 1.33809 I 50 -66 - 1.07346 ' 50 -55 - 1.33809 50 -66 - 1.07346 50 -55 - 1.33809 50 -66 - 1.07346 50 -55 - 1.33809 50 -66 - 1.10854 52 -56 - 1.40806 52 -69 - 1.10854 52 -56 - 1.40806 52 -69 -1.10854 52 -56 - 1.40806 2nd floor 201 2.67 13.35 4 0.98079 - 1.08079 51 -55 5 0.98079 - 1.35271 51 -67 202 2.67 5 13.35 4 0.98079 5 0.98079 13.35 4 098079 5 0.98079 204 ! 2.67 5 1135 4 0.98079 5 0.98079 205 2.67 5 13.35 4 0.98079 5 0.98079 2061 2.67 3.5 9.345 4 1.008207 5 1.008207 207 ',' 2.67 3.5 9.345 4 1408207 5 1.008207 208 ! 2.67 119 8.5173 4 1.015337 5 1.015337 209 2.67 119 8.5173 4 1415337 5 1.015337 210 2.67 119 8.5173 4 1415337 5 1.015337 2111 1.58 119 5.0402 4 1455667 5 1.055667 212 2 7 14 4 0.977135 5 0.977135 213 1.17 421 4.9257 4 1.057433 5 1.057433 214 2.67 421 112407 4 0.99401 5 0.99401 215! 2.67 3.19 8.5173 4 1415337 5 1.015337 216 2.21 3.19 7.0499 4 1.029872 5 1.029872 217 2.21 119 7.0499 4 1.029872' 5 1.029872 203 2.67 1.08079 51 - 1.35271 51 - 1.08079 51 - 1.35271 51 1,08079 51 - 1.35271 51 - 1.08079 ,, 51 -1.35271 51 - 1.10821 52 - 1.40739 I 52 -1.10821 j 52 - 1.40739 52 - 1.11534 . 52 - 1.4216 52 - 1.11534 52 - 1.4216 - 1.11534 - 1.4216 -1.15567 - 1.50204 -55 -67 -55 -67 -55 -67 -.55 -67 1 -56 -69 -56, -69 -56 -70 -56 52 -70 52 , . -56 52 -70 54 -58 , 54 -73 -1.07714 - 1.34542 - 1.15743 - 1.50556 - 1.09401 - 1.37907 - 1.11534 - 1.4216 -1.12987 - 1.45059 1.12987 - 1.45059 50 -55 50 -67 54 -58 54 -73 51 ,, -56; 51 -68 52 -56 52 -70 53 53 53 53 -57. -71 -57_. -71 a engineering inc August 27, 2009 www.arpe- eng.com Miami Shores Building Department Miami Shores, Florida Re: Paz Residence Renovation 1291 NE 102nd St. Miami Shores, FL 33138 Permit # 09 -1217 Building Department comments Dear Sir. Please find below the log of comments Plumbing Attention: 1. Must have one 3" or 4" vent going thru roof. You have "0", must have one 3" or 4" vent." R: Drawing is calling for (2) 2° VTRs; based on table 916.1 a 2" vent is enough to ventilate the total of fixture units on each one of them. On a 2" waste stack with 2" vent we can ventilate up to 20FU with a maximum develop length of 150Ft. We are within this criterion for both VTR please see revised isometric drawing sheet P4; fixture units were added to verify compliance. Please also note that owner has installed new root (212" VTR is existing. It is the design intent to avoid new roof penetration if it is not a code . uirement If you ould have any question please contact our office at your convenience. Sine':, rely, Amarilis Rodriguez, PE ARPE Engineering, Inc. 1 S \09-0503 PAZ RESIDENCE RENOVATION -1291 NE 102ND ST. MIAMI SHORES [VICTOR BRUCENDOCS\ rtc-08-27- 09.doc 2655 Le Jeune Road Suite 902, Coral Gables, Fl 33134 Ph 3054449809 Fax 3054449827 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 August 26, 2009 Re: Permit No.: 09 -1217 Job Name: Paz Residence Evaluation and Analysis Dear Building Official, I am the Architect for Emmanuel Paz, owner of the house located in 1291 NE 102nd Street within the Village of Miami Shores. The house was built in the 1920's presumably as part of the houses built by the Shoreland Company using the widely used Spanish Revival Style. It is also listed in the National Registry of Historic Homes (Building #88002110). The structure is composed of concrete block walls in the exterior, wood frame interior walls and floors, and a wood rafter roof. The present condition of the structure is good with the exception of the existing garage which will be demolished as part of the scope of the project. The scope of the project as it relates to the existing structure also includes the replacement of all the openings with impact resistant assemblies, replacement of the existing 2nd floor railing for a 42" a.f.f. railing, and an upgrade of all the electrical, plumbing, and ventilating systems. In regards its features, the strategy in this renovation project is to maintain many of the original characteristics of the house while upgrading it whenever possible to today's standards. The existing stair is an original feature that has not been changed since its original construction more than 80 years ago. Nonetheless, the stair is 36" wide with a riser of 6-1/2" high and a tread of 11" wide. The handrails are situated at 36" a.f.f. Upgrading the stair is not a feasible option and it would seriously affect the historical quality of this home. I respectfully request an exception be given to the stair of this house. Victor J. Bruce A.I.A.,`,LE D AR- 0017103 MIAMI —DADE COUNTY BUILDING DEPARTMENT 11505 SW 26 Street MIAMI, FLORIDA 33175 CE 1 i . i -_ _ t : _1! . ► .!. D Mkt!' OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER, THE FLORIDA BUILDING CODE I (We) have been retained by V _. " • ,•Z to perform special inspector services under the Flori Building Code at the � `� }&P i09.00 �±!4, .ilk project on the below Listed structures as of ' /1."1 b°1 (date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (84407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) (For tilt-up walls systems, inspect reinforcement as well) ❑ SPECIAL INSPECTOR FOR CURTAIN WALL FBC 2414.7 (R4410.5.7) ❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING FBC 2415.7.2 (84410.6.6.2) ❑ SPECIAL INSPECTOR FOR �Vgte: Only the marked boxes apply The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. 1-4W.h.(L6l�St1") 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections perfumed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in sujistantial acco a ; u ce with the approved plans. Engineer /Architect Name 01 tc D 2— • J. (LE' ,A• 1 •Q • (PRINT) Rev. 8/25/08 Address IAMI SNorz , OI.. 33 t3te, Phone No. S . i Gj1.73t 7 • II, • rt, ••, • - it3r*. rt•L\ • 77:„. •,__Slit-'44 , • .k) : - * , , ° f••.' 0 pi' 4 ?sr A A/C ADD ADJ AE ALUM. ASPH B/C BCR BLDG BL K. BM BNDY BAV C CB CBS CD CJB CLF CM CM!' CONC. COL COV. DB DCR D.E. DOT E/F El? E/W ELEC. ELEV. ENCL EM ESMT F/C F/L FF FH FIP FIR FN FND FN&D FN&T FP&L GAR GAW HW ID INV IR IP L LB LC LD LFF LP L5 LEGEND OF SURVEY ABBREVIATIONS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CORNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BACK OF WALK CALCULATED CATCH BASIN CONCRETE BLOCK STRUCTURE CHORD DIRECTION CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CORRUGATED METAL PIPE CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE•OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE UNE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NM. FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY. IDENTITY INVERT IRON ROD IRON PIPE LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LIGHT POLE LAND SURVEYOR M MAINT M N0. N.T.5. 0/H 0.P. O.R.B. 0/5 0/W P PAR PB PC FCC PCP PG PI PK POB POC PP PRM PRC PT PVMT R REC RCP RE5 RET RNG R/W SAN 5157 SCN SE SEC SEW SHAD SP 5P&C 5R SRC 5TA 5TM STY SUB() T TB TBM TRANS STWP TYP UE UGD WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NOT TO SCALE OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OR REVERSE CURVE POINT OF TANGENCY PAVEMENT RADIUS OR RECORD RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #6463 • SCREEN PORCH SET U7 PIN & CAP LB #6463 STATE ROAD SET REFERENCE CORNER STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WOOD WATER METER WATER VALVE • f. - "il\-1N� SEA '111 INC X111 • I1•••■ u•1•f• •II•••fi111•.t.I i.".""- 11111' '• // 1. ma •111J •■■••■• /f • MIGUEL ESPINOSA LAND SURVEYING, INC. LAND PLANNERS — SURVEYORS 10665 S.W. 190 STREET - SUITE 3210 MIAMI, FLORIDA 33157 Phone: (305) 262 -2992 Fax: (305) 971 -8383 Legal Description: The East 125 feet of Tract 186, of REVISED PLAT OF SECTION NO. 8 OF MIAMI SHORES, according to the plat thereof as recorded in Plat Book 31, at Page 41, of the Public Records of Miami -Dade County, Florida. Certified to: EMMANUEL PAZ Flood Zone: Community Number: 120652 Community Name: VILLAGE OF MIAMI SHORES Panel: 0093 Suffix: J Date of Firm Index: 3/2/94 Firm Zone: AE Base Flood Elevation: 8.0 F.I.P.1 /2° BLOCK CORNER ui 1 0 ' A S P H A L T A L L E Y 125.00'(P%{A4) F.I.P.1 /2° a N ^N Y -J 0 h on CO N CL. � O il F.I.P.1 /2° 9 —28.10' AVOCADO D =1.5' S =20' H =10' 5','QONC.- WALK . O N N. M 33.10' ROYAL POINCIANA D =3' 5 =25' H =25' 26.20' TWO STORY RESIDENCE #1291 F.F.E. =8.84 GAR =6.58 11.60' 4' CONCRETE SIDEWALK OAK D =0.9' S =20' H =20' .. 125.b4TR)001)" `% OAK 0 =2.5' 5 =100' H =35' 22' P A R K W A Y OAK D =0.9' 5 =20' H =20' OAK D =0.9' 5 =20' H =20' 28' A S P H A L T P A V E M E N T N. E. 102nd STREET F.I.P.1 /2° 37.50' ry6 Z w w 0_ 13th AVENUE Property Address: 1291 N.E. 102 STREET MIAMI SHORES, FLORIDA 33138 BOUNDARY SURVEY Date of Field Work: 03/06/2009 Date of Completion: 03/09/2009 Survey: S -8220 LOCATION SKETCH NOT TO SCALE GENERAL NOTES: —LEGAL DESCRIPTION PROVIDED BY OTHERS. — EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. — THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT. OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. — UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. —ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. —WALL TIES ARE TO THE FACE OF THE WALL —FENCE OWNERSHIP NOT DETERMINED. — BEARINGS REFERENCED TO UNE NOTED AS B.R. — BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. — NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. —NOT VAUD UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL — DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. — ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. —THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. —THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY I5 A TRUE AND CORRECT REPRESENTATION 0 A S PREPARED UNDER MY DIRE TION. THIS COMPLIES WITH THE MINIMUM TECHNICAL STA DAR! SET FORTH BY THE STA OF FLORIDA BOARD OF PROFESSIONAL LAND SURVEY. -'S • • P - R 61G17-6, FLORI ADMINISTRATIVE CODE PURSUANT TO 27.027 FLORI SIGNED MIGUEL ES NOT VAUD ELECTRONIC THE ORIGINAL RAI FOR THE FIRM P.'.M. No.5101 STATE OF FLORIDA ELECTRONI SIGNATURE AND AUTHENTICATED IS NOT UD WITHOUT THE SIGNATURE AND CENSED SU`VEYOR AND MAPPER. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 S.W. 190th STREET — SUITE 3210 MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 -8383 www.espinosalandsurveying.com L.B. 6463 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name EMMANUEL PAZ 1291 N.E. 102 STREET A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. City VILLAGE OF MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) THE EAST 125 FEET OF TRACT 186 REVISED PLAT SECTION NO 8 OF MIAMI SHORES A5 Latit d /L d d Lat. N25 °40'2 Number Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL u e ong' u e: a . 7.30" Long. W80 °16'60.51" A6. Attach at least 2 photographs of the building if the Certificate is bein g used to obtain flood insurance. A7 Building 'Id' ing D iagram umber 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1960 sq ft 11 693 sq in OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number Horizontal Datum: ❑ NAD 1927 ►Z� NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 173 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b N/A sq in 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/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7/17/95 3/2/94 AE 8.0 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile i2 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: �� NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes ►� No Designation Date WA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* .0 Building Under Construction* ►� Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM #B400 Vertical Datum 1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 6.70 ►,4 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 8.84 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 6.58 ►� feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N /A. ❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) t) g) 6.50 6.70 ►Z� feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) 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. /certify that the information 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. Check here if comments are provided on back of form. Certifier's Na Nam Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. MIGUE F ES OSA License Number 5101 Add W. REET SUITE 3210 City MIAMI State FL ZIP Code 33157 Si Date 03/06/2009 Telephone 305 - 262 -2992 FEMA Form 81 -31, February 2006 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. 1291 N.E. 102 STREET For Insurance Company Use: Policy Number City VILLAGE OF MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number 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 HIGHEST CROWN - OF ROAD = 7.64' C2. (b) FIRST FLO R LIVING AREA =,.;- i4' C2. (e) L•WES EVATIO r ;= E'EIPMENT / MACHINERY SERVICING THE BUILDING (AIR CONDITIONER) = NO NC ON SITE 03/06/2009 ATTA - ;� UILDI�'�c� M,�qDGRAPHS Date 03/06/2009 ® Check here if attachments S CTION E - BUI� i G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A ( ithout BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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 official 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, 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, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone 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. Check the measurement used In Items G8. and G9. GI. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a 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. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Paz Residence - Door and Window Calculations ASCE 7 -05, V =146 MPH, Exposure C Formulas: +6Cp: 1.18 - 0.177 x LOG (Window area) -GCp Zone 4: -1.28 + 0.177 x LOG (Window area -GCp Zone 5: -1.75 + 0.353 x LOG(Window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x ( -GCp - 0.18) Mark(plan) Width Height Win. Area Applicable pressures as per opening locations in plan associates Victor J. Bruce AR- 0017103 Zone +GCp -GCp +PSF -PSF Doors 1st floor 101, 102 103 Garage 301 302 303 305' 3.5 7 24.5 4 0.934118 5 0.934118 3 6.67 20.01 4 0.949679 5 0.949679 4.33 6.67 28.8811 4 0.921471 5 0.921471 6.67 20.01 4 0.949679 5 0.949679 7 56 4 0.870571 5 0.870571 8 7 56 4 0.870571 5 0.870571 5 6.67 33.35 4 0.910412 5 0.910412 2 7 14 4 0.977135 5 0.977135 -1.03412 - 1.25962 -1.04968 - 1.29066 - 1.02147 - 1.2344 1.04968 - 1.29066 - 0.97057 - 1.13289 - 0.97057 - 1.13289 - 1.01041 - 1.21235 -1.07714 - 1.34542 49 -53 49 -63 49 -54 49 -64 48 -52 48 -62 49 -54 49 -64 46 -50 46 -57 46 -50 46 -57 -52 48 -61 50 -55 -67 47 -52 47 -60 50 -54 50 -65 -55 48 50 2nd floor 201 5 7 35 4 0.9067 - 1.0067 5 0.9067 - 120494: 202 2.5 7 17.5 4 0.959982 - 1.05998 5 0.959982 - 1.31121 i' Windows 1st floor 101 2.67 5.5 14.685 4 0.973463 - 1.07346 L 50 5 0.973463 - 1.33809 102 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 103 2.17 6.67 14.4739 4 0.974576 1.07458 j 5 0.974576 - 1.34031 50 50 50 -66 50 -55 50 -66 -66 -55 1041 105 106!, 107 108 109 110 111 112 113 114 115 117 118 119 120' 121 122 Garage 301 2.17 6.67 14.4739 4 0.974576 - 1.07458 5 0.974576 - 1.34031 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 1.58 3.19 5.0402 4 1.055667 - 1.15567 5 1.055667 - 1.50204 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 3.08 5.25 16.17 4 0.966058 -1.06606 5 0.966058 - 1.32333 2.21 4.21 9.3041 4 1.008545 -1.10854 5 1.008545 - 1.40806 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 1.58 3.19 5.0402 4 1.055667 - 1.15567 5 1.055667 - 1.50204 1.58 3.19 5.0402 4 1.055667 -1.15567 5 1.055667 - 1.50204 50 50 50 50 50 -55 -66 - 55 -66 -55 50 -66 54 -58 54 -73 52 -56 52 52 52 -69 -56 - 69 50 -54 50 52 52 52 52 52 -56 52 -69 52 -56 52 -69 54 -58 54 -73 54 -58 54 -73 -66 -56 -69 -56 - 69 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 52 -56 52 -69 52 -56 52 -69 50 -55 50 -66. 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 2.67 5.5 14.685 4 0.973463 - 1.07346 5 0.973463 - 1.33809 2.21 4.21 9.3041 4 1.008545 - 1.10854 L 5 1.008545 - 1.40806 50 50 50 50 -55 -66 -55 -66 50 -55 50 52 -56 52 -69 -66 302 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 303 2.21 4.21 9.3041 4 1.008545 - 1.10854 5 1.008545 - 1.40806 52 -56 52 - 69 52 - 56 2nd floor 201 2.67 5 13.35 4 0.98079 - 1.08079 5 0.98079 - 1.35271 202 2.67 5 13.35 4 0.98079 - 1.08079 5 0.98079 - 1.35271 203 2.67 5 13.35 4 0.98079 - 1.08079 5 0.98079 - 1.35271 204 2.67 5 13.35 4 0.98079 - 1.08079 5 0.98079 - 1.35271 205 2.67 5 13.35 4 0.98079 - 1.08079 5 0.98079 - 1.35271 206 2.67 3.5 9.345 4 1.008207 - 1.10821 5 1.008207 - 1.40739 207 2.67 3.5 9.345 4 1.008207 - 1.10821 5 1.008207 - 1.40739 208 2.67 3.19 8.5173 4 1.015337 - 1.11534 5 1.015337 - 1.4216 209 2.67 3.19 8.5173 4 1.015337 - 1.11534 5 1.015337 - 1.4216 210 2.67 3.19 8.5173 4 1.015337 - 1.11534 5 1.015337 - 1.4216 211 1.58 3.19 5.0402 4 1.055667 - 1.155671 5 1.055667 - 1.50204 212 2 7 14 4 0.977135 - 1.07714 5 0.977135 - 1.34542 213 1.17 4.21 4.9257 4 1.057433 - 1.15743 5 1.057433 - 1.50556 214 2.67 4.21 11.2407 4 0.99401 - 1.09401 5 0.99401 - 1.37907 215 2.67 3.19 8.5173 4 1.015337 - 1.11534 5 1.015337 - 1.4216 216 2.21 3.19 7.0499 4 1.029872 - 1.12987 5 1.029872 - 1.45059 217 2.21 3.19 7.0499 4 1.029872 - 1.12987 5 1.029872 - 1.45059 51 -55 51 -67 51 -55 51 -67 51 -55 51 -67 51 -55 51 -67 51 -55 51 -67 52 -56 52 -69 52 -56 52 -69 52 -56 52 -70 52 -56 52 -70 52 -56 52 -70 54 -58 54 -73 50 -55 50 -67 54 -58 54 -73 51 -56 51 -68 52 -56 -70 -57 53 -71 53 -57 52 53 53 -71 REPORT OF SUBSURFACE EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROJECT: RESIDENCE ADDITION 1291 N.E. 102ND STREET MIAMI SHORES, FLORIDA SEPTEMBER 2009 Prepared for: EMMANUEL PAZ 1291 N.E. 102ND STREET MIAMI SHORES, FLORIDA WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 WINGERTER LABORATORIES INC. Engineering fisting and Inspection Service Established 1949 September 10, 2009 No. 1 Mr. Emmanuel Paz in care of Victor Bruce, A.I.A, 370 N.E. 1 l lst Street Miami Shores, Florida 33138 Reference: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Project: Paz Residential Addition Location: 1291 N.E. 102' Street, Miami Shores, Florida WLI Order No. 09 -1332 Dear Mr. Paz: 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 our Professional Services Agreement dated September 3, 2009. This report presents our evaluation and specific recommendations for the proposed construction together with the field data. This report was prepared in compliance with the 2007 Florida Building Code. 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 contact the undersigned at 305 - 944 -3401, extension 301. Respectfully submitted, WINGERTER LABORATORIES, INC. H. Schuler, P.E., P.G. Florida Registration No. 34715 enc: Report 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 3326 1 -1 450 • (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 Page LETTER OF TRANSMITTAL 1 TABLE OF CONTENTS 2 INTRODUCTION 3 PROJECT INFORMATION 3 INVESTIGATIVE PROCEDURES 3 TESTING PROGRAM AND CONDITIONS REVEALED • 5 GEOTECHNICAL ENGINEERING RECOMMENDATIONS 5 SPECIAL REMARKS & ANNOTATIONS 6 APPENDIX A. TEST BORING LOGS B. TEST BORING LOCATION MAP Win , erter Laboratories Inc. Pa , " 3 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 residential building addition to be located at 1291 N.E.102" Street, in Miami Shores, Florida. Our subsurface exploration consisted of a total of one (1) Standard Penetration Test Boring performed at he subject site as shown on Appendix A 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 and our Report of Test Boring Number B -1. PROJECT INFORMATION Documents provided to us for the purposes of this project consisted a site sketch showing the location of the residential addition on the north side of the existing building. The Miami -Dade County Property Appraiser website was utilized to identify the property. The boring layout and underground utility clearances through Sunshine State One Call were performed by others. A copy of the Sunshine State One Call ticket was obtained on -line for our records. A site reconnaissance was conducted upon our arrival in order to observe and document the existing surface conditions. This information was used in our interpretation of the subsurface data and also to detect any conditions which could affect our evaluation of the site. INVESTIGATIVE PROCEDURES Field work was performed using standard truck mounted drilling equipment Soil samples (disturbed) were obtained in accordance with ASTM 1)-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: Wingerter Laboratories Inc. Page 4 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 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. The test boring was marked in the field by the client representative, using approximate methods. The boring location is, therefore, generally as shown, but no degree of accuracy is stated or implied. An elevation was not established for the test boring location. 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. Wi E erter Laboratories, Inc. TESTING PROGRAM AND CONDITIONS REVEALED Page 5 Our subsurface investigation consisted of a total of one (1) Standard Penetration Test Boring, conforming to the requirements of ASTM D 1586, that was performed at the site on September 4, 2009. Please refer to Appendix A for our Report of Test Boring Number B -1 that provide detailed descriptions of the materials encountered and the depth intervals at which they were encountered. The test boring location is shown on a site map provided in Appendix B of this report. The number, location and depth of the test boring was determined by the client and WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and reconunendations contained in this report are based upon the conditions revealed in the referenced test boring. A review of test boring logs indicates that the addition site consists of thin loose to medium dense layers of silica sand with trace fragmented limestone to about four feet in depth. Following the boring encountered a medium dense layer of fragmented limestone with trace silty sand to about six feet in depth. Following, to the maximum explored depth of 20 feet below land surface, the boring encountered layers of medium dense fragmented limestone. The ground water level at the time of our investigation was encountered at a depth of five feet (5') below the existing land surface. Fluctuations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface runoff, construction activity and other site specific factors. GEOTECIINICAL ENGINEERING RECOMMENDATIONS Evaluation of the subsurface data obtained from the test boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable for the proposed residential building addition if founded upon shallow spread footings proportioned for a maximum allowable soil bearing capacity of 2,000 pounds per square foot (psf). The lateral bearing is 150 pounds per square foot/per foot (psf/ft) of depth. The lateral sliding coefficient of friction is 0.35. At the recommended bearing pressure, the anticipated total settlements are expected to be less than 0.5 inch, with differential settlements approaching 0.25 inch across the area, provided that the following recommendations are adhered. Wingerter Laboratories, Inc. Pa ebb, The area of the proposed construction shall be cleared and grubbed to remove all vegetation, topsoil, pavement and debris. The cleared area shall be compacted to 95 % minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill required to raise the area to its final bottom of slab or the bottom of the footing elevation shall be placed in 12 inch maximum depth loose lifts, each lift compacted to 95 % minimum relative compaction [as compared to the "Modified Proctor Test" (ASTM D- 1557)]. A minimum of one test for every 2,500 square feet of compacted area is required for each lift. Bottom of footings shall be placed at a minimum depth of three feet below the existing grade. Footings shall have a minimum width of 16 inches for single story concrete block construction and 24 inches for all other construction for continuous footings. Square or rectangular footings shall have a minimum dimension of 24 inches. 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. The bottom of footings are preferred to be flat. However, a maximum of a ten percent (10 %) slope is permitted (one foot or less vertical drop for each ten feet of horizontal distance). The top of the footing is to be a minimum of 12 inches below final grade. 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. WINGERTER >OIC Pru U knalEngins.dn; b Tastlag TEST BORING LOG CLIENT: Emmanuel Paz PROJECT: Residence Addition LOCATION: As shown on boring location sketch DRILLER: M. Felton DRILL RIG: CMS DEPTH TO WATER: 5.0' BORING NO.: B -1 ELEVATION: - DATE STARTED: 9 -4-09 DATE COMPLETED: 9-4-09 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST 0- 1 --- 2 — 3 -- 4 5 6 — 7- 8—' 9— 10 — 11 -- 12 — 13 14 — 15 — 16 — 17 — 18 — 19 20 — 21 — 22 — 23 — 24 - 25 — 28 27 ---, 28 29 -- 30 — 31 — 32 — 33 ---- rO 1A,11 e oon..uri �w°i .WW1 WIMMDM -.._- MUMOMM aii.IIM■ Miri� i MIIIIMIIIMOdi IIMMMMMWEI IIMMOMMI AI.1 -._._. s iii I =AM OK 011 DM= 0 WWII au._ ∎. Ma.me. 1=11111==1 . AMIN NI Iii IN mm M■BI MMIIIIMME r11111 I MI IN =mow iii._. Z i Fel ■ 1.■ Ai 4 3 2 6 ONO IlOWIMW 8 8 10 a° e a a a 12 10 9 9 10 10 12 12 5 10 10 10 6 a 8 10 Dark brown silica SAND with trace fragmented limestone Brown silica SAND with trace fragmented limestone Tan fragmented LIMESTONE with trace silty sand Tan fragmented LIMESTONE SAMPLE NO. This information pertains o Boring terminated at 20.0' SAMPUNG INTERVAL N 1 2 3 4 5 6 7 8 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 18.0 -20.0 8 14 20 16 19 22 20 16 N -value CURVE 10 30 50 70 90 ly to this boring and should not be interpreted as being indicative of the site. 1E120 NI. 144th (305) 944 -3401 1-80 -3 North IMiami. FL 33181 WINGERTER LABORATORIES, INC. Page A -1 Symbol Description Soil symbols Sand with some to trace limestone LEGEND Limestone with some to trace sand Fragmented Limestone Misc. Symbols Water table at boring completion Soil Samplers Standard penetration test * North 1820 N.E. 305) 344.3 01h 1 -- 800 -345 S01L�ami, FL 33181 WINGERTER LABORATORIES, INC. Page A -2 APPENDIX B TEST BORING LOCATION MAP & SKETCH WINGERTER LABORROMES INC. Profess onalEagineering & Testing P. O. Hog 611450, North Miami, Fl 33261 -1450 Emmanuel Paz Residence Addition 1291 N.E. 102' Street, Miami Shores, Florida Page: B -1 r IIRR ` / Emmanuel Paz LABORATORIES IBC. Residence Addition 1291 N.E. ld2"d Street, Miami Shores, Florida Page: 13-2 ProfessionalEngineering fa Testing P. O. Box 611450, North Miami, F1 33261 -1450 J ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R =7.0 2625.00 ft2 b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 2071 a. Under Attic (Vented) R=30.0 2071.00 ft2 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2 a. U- Factor: Sgl, default 175.00 ft2 - SHGC:. Tinted, default 11. Ducts b. U- Factor: SgI, default 25.00 ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 514 ft2 SHGC: Tinted, default 12. Cooling systems (combined) c. U- Factor: N/A ft2 a. Central Unit Cap: 78 kBtu/hr SHGC: SEER: 16.057692307 d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A I certify that this Construction thr o in this home bef based on install ho , = has compli h the above e e final inspectio d Code complia 3�PiTd ` Signat 9 A dress of Ne re: t Insulation Area R =0.0 2071.00 ft2 R= ft2 R= ft2 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits d with the Florida Energy Efficiency Code for Building ergy saving features which will be installed (or exceeded) . Otherwise, a new EPL Display Card will be completed features. Date: City /FL Zip: Cap: 48 kBtu/hr COP: 3.23 Cap: 1 gallons EF: 0.82 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Paz Residence Renovation Builder Name: Street: 1291 NE 102 St. Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner: Mr Paz Jurisdiction: Design Location: FL, Miami 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows Description a. U- Factor: Sgl, default SHGC: Tinted, default b. U-Factor: Sgl, default SHGC: Tinted, default c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types New (From Plans) Single - family 1 3 No 2071 Area 175.00 ft2 25.00 ft2 ft2 ft2 ft2 Insulation Area R =0.0 2071.00 ft2 R= ft2 R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =7.0 2625.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 2071.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 514 ft2 12. Cooling systems (combined) a. Central Unit Cap: 78 kBtu/hr SEER: 16.057692307 13. Heating systems (combined) a. Electric Strip Heat Cap: 48 kBtu/hr COP: 3.23 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.82 b. Conservation features None 15. Credits Pstat a. Crawls ace p b. N/A c. N/A Glass /Floor Area: 0.097 Total As -Built Modified Loads: 59.67 /� SS PASS Total Baseline Loads: 74.28 �7�7 f° I hereby certify t =t the plans and sp this calculation . re in compliance with Code. Code. PREPARED =_ ��. I % ifications covered by he lorida_Energy o 1 Review of the plans and 1.113! 64144. specifications covered by this — 1 C? "• calculation indicates compliance y 4 ; ft ��'` W . with the Florida Energy Code.:, 44 ,,-.- Before construction is completed a. this building will be inspected for r; ; - A. compliance with Section 553.908 :. - =� * Florida Statutes. A es. : sib,•`'` BUILDING OFFICIAL' 4 %�i' DATE. I hereby certify that this buil • ing, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT' DATE' DATE* 4p)710 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Paz Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Mr Paz Conditioned Area: 2071 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1291 NE 102 St. Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 140 ft 4 2071 ft2 19 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel the 2243 ft2 432 ft2 Light 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2071 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 2071 ft2 0.11 Wood WALLS / Sheathing Framing Solar Cavity R Value Fraction Absor. V # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 7 321.75 ft2 0 0 0.5 2 S Exterior Concrete Block - Int Insul 7 321.75 ft2 0 0 0.5 3 E Exterior Concrete Block - Int Insul 7 360.75 ft2 0 0 0.5 4 W Exterior Concrete Block - Int Insul 7 360.75 ft2 0 0 0.5 5 N Exterior Concrete Block - Int Insul 7 297 ft2 0 0 0.5 6 S Exterior Concrete Block - Int Insul 7 297 ft2 0 0 0.5 7 E Exterior Concrete Block - Int Insul 7 333 ft2 0 0 0.5 8 W Exterior Concrete Block - Int Insul 7 333 ft2 0 0 0.5 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 S Wood Wood 0.29 22.22 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. / V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Wood Single (Tinted) 2 S Wood Single (Tinted) 3 E Wood Single (Tinted) 4 W Wood Single (Tinted) 5 N Wood Single (Tinted) 6 S Wood Single (Tinted) 7 E Wood Single (Tinted) 8 W Wood Single (Tinted) No No No No No No No No 0.95 0.7 25 ft2 0 ft 0 in 0 ft 0 in 1.3 0.64 25 ft2 0 ft 0 in 0 ft 0 in 1.3 0.64 25 ft2 0 ft 0 in 0 ft 0 in 1.3 0.64 25 ft2 0 ft 0 in 0 ft 0 in 1.3 0.64 25 ft2 0 ft 7 in 1 ft 7 in 1.3 0.64 25 ft2 0 ft 7 in 1 ft 7 in 1.3 0.64 25 ft2 0 ft 7 in 1 ft 7 in 1.3 0.64 25 ft2 0 ft 7 in 1 ft 10 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 — Forced Ventilation — ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1956 6.30 107.4 201.9 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit 2 Central Unit 3 Central Unit Split Split Split SEER: 16 30 kBtu/hr 900 cfm SEER: 1625 18 kBtu/hr 540 cfm SEER: 16 30 kBtu/hr 900 cfm 0.7 0.7 0.75 False False False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat 2 Electric Strip Heat 3 Electric Strip Heat None None None COP: 1 16 kBtu/hr False COP: 1 16 kBtu/hr False COP: 7.7 16 kBtu/hr False HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS V/ # -- Supply -- — Retum — Air Percent Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 514 ft2 Interior 100 ft2 Default Leakage Interior TEMPERATURES Programable Venting Venting Thermostat: X Jan [[XxJj Jan Y X Feb [X Mar EX X [[�X]] Feb [[�Xll Mar Cei ing Fans: Apr [X May r Jun r Jul Aug Sep [X Oct Nov [X Dec Nov B:g Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1291 NE 102 St. Miami Shores, FL, 33138 -0000 PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK HICK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. �° V Multi -sto Houses N1106.AB.1.2.5 Air barrier on •erimeter of floor cavi between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters -- N1112.AB.3 Comply with efficiency requirements in--Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 7/10/2009 1:47 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 Building Input Summary Report PROJECT Title: Paz Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Paz Conditioned Area: 2071 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1291 NE 102 St. Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet • 1 Crawlspace 140 ft 4 2071 ft2 19 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2243 ft2 432 ft2 Light 0.96 No 30 22.6 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2071 ft2 N N 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page 1 of 4 Building Input Summary Report 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page2of4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 2071 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Adj cent ilo Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 2 3 4 5 6 7 8 N S E W N S E W Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul 7 33 7 33 7 37 7 37 7 33 7 33 7 37 7 37 0 9 9 321.75 ft2 0 0 0.5 0 9 9 321.75 ft2 0 0 0.5 0 9 9 360.75 ft2 0 0 0.5 0 9 9 360.75 ft2 0 0 0.5 0 9 0 297 ft2 0 0 0.5 0 9 0 297 ft2 0 0 0.5 0 9 0 333 ft2 0 0 0.5 0 9 0 333 ft2 0 0 0.5 DOORS # Omt Door Type Storms Width Height U -Value Ft In Ft In Area 1 S Wood Wood 0.29 3 4 6 8 22.22 ft2 WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 2 3 4 5 6 7 8 N S E W N S E W Wood Single (Tinted) No Wood Single (Tinted) No Wood Single (Tinted) No Wood Single (Tinted) No Wood Single (Tinted) No Wood Single (Tinted) No Wood Single (Tinted) No Wood Single LTinted) No 0.95 0.7 1.3 0.64 1.3 0.64 1.3 0.64 1.3 0.64 1.3 0.64 1.3 0.64 1.3 _0.64 25 ft2 0 ft 0 in 0 ft 0 in None None 25 ft2 Oft 0 in Oft 0 in None None 25 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 25 ft2 0 ft 0 in 0 ft 0 in None None 25 ft2 0 ft 7 in 1 ft 7 in None None 25 ft2 0 ft 7 in 1 ft 7 in None None 25 ft2 0 ft 7 in 1 ft 7 in None None 25 ft2 0 ft 7 in 1 ft 10 in Drapes/blinds _ None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 - Forced Ventilation - Terrain/Wind Supply Exhaust Run Time Shielding Best Guess 0.00030 1630 89.5 168.3 0.255 5.25 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page2of4 Building Input Summary Report 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page 3 of 4 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit 2 Central Unit 3 Central Unit Split Split Split SEER: 16 30 kBtu/hr 900 cfm 0.7 SEER: 16.25 18 kBtu/hr 540 cfm 0.7 SEER: 16 30 kBtu/hr 900 cfm 0.75 False False False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat 2 Electric Strip Heat 3 Electric Strip Heat None None None COP: 1 16 kBtu/hr False COP: 1 16 kBtu/hr False COP: 7.7 16 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Natural Gas 0.82 1 gal 50 gal 120 deg — None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Pump Energy DUCTS — Supply — # Location R -Value — Retum — Air Percent Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 514 ft2 Interior 100 ft2 5 Default Leakage Interior TEMPERATURES Programable Venting Venting Thermostat: C Jan l[�X1] Jan Y Feb Feb lx1 Mar LX1 Mar IX X Apr Ceiling Fans: N Jul 0 Aug May [X Jun [X Jul Aug C Sep Oct ct Nov Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Hours 3 4 5 6 7 8 9 10 11 12 Cooling (WD) -T- AM PM Cooling (WEH) AM PM Heating (WD) AM PM Heating (WEH) AM PM 78 78 80 80 78 78 78 78 66 66 68 68 66 66 68 68 78- 78 78 78 78 78 78 78 78 78 80 80 _ 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 80 78 78 68 66 68 66 78 78 78 68 66 68 66 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer % Released: 60 Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released:. 10 PM Annual Use: 891 kWh/Yr Lighting AM % Released: 90 PM Annual Use: 2105 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 2081 kWh/Yr Pool Pump AM % Released: 0 PM Annual Use: 0 kWh/Yr AM PM Range % Released: Annual Use: Refrigeration % Released: Annual Use: Well Pump % Released: Annual Use: AM 100 PM 447 kWh/Yr AM 100 PM 775 kWh/Yr AM 0 PM 0 kWh/Yr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 200 Watts 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.16 0.17 0.25 0.27 0.344 0.55 0.55 0.88 1 0.86 0.51 0.28 Peak Value: 687 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 . 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 382 Watts 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Peak Value: 0 Watts • 7/10/2009 1:49 PM EnergyGauge® / USRFSB v2.8 Page 4 of 4 SYSTEM SIZING SUMMARY System: AC #1 Location: Miami Shores., Paz Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coll Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required 29,039 BTU/hr 22,880 BTU/hr 21,760 BTU/hr 55.0 F 1,008 CFM 1,007 CFM 0 CFM 0 CFM 0 BTU/hr Floor Area 906 sqft Overall U -Value - 0.329 BTU/hr /sgft/F Vent Air 0.00 CFM/sqft Vent Air 000 ('FM/Persnn TABLE 2. SIZING DATA (HEATING) Heating Coil Load 14,944 BTU/hr Ventilation Load Total Zone Load Ventilation Airflow 0 BTU/hr 14,944 BTU/hr 0 CFM Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling Cnniinv July 16:00 91.2/77.4 F 75.0/63.5 F 54.0/53.5 F 52.9 F 0.050 53.3 % 2.42 Ton 1.91 Ton 374.39 32.05 BTU/hr /sqft 1.11 CFM/sgft 1 Heating Heating Floor Area Overall U -Value Vent Air 16.49 BTU/hr /sqft 0.00 CFM/sqft 906 sqft 0.329 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmosnheric Clearness # Miami Shores., Paz Residence. FL User Defined 25.8 Degree 7.0 ft 0.90 Summer Dry -Bulb Coinddent Wet -Bulb Daily Range Winter Dry-Bulb 91.6 F 77.5 F 15.0 F 46.3 F TABLE 4. INPUT (HVAC SYSTEM) System Name AC#1 System Type Clg and Electric Ht System Start 6:00 Duration 24 hrs SIZING SPECIFICATIONS - Supply 55.0 F Ventilation 0.00 CFM/person Exhaust 0.00 CFM FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety 0.050 0 % 0 % 0 % 1 THERMOSTAT SETPOINTS Cooling (Occ.) 75.0 F Cooling (Unocc.) 80.0 F Heating 70.0 F RETURN AIR PLENUM No FAN Configuration Draw -Thru Static Pressure 1.50 in. wg. TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July 16:00 2) August 16:00 3) July 17:00 4) August 17:00 5) July 15:00 Sensible Ton Total Ton 1.91 2.42 1.90 2.42 1.90 2.41 1.89 2.40 1.89 2.40 Time Sensible Ton 6) August 15:00 1.88 7) June 16:00 1.88 8) June 17:00 1.87 9) June 15:00 1.85 10) September 16:00 1.86 SYSTEM SIZING SUMMARY System: AC #1 Location: Miami Shores., Paz Residence. FI. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name Partial 1st Fl Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate (BTU/hr) (CFM) Design Time (kW) 21,760 1,008 July 16:00 4.4 Total: 1,008 Total: .00 1 SYSTEM INPUT REPORT System: AC #1 Location: Miami Shores., Paz Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIHCATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) Partial 1st F1 SYSTEM SIZING SUMMARY System: AC #2 Location: Miami Shores., Paz Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. SIZING DATA (COOLING) 1 Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area Overall U -Value Vent Mr 17,175 BTU/hr 12,994 BTU/hr 12,358 BTU/hr 55.0 F 572 CFM 572 CFM 0 CFM 0 CFM 0 BTU/hr 350 sqft 0.209 BTU/hr/sqft/F 0.00 CFM/sqft I I I BM) I' Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/fon- Cooling July 17:00 90.1177.1 F 75.0/63.9 F 54.0/53.5 F 52.9 F 0.050 54.7 % 1.43 Ton 1.08 Ton 24455 - 49.07 BTU/hr /sqft yaw 1 TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 14,077 BTU/hr 0 BTU/hr 14,077 BTU/hr o CFM Heating Heating Floor Area Overall U -Value Vent Air 40.22 BTU/hr /sqft 0.00 CFM/sqft 350 sqft 0.209 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation n 1.11 I' d Ili ri sx i Miami Shores., Paz Residence. Fl. User Defined 25.8 Degree 7.0 ft TABLE 4. INPUT (HVAC SYSTEM) Summer Dry -Bulb Coincident Wet -Bulb Daily Range 91.6 F 77.5 F 15.0 F System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety AC#2 Clg and Electric Ht 6:00 24 hrs THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN ADZ PLENUM - 55.0 F -FAN 0.00 CFM/person Configuration Draw -Thru 0.00 CFM Static Pressure 1.50 in. wg. 75.0 F 80.0 F 70.0 F No 0.050 0 % 0 % 0 % TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July 17:00 2) July 16:00 3) August 17:00 4) June 17:00 5) August 16:00 Sensible Ton Total Ton 1.08 1.43 1.08 1.43 1.08 1.42 1.07 1.42 1.07 L42 Time 6) June 16:00 7) July 15:00 8) July 18:00 9) August 15:00 10) June 18:00 Sensible Ton Total Ton 1.07 L42 1.06 1.40 1.06 1.40 1.05 140 1.05 SYSTEM SIZING SUMMARY System: AC #2 Location: Miami Shores., Paz Residence. FL Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 2 TABLE 6. ZONE SIZING DATA 1 Zone Name LivingRmlst Fl Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate (BTU/hr) (CFM) Design Time (kW) 12,358 572 July 17:00 4.1 Total: 572 Total: .00 SYSTEM INPUT REPORT System: AC#2 Location: Miami Shores., Paz Residence. FI. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION 1 System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/Per 0.00 CFM OE050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Draw Thru Static Pressure 1.50 in. wg. 75.0 F 80.0 F 70.0 F No TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: All zones served by a common air handler Total Zones Selected: 1 Selected Zones: 1) LivingRmlst FI SYSTEM SIZING SUMMARY System: AC #3 Location: Miami Shores., Paz Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area Overall U -Valve Vent Mr 28,880 BTU/hr 22,151 BTU/hr 21,066 BTU/hr 55.0 F 976 CFM 975 CFM 0 CFM 0 CFM 0 BTU/hr 815 sqft 0.268 BTU/hr/sqft/1 0.00 CFM/sqft I 1 1 • :j ■i ' Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton- Cooling July 16:00 91.2177.4 F 75.0/63.7 F 54.0/53.5 F 52.9 F 0.050 54.2 % 2.41 Ton L85 Ton 338.65 - 35.43 BTU/hr/sqft TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 14,776 BTU/hr 0 BTU/hr 14,776 BTU/hr 0 CFM Heating Heating Floor Area Overall U -Valve Vent Mr 18.13 BTU/hr/sqft 0.00 CFM/sqft 815 sqft 0.268 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Miami Shores., Paz Residence. FL Data Source User Defined Latitude 25.8 Degree Elevation 7.0 ft Atmosnheric Clearness # 0.90 TABLE 4. INPUT (HVAC SYSTEM) System Name AC#3 System Type Clg and Electric Ht System Start 6:00 Duration 24 hrs SIZING SPECIFICATIONS Sappy Ventilation Exhaust FACTORS Cofl Bypass Safety (Sens) Safety (Latent) Healing Safety Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Iry -Bulb 91.6 F 77.5 F 15.0 F 46.3 F THERMOSTAT Shfl'OINTS Cooling (Occ.) 75.0 F Cooling (Unocc.) 80.0 F Heating 70.0 F RETURN AIR PLENUM No -_ 55.0 F -FAN _ 0.00 CFM/person Configuration Draw -Thru 0.00 CFM Static Pressure 1.50 in. wg. 0.050 O % O % O % TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July 16:00 2) July 17:00 3) August 16:00 4) June 17:00 5) July 15:00 Sensible Ton 1.85 1.85 1.83 1.82 1.83 Total Ton 2.41 2.41 239 239 2.39 Time Sensible Ton 6) June 16:00 1.82 7) August 15:00 1.81 8) August 17:00 1.81 9) September 16:00 1.82 10) September 15:00 1.81 SYSTEM SIZING SUMMARY System: AC #3 Location: Miami Shores., Paz Residence. F1. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 2 TABLE 6. ZONE SIZING DATA 1 Zone Name 2ndFloor Max. Cooling Design Airflow Sensible (BTU/hr) 21,066 Total: Rate (CFM) Design Time 976 July 16:00 976 Max. Heating Design Flow Load Rate (kW) 4.3 Total: .00 1 SYSTEM INPUT REPORT System: AC#3 Location: Miami Shores., Paz Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 18, 2009 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (J 2tent) Heating Safety Clg and Electric Ht 6:00 24 hrs 55.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Draw Thru Static Pressure 1.50 in. wg. 75.0 F 80.0 F 70.0 F No TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) 2ndFloor Model: 45REZG KOHLER®POWER SYSTEMS 208 -600 V Gas 09001 NATIONALLY REGISTERED Ratings Range 60 Hz Standby: kW 37 -45 kVA 37 -56 Generator Set Ratings Standard Features • Kohler Co. provides one- source responsibility for the generating system and accessories. • The generator set and its components are prototype- tested, factory- built, and production- tested. • The 60 Hz generator set offers a UL 2200 listing. • The generator set accepts rated Toad in one step. • The 60 Hz generator set meets NFPA 110, Level 1, when equipped with the necessary accessories and installed per NFPA standards. • The 60 Hz generator set engine is certified by the Environmental Protection Agency (EPA) to conform to Tier 1 stationary spark - ignited emissions regulations. • A one -year limited warranty covers all systems and components. Two -, five -, and ten -year extended warranties are also available. • Alternator features: o The unique Fast-Response' II excitation system delivers excellent voltage response and short- circuit capability using a permanent magnet (PM)- excited alternator. o The brushless, rotating -field alternator has broadrange reconnectability. • Other features: o Controllers are available for all applications. See controller features inside. o The electronic, isochronous govemor incorporates an integrated drive -by -wire throttle body actuator delivering precise frequency regulation. Alternator Voltage 120/208 127/220 120/240 120/240 139/240 220/380 277/480 347/600 4P7 Ph 3 3 3 1 3 3 3 3 Natural Gas 130 °C Rise Standby Rating Hz kW/kVA Amps 60 41/51 60 41/51 60 —_. 41/51 60 37/37 60 41/51 60 40/50 60 41/51 60 41/51 142 134 123 154 123 76 62 49 LP Gas 130 °C Rise Standby Rating kW/kVA Amps 44/55 153 44/55 144 44/55— 132 37/37 154 44/55 132 40/50 76 44/55 66 44/55 53 4P8 120/208 3 60 41/51 142 44/55 153 127/220 3 60 41/51 134 44/55 144 120/240 3 60 41/51 123 44/55 132 120/240 1 60 39/39 163 42/42 175 139/240 3 60 42/53 126 45/56 135 220/380 3 60 41/51 78 44/55 84 277/480 3 60 42/53 63 45/56 68 347/600 3 60 42/53 51 45/56 54 4Q10 120/240 1 60 41/41 171 45/45 188 RATINGS: AG three -phase unfts are rated e10.8 power factor. All single -phase units ere rated at 1.0 power factor. Standby Ratings: Standby ratings apply to installations served by a reliable utility source. The standby rating Is app0pble to varying loads for the duration of a power outage. There Is no overload capability for this rating. Ratings are in accordance with ISO - 3046/1, BS 5514, AS 2789, and DIN 6271. Prim Power Ratings: Prime power ratings apply to installations where utyity power is unavailable or unegrable. At varying load, the number of generator set operating hours is unlimited A 10% overload capacfly Is available for one hour in twelve. Ratings are In aecordancewith ISO-8528/1, overload power in accordancewlh ISO- 3046 11. BS 6514, AS 2789, and DIN 6271. For limited running time and base load ratings, consult the factory. Obtain the technical information bufeth (119.101) on ratings guidelines for the complete ratings definitions. The generator set manufacbuer reserves the tight to change the design or specifications without notice and without any obligation or Gabldy whatsoever. GENERAL GUIDEUNES FOR DERATION: Attitude: Derate 1.3% per 100 m (328 ft.) elevation above 200 m (656 ft.). Tempe atwe: Derate 3.0% per 10 °C (18 °F) temperature above 25 °C (77 °F). Dual fuel engines are optimized to run on the primary fuel (natural gas) and as a result, the LPG ratings may not be attained For dual fuel engines, use the natural gas ratings for both the primary and secondary fuels. 64-140 (45REZG) 4/09 Alternator Specifications Specifications Manufacturer Type Exciter type Leads: quantity, type 4P7, 4P8 4Q10 Voltage regulator Insulation: Material Temperature rise Bearing: quantity, type Coupling Amortisseur windings Voltage regulation, no -load to full -load Permanent magnet (PM) alternator 550 controller (with 0.5% drift due to temperature variation) Unbalanced load capability One -step load acceptance Peak motor starting kVA: 480 V 4P7 (12 lead) 480 V 4P8 (12 lead) 240 V 4Q10 (4 lead) Engine Altemator Kohler 4 -Pole, Rotating -Field Brushless, Permanent - Magnet 12, Reconnectable 4, 110 - 120/220 -240 Solid State, Volts/Hz NEMA MG1 Class H 130 °C, Standby 1, Sealed Flexible Disc Full ±2% Average 3 -Phase Sensing, x0.25% 100% of Rated Standby Current 100% of Rating (35% dip for voltages below) 194 212 155 • NEMA MG1, IEEE, and ANSI standards compliance for temperature rise and motor starting. • Sustained short- circuit current of up to 300% of the rated current for up to 10 seconds. • Sustained short- circuit current enabling downstream circuit breakers to trip without collapsing the alternator field. • Self- ventilated and dripproof construction. • Vacuum - impregnated windings with fungus- resistant epoxy vamish for dependability and long life. • Superior voltage waveform from a two -thirds pitch stator and skewed rotor. • Fast - Response' II brushless alternator with brushless exciter for excellent load response. Application Data Engine Electrical Engine SpecMcations Manufacturer Engine: model, type Cylinder arrangement Displacement, L (cu. in.) Bore and stroke, mm (in.) Compression ratio Piston speed, m /min. (ft. /min.) Main bearings: quantity, type Rated rpm Max. power at rated rpm, kW (HP) Engine power at standby rating, kW (HP) Natural Gas LP Gas Cylinder head material Piston type and material Crankshaft material Valve (exhaust) material Govemor type Frequency regulation, no -load to full -load Frequency regulation, steady state Frequency Air cleaner type, all models Exhaust General Motors Industrial Powertrain Vortec 4.3 L, 4 -Cycle Natural Aspiration V-6 4.3 (262) 101.6 x 88.4 (4.00 x 3.48) 9.05:1 318 (1044) 4, Babbitt 1800 56.0 (75) 50.7 (68) 56.0 (75) Cast Iron High Silicon Aluminum Nodular Iron Forged Steel Electronic Isochronous x0.5% Fixed Dry Exhaust System Exhaust manifold type Exhaust flow at rated kW, m3 /min. (cfm) Exhaust temperature at rated kW, dry exhaust, °C ( °F) Maximum allowable back pressure, kPa (in. Hg) Exhaust outlet size at engine hookup, mm (in.) Dry 9.3 (327) 649 (1200) 10.2 (3.0) 76 (3.0) OD Engine Electrical System Ignition system Battery charging altemator: Ground (negative /positive) Volts (DC) Ampere rating Starter motor rated voltage (DC) Battery, recommended cold cranking amps (CCA): Qty., rating for -18 °C (0 °F) Battery voltage (DC) Fuel Electronic, Distributor Negative 12 70 12 One, 630 12 Fuel System Fuel type Fuel supply line inlet Natural gas/LPG fuel supply pressure, measured at the generator set fuel inlet downstream of any fuel system equipment accessories, kPa (In. H2O) LP Gas or Natural Gas 1 NPTF 1.74 - 2.74 (7 -11) Fuel Composition Limits* Methane, % by volume Ethane, % by volume Propane, % by volume Propene, % by volume C4 and higher, % by volume Sulfur, ppm mass Lower heating value, kJ /m3 (Btu/ft3), min. Nat. Gas 90 min. 4.0 max. — 1.0 max. 85 min. 0.1 max. 5.0 max. 0.3 max. 2.5 max. 25 max. LP Gas 26.6 (890) 67.5 (2260) • Fuels with other compositions may be acceptable. If your fuel is outside the listed specifications, contact your local distributor for further analysis and advice. 94-140 (45REZQ) 4/09 Application Data Lubrication Lubricating System Type Oil pan capacity, L (qt.) Oil pan capacity with filter, L (qt.) Oil filter: quantity, type Cooling Full Pressure 4.3 (4.5) 5.7 (6.0) 1, Cartridge Radiator System Ambient temperature, °C ( °F) * Engine jacket water capacity, L (gal.) Radiator system capacity, including engine, L (gal.) Engine jacket water flow, Lpm (gpm) Heat rejected to cooling water at rated kW, dry exhaust, kW (Btu /min.) Water pump type Fan diameter, including blades, mm (in.) Fan, kWm (HP) Max. restriction of cooling air, intake and discharge side of radiator, kPa On. H2O) * Enclosure with enclosed silencer reduces capability by 5 °C (9 °F). Operation Requirements 50 (122) 6.8 (1.8) 19.7 (5.2) 106.0 (28) 40.8 (2320) Centrifugal 533 (21) 3.0 (4.0) 0.125 (0.5) ambient temperature Air Requirements Radiator - cooled cooling air, m3 /min. (scfm)$ Combustion air, m3 /min. (cfm) Heat rejected to ambient air: Engine, kW (Btu /min.) Alternator, kW (Btu /min.) t Air density = 1.20 kg/m3 (0.075 Ibm/ft3) 142 (5000) 2.78 (98) 19.2 (1090) 7.4 (420) Fuel Consumption$ Natural Gas, m3/hr. (cfh) at % load 100% 75% 50% 25% Standby Rating 16.5 (584) 13.8 (486) 10.2 (360) 7.7 (272) LP Gas, m3/hr. (cfh) at % load 100% 75% 50% 25% Standby Rating 7.0 (246) 5.7 (202) 4.2 (147) 2.9 (104) $ Fuel consumption is based on 1015 Btu /standard cu. ft. natural gas. LP vapor conversion factors: 8.58ft3 =1lb. 0.535 m3 =1 kg. 36.39 fL3 = 1 gal. Controllers C� 000IC. 0000 000'0 Decislon-Maker® 550 Controller Audiovisual annunciation with NFPA 110 Level 1 capability. Programmable microprocessor logic and digital display features. Alternator safeguard circuit protection. 12- or 24-volt engine electrical system capability. Remote start, remote annunciation, and remote communication options. Refer to G6-46 for additional controller features and accessories. u L_1 Decision-Maker® 3 +,16 -Light Controller Audiovisual annunciation with NFPA 110 Level 1 capability. Microprocessor Logic, AC meters, and engine gauge features. 12- or 24 -volt engine electrical system capability. Remote start, prime power, and remote annunciation options. Refer to G6 -30 for additional controller features and accessories. G4 -140 (45REZG) 4/09 KOHLER CO., Kohler, Wisconsin 53044 USA Phone 920 - 565 -3381, Fax 920 -459 -1646 For the nearest sales and service outlet in the US and Canada, phone 1-800- 544 -2444 KohlerPower.com Kohler Power Systems Asia Pacific Headquarters 7 Jurong Pier Road Singapore 619159 Phone (65) 6264 -6422, Fax (65) 6264 -6455 Additional Standard Features • Alternator Protection (standard with 550 controller) • Battery Rack and Cables • Electronic, lsochronous Governor • Gas Fuel System (includes fuel mixer, secondary gas regulator, gas solenoid valve, and flexible fuel line between the engine and the skid - mounted fuel system components) • Integral Vibration Isolation • Local Emergency Stop (550 controller only) • 011 Drain Extension • Operation and Installation Literature Available Options Approvals and Listings ❑ CSA Approval ❑ UL 2200 Usting Enclosed Unit ❑ Sound Enclosure (with enclosed critical silencer) ❑ Weather Enclosure (with enclosed critical silencer) Open Unit ❑ Exhaust Silencer, Critical (kit: PA- 352663) ❑ Flexible Exhaust Connector, Stainless Steel Fuel System ❑ Flexible Fuel Une (required when the generator set skid is spring mounted) ❑ Gas Filter ❑ Secondary Gas Solenoid Valve Controller (550 and 16- Light) ❑ Common Failure Relay ❑ Communication Products and PC Software (550 controller only) ❑ Customer Connection ❑ Dry Contact (Isolated alarm) ❑ Engine Prealarm Sender ❑ Local Emergency Stop (16 -light controller only) ❑ Remote Annunciator Panel ❑ Remote Audiovisual Alarm Panel ❑ Remote Emergency Stop ❑ Run Relay Cooling System ❑ Block Heater [recommended for ambient temperatures below 10 °C (50 °F)] Electrical System ❑ Alternator Strip Heater ❑ Battery ❑ Battery Charger, Equalize/Float Type ❑ Battery Heater ❑ Une Circuit Breaker (NEMA1 enclosure) ❑ Une Circuit Breaker with Shunt Trip (NEMA1 enclosure) ❑ Safeguard Breaker (available with 16 -light controller) Miscellaneous ❑ Air Cleaner Restrictor Indicator ❑ Engine Fluids (oil and coolant) Added ❑ Rated Power Factor Testing ❑ Rodent Guards Literature ❑ General Maintenance ❑ NFPA 110 ❑ Overhaul ❑ Production Warranty ❑ 2 -Year Basic ❑ 2 -Year Prime ❑ 5 -Year Basic ❑ 5 -Year. Comprehensive Other Options 0 0 Dimensions and Weights Overall Size, L x W x H, mm ((n.): Wide Skid 2200 x 1040x 1172 (86.6 x 40.9 x 46.1) Narrow Skid 2200 x 865 x 1172 (86.6 x 34.0 x 46.1) Weight (radiator model), wet, kg (Ib.): 617 (1361) r W-1'1 lf4 NOTE: This drawing is provided for eference only and should not be used for planning installation. Contact your local distributor for more detailed Information. DISTRIBUTED BY: O 2009 by Kohler Co. All rights reserved. G4-140 (45REZG) 4109 8 7 6 5 b 4 3 2 D C 8 A SUGGESTED BLOCK HEATER - CONDUIT LOCATION (OPTIONAL) O 0 CONDUIT ENTRY AREA FOR GENERATOR LOAD LEADS (BOTTOM ENTRY) CIRCUIT BREAKER OPTION, REMOTE CONNECTION TO TRANSFER SWITCH AND REMOTE ANNUNCIATOR P••• 1 i 1 SUGGESTED BATTERY HEATER / CHARGER - CONDUIT LOCATION (OPTIONAL) 75 [3.0] %/ r, -- 245 [9.6] M• I- -370 [146] z SUGGESTED LOCATION FOR FUEL INLET FLEXIBLE FUEL LINE: 1 IN NPT (MALE) 0 M g I I tL70 N ,, 410 [16.1]_ 45 MODEL 285 [11.2] /35 MODEL- BATTERY RACK LOCATION 323 [12.7] 75 [3.0] - 305 [12.0] f n M 75 [3.0] 02' 705 [27.8] 880 [33.9] 940 [37.0] 470 [18.5] EXHAUST OUTLET OPPOSITE SIDE n 4X 017.5 [.69 MTG. HOLM 1555 [81.2] 2200 [88.8 305 [12.0] 404 FUEL [11NLEr 885 [34.8] OIL DRAIN 997 [39.3] 30/35 MODELS 1052 [41.4] 45 MODEL CENTER OF BALANCE m N m FUEL INLET 1' NPT (MALE) 595 [23.4] RADIATOR OPENING ▪ 297 [11.7] WI 332 0.131014 2. 12-17-02 mm-w COWS IMMMO URA= • WW2 a4a 3123-4P - (-se -t) auras mu torts NAM 03301' wn ■ 4 -23-23 0-5 Ftl m WS (WW2) 00 II 2-0-0 0 -1. 0-3) *2. W. 10 aims¢ a2,e wmm 002023 tom P 0 -2ew0E SAW 2 051244 2330 342 [13.5] EXHAUST OUTLET EXHAUST OUTLET 76 [3.0] OD 330 [13.0] +359 [14.1] FUEL INLET 8 7 6 5 4 395 [15.5] •483 [19.0] f 433 [17.0] •520 [20.5] 790 31.1] 1965 [38.0] 885 34.1] 11040 [40.9] 30 MODEL 4P5 1�iatm 2oua m 35 MODEL. 4P55/4Q5 • iu 7so. 45 MODEL, 4P78/4PB/4Q10 an, RECONNECTABLE, IMPROVED MOTOR STARTING (IMS) RECONNECTABLE, °"" 2w 2_20.02 & 800V ALTERNATOR °® a+ 3-0-03 4.3 LITER GM 110m v 3-2.03 m MODEL WEIGHT (WET) 30 4P5 556 KG [1225 LBS] 35 4P5B/4Q5 565 KG [1246 LBS] 45 4P7B 601 KG [1326 LBS] 45 4P8/4010 617 KG [1361 IBS] • - ASTERISK DENOTES 1040 [40.9] SKID WIDTH METRIC CAD FILE DIMENSIONS IN ] ARE INCH EQUIVALENT 3 2 Aiwa u0gecam� mmmtam002 �� YS��OOd MMPIi �R� DIMENSION PRINT 30 -45 GM 011 as 10110 wwwesom 1® +-4 OK ADV -6548 1 Do D C 8 A 8 7 6 I 5 4 3 2 I I D C 8 A 18 [.7] 1 FEM. N.P.T. COOLING WATER OUT 3/4 FEM. N.P.T. COOUNG WATER IN CITY WATER COOLED 233 [9.2] •321 [12.8] 555 [21.9] 38 [1.5] I.D. HOSE •843 [25.3] WATER OUTLET REMOTE RADIATOR 192 7.8] •298 11.6] 38 [1.5] I.D. HOSE WATM I LET 24-6251 12 -17-02 SEE Smm 1 . 4 OF 4. (666361 4 -26.65 (4-0) 666 392 572 • 666 5615 667. (64-) 16D2 n6 1661. (4 -6) 122 OS 172 • 4-5 TO 260. (694121 X 6-7-05 SEE WM 1 64 4 (700221 6 -00-25 SEE OW 4 pet 2a1 • — ASTERISK DENOTES 1040 [40.9] SKID WIDTH 30 MODEL, 4P5 35 MODEL, 4P5B /405 45 MODEL, 4P76/4P8/4010 RECONNECTABLE, IMPROVED MOTOR STARTING (IMS) RECONNECTABLE, & 800V ALTERNATOR 4.3 UTER GM 8 1 7 1 6 I 5 4 4 1 3 2 METRIC CAD FILE DIMENSIONS IN [ ] ARE INCH EQUIVALENT Saws? 7° WM 021-00 -6-6-64 914242 Off 4-22-64 DIMENSION PRINT 30 -45 GM 1011 atml Y'° oaesau60 ADV -6548 1 D r— 1 8 7 6 L 5 4 3 2 D C B A 1085 [42.7] SUGGESTED LOCATION FOR LP. LIQUID WITHDRAWAL SUPPLY SUGGESTED LOCATION FOR NATURAL GAS SUPPLY FLEXIBLE FUEL UNE: 1 IN NPT (MALE) 75 [3.0] SUGGESTED LOCATION FOR LP. GAS SUPPLY FLEXIBLE FUEL UNE 1 IN NPT (NAM • — ASTERISK DENOTES 1040 [40.9] SKID WIDTH ,5 GII017 37 32 0 0 0CG55GQ5557CII42 332 [13.1] I 345 [13.6] 4359 [14.1] •359 [14.1] FUEL INLEF FUEL INLET DUAL FUEL NATURAL GAS & LP GAS 177 [7.0] •265 [10.4] FUEL INLET LP UQUID FUEL INLEF 1/4" NPT (FEMALE) } Qm N 8-f nL" LP. GAS FUEL INLET 1' NPT (MALE) 5-y 51 m®a ✓ 5-5.01 (5-1) WW 3-4 oa 3-5 (547531 4 1 -2-01 SEI 511111 1 Of ♦ (MOO] 2 7 -15-25 (5-51? 123. 5-m. arm m5- warm. (5255) L 12 -17 -02566 51251 1. 4 15 4. (15535] H 4-25-03 SE SHOO 1. 2 15 4. (054121 H 8-7-50 SEE SRO 1 W 4 (70252] P 5-20 -25 SEE SHO 4 (751221 LP LQUID FUEL INLET 1/4" NPT (FEMALE) 840 [33.1] FUEL IN 624 [24.5] FUEL INLET LP LIQUID WITHDRAWAL 404 [15.9] FUEL INLET 30 MODEL, 4P5 35 MODEL 4P5B/405 45 MODEL 4P7B/4P8/4010 RECONNECTABLE, IMPROVED MOTOR STARTING (IMS) RECONNECTABLE, & 800V ALTERNATOR 4.3 LITER GM 8 7 6 5 4 3 2 METRIC CAD FILE DIMENSIONS IN [ ] ARE INCH EQUIVALENT D C 8 8 7 6 5 4 3 I 2 1 814 [24.2] 255 [10.0] -- 180 [7.1] 30 [1.2] —4 RADIATOR DUCT FLANGE BLOCK HEATER 149 [5.9] 730 [28.7] BLOCK HEATER 120 AND 240 VOLT om 5-25-01 (.-11 4-4 w 2-5. WOW 5 912450 (5Q91 4.0 1 -2-02 ea 5255 1 OF 4 (55255] Ora 7 -01.02 0 9151 3 07 4 (OMY5] ro5 12 -17-12 (0-0 ON= MR =roam (55555] Poe 12 4 -25-05 55551 ♦20P♦ (5 14121 cm 5-7-02 5- 5121 9155 1 07 • (7019] (1.4) OOR 01522 4251 174222 (7519] 488 [18.4] CONNECT TO BATTERY 3 NPT BATTERY CHARGER 30 MODEL, 4P5 FLEX EXHAUST 35 MODEL, 4P5B /405 45 MODEL, 4P7B/4P8/4Q10 RECONNECTABLE, IMPROVED MOTOR STARTING (IMO RECONNECTABLE & 800V ALTERNATOR 4.3 UTER OM 8 7 6 5 4 3 2 90 -135V AC POWER CORD LGTH. 1829 [72.0] METRIC CAD FILE DIMENSIONS W [ ] ARE INCH EQUIVALENT r 105 5212 u nP 1050. t Io�m�. DIMENSION PRINT DIMENSION GM 0.25 J'3» 4125 5442.15 j55 4-4 ADV -6548 1 D. Ptaxa D C 8 A 8 7 6 5 b 4 3 2 a13 0 II -93-00 3E se 3 01 3 1416633 33• 0 -16-64 a-a 344 053 • 300 JPA .mm, 15"7.0) I . Faaa Wain • 83n. 3v35O 00505 037.33113 FIORD MIS] Aa 10-3-06 0-0) !060•31 E]OI16{ 0505m. 6F3 6X®6 II • 3 [AMY s.10 ■ 11 -93-05 14-01 19mi. Ma= 144410] 0510 D 2230 [87.8] D C 8 A •124 [4.9] 342 [13.5] 850 [33.5] DOOR REMOVAL CLEARANCE II 11 11 II 11 11 842 [33.2] OPENING W/ -- DOOR REMOVED 1040 [40.9] 1u 905 [35.6] •941 [37.0) 483 [19.0].- f 64 [2.5] 850 [33.5] 850 [33.5] DOOR DOOR REMOVAL REMOVAL CLEARANCE CLEARANCE MODEL GENSET WEIGHT (WET) W /WEATHER ENCLOSURE WEATHER ENCLOSURE ONLY 25B 4P4 STEEL 736 Kg [1620 LEIS] 227 Kg [500 LBS] 308 4P5 STEEL 759 Kg [1670 185] 227 Kg [500 18S] 308 4P7B STEEL 800 Kg [1760 LBS] 227 Kg [500 L85] 30 4P5 STEEL 788 Kg [1734 LBS] 227 Kg [500 185] 35 4P58, 405 STEEL 798 Kg [1758 1.851 227 Kg [500 LBS] 45 4P76 STEEL 828 Kg [1822 LBS] 227 Kg [500 L8S] 45 4PB, 4010 STEEL 848 Kg [1866 LBS] 227 Kg [500 185] 50 4P8, 4010 STEEL 939 Kg [2065 LEIS] 227 Kg [500 LBS] 60 4P10 STEEL 989 Kg [2175 LBS) 227 Kg [500 LBS] 60 4S7, 4V7 STEEL 1039 Kg [2285 LEIS] 8 227 Kg [500 LBS] 1555 [81.2] 783 [30.8] OPENING W/ DOORS REMOVED 0 m m r� 783 [30.8] �— OPENING W/ DOORS REMOVED T1 g 7.8 o m 0 0 .*1 305 [12.0] I- -964 [38.0] [1.5] 4X 17.5 [.69] DIA. MOUNTING HOLES • ASTERISK DENOTES 25 AND 30 MODEL 3.0 LITER ENGINE ONLY WEATHER ENCLOSURE W/ ROOF MTG. SILENCER 25 -80 MODEL RECONNECTABLE & 600V ALTERNATOR METRIC CAD FILE DIMENSIONS W ] ARE INCH EQUIVALENT 7 6 5 4 3 2 00 s00 Ca F3mmFiom99m MOM* Mi mart DIMENSION PRINT 25 -60 ENCLOSURE nu IY° 'samosa P** 1-3 3 -01 -01 Xm 3-25-01 ADV -6656 1 Da C 8 A 8 7 6 5 b 4 3 2 0 C 8 A 1 1 D ■ % o 0 0 781 [30.7] DOOR REMOVAL CLEARANCE 714 [28.1] OPENING W/ PANEL REMOVED MODEL 258 4P4 308 4P5 GENSET WEIGHT (WET) W /WEATHER ENCLOSURE ALUMINUM 657 Kg [1445 LBS] STEEL 793 Kg [1745 LBS] ALUMINUM 680 Kg [1495 L85] STEEL 816 Kg [1795 LBS] 720 Kg [1585 LEIS] 857 Kg [1885 LBS] 703 Kg [1550 LBS] 841 Kg [1850 L85] 714 Kg [1571 IBS] 850 Kg [1871 LBS] 749 Kg [1651 LBS] 887 Kg [1951 1.85] 765 Kg [1886 LEIS] 903 Kg (1986 LEIS] 860 Kg [1895 LBS] 998 Kg [2195 L85] 903Kg [1990 1.85] 1041 Kg [2290 L85] ALUMINUM 961 Kg [2118 LEIS] STEEL 1099 Kg [2418 LBS] 308 4P7B 30 4P5 35 4P56, 405 45 4P78 45 4P8, 4010 ALUMINUM STEEL ALUMINUM STEEL ALUMINUM STEEL ALUMINUM STEEL ALUMINUM STEEL 50 4P8, 4010 ALUMINUM STEEL 80 4P10 ALUMINUM 80 457, 4V7 STEEL 8 WEATHER ENCLOSURE ONLY 147 Kg [325 LBS 284 Kg [625 LBS 147 Kg [325 LBS 284 Kg [625 LBS 147 Kg 325 L85] 284 Kg [625 IBS 147 Kg [325 LBS 284 Kg 625 LBS 147 Kg [325 L85 284 Kg [625 LBS 147 Kg [325 I85 284 Kg [625 L85 147 Kg 325 L85 284 Kg [825 LBS 147 Kg [325 LBSj 284 Kg 625 LBS 147 Kg [325 LETS] 284 Kg 625 LBS] 147 Kg 325 LBS 284 Kg 625 LBS REMOVABLE PANEL 114 [4.5] AIR INTAKE 3 01 Mi n m O AIR INTAKE 781 [30.7] o, DOOR REMOVAL CLEARANCE • —1555 [61.2] 714 [28.1] OPENING W/ DOORS OFF 2200 [86.6] 714 [28.1] -OPENING W/ DOORS OFF 305 [12.0] 4X 17.5 [.69] DIA MOUNTING HOLES • 2 -20-0Z SEE OW3d 3(71031 0-133-a (M-e) a as • sa mia KIM 9-7.37 om WWW 1/1000300; • 1105 05122 0101013331 a 3100011 WO= Haig 10-37, WE MeV [292421 03 • +ay.311 (5.2) 30W1. 231 WOW MOW) 013 334 [13.1] 203 [8.0] 635 [25.0] AIR DISCHARGE OPENING 965 [38.0] 1040 [40.8] WEATHER ENCLOSURE W/ ENCLOSED CRITICAL SILENCER 25 -80 MODEL RECONNECTABLE k 800V ALTERNATORS METRIC CAD FILE DIMENSIONS IN ] ARE INCH EQUIVALENT w106320 s sue® ss• .4C 6-m-07 iB Hl -0i DIMENSION PRINT 25 -60 ENCLOSURE 7 6 5 4 3 2 10. an (• 0 mamma 2a ADV -6656 I D. D C B A 8 1 7 6 5 4 3 2 D C B A 781 [30.7] DOOR REMOVAL CLEARANCE 714 [28.1] OPENING W/ PANEL REMOVED MODEL GENSEE WEIGHT (WET) W /SOUND ENCLOSURE SOUND ENCLOSURE ONLY 258 4P4 308 4P5 ALUMINUM 702 Kg [1545 L6S] STEEL 852 Kg [1875 LOS] ALUMINUM 725 Kg [1595 LBS] STEEL 875 Kg (1925 LBS] 768 Kg [1685 1.135] 916 Kg [2015 1.95] 748 Kg [1650 LEIS] 900 Kg [1960 LBS] 758 Kg [1671 185] 910 Kg [2001 LBS] 794 Kg [1751 L83 946 Kg [2081 LBS] 810 Kg [1786 IBS] 962 Kg [2116 LOS] 905 Kg [1995 LBS] 1057 Kg [2325 LBS] 949 Kg [2090 IBS]_ 1100 Kg [2420 LBS] 1008 Kg [2218 LBS] STEEL 1158 Kg [2548 LBS] 308 4P75 30 4P5 35 4P58, 405 45 4P78 45 4P8. 4010 ALUMINUM STEEL AUJMINUM STEEL ALUMINUM STEEL AUJMINUM STEEL ALUMINUM STEEL 50 4P8. 4010 60 4P10 ALUMINUM STEEL ALUMINUM STEEL 193 Kg [425 LBS 343 Kg 755 LBS 193 Kg [425 LBS 343 Kg [755 LEIS 193 Kg 425 LBS 343 Kg [755 LEIS 193 Kg [425 LBS 343 Kg [755 LEIS 80 4S7. 4V7 8 ALUMINUM 193 Kg [425 LBS 343 Kg 755 LBS 193 Kg [425 LEIS 343 Kg [755 L83 193 Kg [425 LBS 343 Kg [755 LBS 193 Kg [425 1.85 343 Kg 755 LBS 193 Kg [425 LBS 343 Kg [755 LBS 193 Kg 425 L85 343 Kg 755 LBS AIR INTAKE 114 [4.5]-+{ 0I ai u ro mt, a AIR INTAKE �. • 781 DOOR REMOVAL CLEARANCE 1I MOM a 2 -m-a 10-01 J® 455 0 am Sa25 /MO 70 CORI 0105$ 0-16-05 44-007 S®. 06020 .ma=. • SSRI. Sr® °CLOSU B NO =WS MOM P20161 SIR /0 -3-65 SEE DIET 1 p52623 11-02-06 011-0 RCM 252 /COO 4602121 6v2 427 X 915 [16.8 X 36.0] AIR DISCHARGE OPENING 0 2 0 1+ -1555 [61.2] 714 [28.1] -- OPENING W/— DOORS OFF 2200 [86.6] 714 [28.1] ^OPENING W/ DOORS OFF 305 [12.0] -508 [20.0] -- 7 6 5 4 4X 17.5 [.69] DIA MOUNR G HOLES 334 [13.1] METRIC CAD FILE DIMENSIONS IN [ ] ARE INCH EQUIVALENT NY20riMW rum 0A: rNa w1r ra. Ar0 SOUND ENCLOSURE W/ ENCLOSED CRITICAL SILENCER ax 25 -60 MODELS a RECONNECTABLE & 600V ALTERNATORS ... ROL 3 2 KOH laStRi6. MCI USA. DIMENSION PRINT 25 -60 ENCLOSURES 6-21 -01 0.75 P'q /OR60SCR60 I., as ADV -6656 1 Da 6-ES-CO 1 C B A DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT ILT-c©Tvm 2 1 JAN 1 9 t PROCESS #: B20091101217.04TOhL!m� FOLIO #: 1132050200050 SITE ADDRESS: 1291 NE 102 ST FEEPAYER: PAZ, EMANUELLE 1291 NE 102 ST MIAMI SHORES FL 33138 FEE DIST. CAT. CATEGORY TYPE ID CODE DESCRIPTION COLLECTION NO.: 99007 DATE: 12/02/2009 UNITS FEE EXTENDED AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 964 0.9180 884.95 AREA 1.0 5002 00 UNIT SIZE (SQ FT) -134 0.9000 - 120.60 TOTAL AMOUNT DUE: $764.35 PAID CHECK: $0.00 PAID CASH: $764.35 IFSRP_0005T CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: elv p4t4Ui5i, FAQ- PERMIT # ` 1,2-17 ADDRESS: 121 (i 10 S ✓WFi- FOLIO NUMBER: 11 $2429 '020 ()MOOD ZONE: A �✓ BASE FLOOD ELEVATION: O.0 FREEBOARD:. EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 14; 000 02a7r) COST OF PROPOSED IMPROVEMENTS: 1F.55/ (ATTACH COPY OF CONTRACT) i TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal)$ r0 VI 02 60 OWNERS E: (K OIZ DATE: /0/2'5/14 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: 14015 -. I. x 'nnl tli4 0- oF 41 s6 48.51) 1.044244u kne)trivti4 coRTAIN9 j 61eW'l b V gI3 3• O X T V 2D 0 - OirgullftWr kUU 1 10 40,6 +ao' Created on June 2009 Permit No: 09 -1217 Job Name: August 10, 2009 Miami Shores Viiiage Building Department a k-11 Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Please note if this is a historic building. Plans must be approved by HRS for the septic system. Provide receipt from Miami Dade planning and Zoning for impact fees. Corr •• - _ , _ _ ' I •lumbin• and K ctural must be completed. se arate ermit for the fence wall driveway, and -roof. . 6) This property is loca e a special Iood'PPazard area and must comply with MSV Flood Plain Management Ord,. Provide a substantial improvement verification form, available in the lobby. Provide an elevation certificate. ""4"4232b'8 Provide a copy of the contract and all sub contracts. Provide a survey less than 1 year old. 49 Provide all sub permit applications. Plans must identify the level of alteration per FBC Existing. "'4114%-.12 Provide an evaluation and analysis of the existing structure as per FBC Existing. abel the match lines to show connections. 1 he garage floor plans must show the tie in with the existing. 1 A -3 & A-4 need a wall legend. All exterior walls must be of masonry construction, no wood. MSV Ord 501 rovide soil boring report from a geotechnical engineer. ote 1 "concrete is incorrect, should be 28 days.( rovide a gable end detail; all gables must be concrete or masonry. $IRu.e rovide a statement of masonry design Provide a special inspector form. /00022) The roof framing plan is incomplete. Provide a framing plan that shows all lateral bracing, connections and loads. 3 rovide truss plans from the specialty engineer. ) The wind loads on the window and door schedule do not match the calculations. X25) Provide product approvals for al: windows and doors that have been reviewed and signed approved by the designer of record. —26) Provide a detail of the stairs showing compliance with FBC Residential. )7) Provide details of rails and quad: ;ncluding mounting details and loads. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -1217 Job Name: October 5, 2009 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by the historic committee. 2) Plans must be approved by HRS for the septic system. 3) Provide receipt from Miami Dade planning and Zoning for impact fees. 4) A separate permit for the fence, driveway, and roof. 5) This property is located in a special flood hazard area and must comply with MSV Flood Plain Management Ord,. Provide a substantial improvement verification form, available in the lobby. 6) Provide a copy of the contract and all sub contracts. 7) Provide all sub permit applications. 8) Provide an evaluation and analysis of the existing structure as per FBC Existing. 9) A -3 & A-4 need a wall legend. 10) Provide a gable end detail; all gables must be concrete or masonry. STRUCTURAL with ledger details. 11) The roof framing plan is incomplete. Provide a framing plan that shows all connections and loads. 12) Provide truss plans from the specialty engineer. 13) Provide product approvals for all windows and doors that have been reviewed and signed approved by the designer of record. 14) Provide a detail of the stairs showing compliance with FBC Residential. 15) Provide details of rails and guards including mounting details and loads. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 4 A A 26001 388 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 September 16, 2009 Re: Permit No.: RC -7 -09 -1217 Job Name: Paz Residence Dear Building Official, A- The following are responses to the Building Critique Sheet: 1) See sheet A -1 for Historic Building note 2) - 3) - 4) - 5) Low wall has been removed from scope of project by Owner /Client. See sheet S-2 for deleted foundation type 6) - 7) See attached 8) - 9) See attached 10) - 11) See sheet A -1 for Level of Alteration 12) See attached letter 13) See sheets A -3 & A-4 for match lines "A" & "B" 14) See sheets A -3 & A-4 15) See sheets A -3 & A-4 for wall legend listing new masonry and interior drywall partitions 16) See sheet A -3 for revision to Kitchen exterior door 17) See attached geotechnical report 18) Note revised to 28 in sheet S -2 19) See sheet A -7 for section 3 and detail 11 20) See sheet S-2 for masonry design guideline 21) See attached 22) See sheet S-1 for revisions to garage roof framing plan & sheet S-2 for added anchor types 23) - 24) See sheet A-4 and attached wind load calculations 25) - 26) See attached letter 27) See attached letter 4 B- The following are responses to the Structural Critique Sheet: 1) See sheet S-1 for revised note for 12x12 concrete column 2) See sheet S-1; T.S. means thickened slab 3) See sheet S-1 for match lines "A" & "B" 4) See attached calculations 5) See sheet S-2; tie beam has been increased to match wall 6) See sheet S-1; starter column no. 3 has been added by Kitchen exterior door. Starter column no. 1 & 2 are located at addition 7) See 7/S-2 showing 1 -1/2" recess in slab 8) S-1 & S-2 have been printed darker 9) — 10) See details 11/S -2, 7/A -5 & 8/A-5. Thank you, Victor J. Bruce A.I`A., LEER AR- 0017103 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Oft- [ t 7 Job Name Date STRUCTURAL CRITIQUE SHEET f errro,/---} be/92-e-dr c� �.z-. �. tern s4y, 1 9x 11. h a/ sh,4/f 05 -- v5 ' 4-114 ��r # 3 P ra" ✓ £t4141 /s 7 5 " L,n (4 e- fiAit ro-e fort 4/ 7 GVaiAl e the ti? Weed CZr%7 f/rucherat C4 ?4f Ae., ! amj1.s /aysj -f 001 .:71 fr l��ic. ✓ el=av`l r' " G015 4/ 6�1 -�1.e. doves- rt Be4ms- ill tot Jf '- some ©e Jhhe as C6 1s. ® Provide, S7 aete e- , c c,-/ s Where n-e iJ wA 11 e /i -t/ exist' (2) 0-41- T/5-2-7 YL'cc°5 5 14fPc k 192.`` beletv fiear /eVel• SEf ,e+u coJ-4/ 4 zcr/i /�r1i4t hal=ls 1 SGa eide dgrrer -- Nee4 5 a•ei HO leads 7C errors. 60 There may be orcicut-1oial ‹o /4,..e 71s i'e ✓zew eF l te- szfbmrifad. 6.4 jjiG u a /CO ni4S et Oerfpti1f el Ind f/. 7'e1`rae-e Miapii Shores Viiiage B ilding Department • 10050, N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 071) 12 DATE: G� ° � l rt4, 4Ct›A.1 I, ..g-eoififractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) t4Z.L.t Address: From the building department on this date in order to have corr ctions done to plans And/or get County stamps. I understand that the plans need to e brought back to Miami Shores Village Building Dep7.rtment to continue alp roc ss. WO Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: �C' ce6 (OVI/,U4,1A1 Pk\ CA,Aerik Cfaivve -0 Ce-ca \Mk co-f( c\c) wad 8al3 kp( I Sa \I jQsva d ,.s oPr, n -50674 laws. }ire, X51 of III convw.,h (afflsIa 4kat he, isnot ��an�, Par 1 o,f_��Id' Said ice{" �lu�w,r' �S �"4�4iW -JD do n'te- 4. � 011 �fTi Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Pennit NO. RC-7-09-1217 Issue Date: Not Issued Pei Residentlal Constructkrn 1446. itintAiteititOPM: Expires:Not issued Folio Number:1132050200050 Owners Name: EMMANUEL PAZ Owners Phone: (239)565-3103 i Job Address: 1291 102 Street Miami Shores, FL 33138- Total Job Valuation: $ 125,000.00 '.•::,„,.—:.:...:.:.:.::„--:,•:•:.:.::.:.:::::.:.:.:::::.:::.:::.:•:.:•:::.:4:::::::::.::R•.:::::::w:.:--:‘::.:----:::.:::---:t:::---:::::::::::::::::::::::.::::—:::::::::::::::::::::::::::::::::::::::::::::::R:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::---...— Total Square Feet: ..:. Contractor(s) Phone Primary Contractor •• •• •• •• •• •• •• •• •• •• F&F CONSTRUCTION SERVICES INC (954)454-1948 Yes •• •• •• •• •• •• •• •• Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/23/2009 : Yes Comments: g () Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c - ermit tNo. Job Name At PLUMBING CRITIQUE SHEET /g/ Moo 1 yo 41 �� (1-5t' A-) Miami Shores Viiiage Building Department RECEIPT PERMIT #: 6?-701/7 DATE: ___fje ife127/X-4-. Kcontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: ,J.1 i "//=' /c 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to a brought back to Miami Shores Village Building Department to «.'tinue rmitting pr ss. Acknowledged by: PERMIT CLERK INITIA RESUBMITTED DATE: ern IIO10 PERMIT CLERK INITIAL: Permit No: 09 -1217 Job Name: October 5, 2009 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet tans must be approved by the historic committee. tans must be approved by HRS for the septic system. rovide receipt from Miami Dade planning and Zoning for impact fees. A separate permit for the fence, driveway, and roof. This property is located in a special flood hazard area and must comply with MSV Flood Plain Management Ord,. Provide a substantial improvement verification form, available in the lobby. i Provide a copy of the contract and all sub contracts. P rovide all sub permit applications. ,8) Provide an evaluation and.analysis of the existing structure as per FBC Existing. A -3 & A-4 need a wall legend. 10) Provide a gable end detail; all gables must be concrete or masonry. STRUCTURAL with ledger details. +) The roof framing plan is incomplete. Provide a framing plan that shows all connections and Toads. 12) Provide truss plans from the specialty engineer. 3) Provide product approvals for all windows and doors that have been reviewed and signed approved by the designer of record. 14) Provide a detail of the stairs showing compliance with FBC Residential. 4) Provide details of rails and guards including mounting details and loads. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 M iani Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: O" 1 r) 101 1,71D9 tcCc c( Ik Sit I, Contractor ❑ Owner ❑ Architect P' ed up 2 sets of plans an Address: (other) 'k? iYl� I gel I ^C )0 24 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildi ti Department continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 09 -1217 Job Name: April 15, 2010 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Details do not match revised plan. 2/S -2 shows a monolithic foundation. Revise all details affected. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 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 RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -7-09 -1217 Owner EMMANUEL PAZ Contractor F&F CONSTRUCTION SERVICES LLC Subdivision/Project NONE Date Issued 4/13/2012 Occupancy Construction Type R -3 Load N/A Occupancy Square Footage 692 SQ FT Type SINGLE FAMILY HOME Description of GARAGE ADDITION Work 181291 NF 102 ST Miami Shores FL 33138 - Location Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE