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RC-09-1130
1 's Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 149520 Permit Number: RC -7 -09 -1130 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until 1 's Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 149520 Permit Number: RC -7 -09 -1130 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 4 meR Engineering Designs 9330 NW 13 St Dora!, Fl 33172 Tel: (305)594 -2382 Fax: (305)594 -2366 CA# 26942 PE# 50573 Date: 07/20/10 Ref Hassan Residence 230 NE 107 St Miami Shores, FL 33161 Permit# 09 -1130 This certificate is to serve as verification that the above mentioned site was visited and visually inspected in accordance with the Florida Building Code. In regards to the new bathroom and living room addition we inspected all masonry block installation, tie columns, tie beams, filled cells, concrete pour and all doweled reinforcement embedded with epoxy and trusses, All of these items conform to our specifications and calculations and meet FBC 2007 requirements for their application. Hence, we approve all the above mentioned. Sincerely, Geor• e U derhill R (President) . .. 0 1 ?;; No, 5 *5 3 • ;c * SZATE OF .:fW 4) ,) , : , : ; . c, * • f 0. is l! JUL 3 p 201 B ,r Scheduled Inspection Date: August 16, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 149985 Permit Number: RC -7 -09 -1130 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Passed / _ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 14 of 26 Inspection Number: INS P-149518 Permit Number: RC -7 -09 -1130 1 Inspection Date: July 30, 2010 Inspector: Bruhn, Norman JEL JN Owner: HASSAk„ Job Address: 2 0 ?T S Project Mi Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 July 30, 2010 For Inspections please call: (305)762 - 4949 Page 1 of 1 Passed w � Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INS P-149518 Permit Number: RC -7 -09 -1130 1 Inspection Date: July 30, 2010 Inspector: Bruhn, Norman JEL JN Owner: HASSAk„ Job Address: 2 0 ?T S Project Mi Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 July 30, 2010 For Inspections please call: (305)762 - 4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name HASSAN BENJELLOUN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 NE 107 STREET City MIAMI SHORES State FL ZIP Code 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 2231 013 0670 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8725 Long. 80.1936 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 16 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) 0 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes No B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile !■ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ii NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ? ■ 4 No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 1 Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MDCEVertical Datum NGVD 1929 Conversion /Comments This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. a) b) c) d) e) t) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.10 Top of the next higher floor NA N.g NA 10.17 Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? i1 Yes ❑ No Certifiers Name GINO FURLANO Title VICE PRESIDENT Address 5950 W. OA ilAND PARX BLVD #108 Signature FEM A Form r 09 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION RESIDENTIAL Horizontal Datum: to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAMI -DADE SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 9.6 9.7 NA A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 d) Engineered flood openings? ❑ Yes I.t Check the measurement used. feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION License Number 5044 Company Name ALL COUNTY SURVEYORS City LAUDERHILL State FL Date 7/26/10 Telephone (954) 777 -4747 See reverse side for continuation. For Insurance Company Use: Policy Number Company NAIC Number B3. State OMB No. 1660 -0008 Expires March 31, 2012 MAD 1927 ❑ MAD 1983 sq in No Replaces all previous editions B4. Map/Panel Number 12086CO302 B5. Suffix L B6. FIRM Index Date 9/11109 B7. FIRM Panel Effective/Revised Date 9/11/09 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) NA U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name HASSAN BENJELLOUN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 NE 107 STREET City MIAMI SHORES State FL ZIP Code 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 2231 013 0670 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8725 Long. 80.1936 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 16 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) 0 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes No B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile !■ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ii NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ? ■ 4 No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 1 Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MDCEVertical Datum NGVD 1929 Conversion /Comments This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. a) b) c) d) e) t) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.10 Top of the next higher floor NA N.g NA 10.17 Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? i1 Yes ❑ No Certifiers Name GINO FURLANO Title VICE PRESIDENT Address 5950 W. OA ilAND PARX BLVD #108 Signature FEM A Form r 09 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION RESIDENTIAL Horizontal Datum: to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAMI -DADE SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 9.6 9.7 NA A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 d) Engineered flood openings? ❑ Yes I.t Check the measurement used. feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION License Number 5044 Company Name ALL COUNTY SURVEYORS City LAUDERHILL State FL Date 7/26/10 Telephone (954) 777 -4747 See reverse side for continuation. For Insurance Company Use: Policy Number Company NAIC Number B3. State OMB No. 1660 -0008 Expires March 31, 2012 MAD 1927 ❑ MAD 1983 sq in No Replaces all previous editions r_insu ance_Coi ipany.0 -- Policy Number Company NAIC Number .. 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. 230 NE 107 STREET City MIAMI SHORESState FL ZIP Code 33161 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (PARTIAL TOPOGRAPHIC) JOB# 10 -34423 Signature SECTI • E - UILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Uuiid:ng 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. 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 convct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) C2E =A/C SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date 7/26/10 Date Telephone ❑ 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. 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. 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 G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Title Telephone Date State ZIP Code ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 230 NE 107 STREET City MIAMI SHORES State FL ZIP Code 33161 For Iris �pany s : If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. PICTURES TAKEN ON 7/26/10 inspection Number: INSP - 149522 Permit Number: RC -7 -09 -1130 I Inspection Date: July 30, 2010 Inspector: Dacquisto, David Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 6-7Y 7/0 P a ed Inspector Comments tl t Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP - 149522 Permit Number: RC -7 -09 -1130 I Inspection Date: July 30, 2010 Inspector: Dacquisto, David Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 bOCUMENT COVM PAC . .1 111 1 111 111 1 1111 11 111 CFW . 201 ORO51 124 9 OR Bk 27370 Fas 0664 - 6651 (21140 RECORDED 07/30/2010 09:19:53 HARVEY RUVIN, CLERK OF COURT tlIAMI -DAOE CITY, FLORIDA agree: 200 . WITNESS(ES) Signature an n n� AL Le et- .11.fiwqr Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE My commission expires: SWORN TO AND SUBSCRIBED before me on this / day of %%% "''°°•• Valeria Simoens av , v i e .. '' COMMISsIoN #DD809582 '' D(PIRES:JULY 29,2012 y4 4 4 ∎ 1 WAV.AARONNOTARYCOm TATE OF FLORIDA, COUNTYOF DADE HEREBY CERTIFY that This is a true copy of the : o' hiscx1"raeoi �i0 - day of Aga �_. A.B.20 O HA : SS m t rid Mc' S. HA ` irauit and County Cour4s By �/,% 0 _. '// . D.C. i OR Br, 27370 PG 0665 CAST PAGE M iami Shores Village Building Department 10050 N.E.2nd Avenue i Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY THESE � a--C\ PRESENTS: 11 WHEREAS, the undersigned tie( -C\ ef1S �1 O U is /are the fee simple owner(s) of the following described property (Property) situated and being in Miami Shores Village, Florida: Lot(s) g d.)..1 Block _� of F rs4 i-vitx, , egseci.t;na Iiar k(Subdivision), according to the plat thereof, as recorded in the Plat Book Page ga of the Public Records of Miami -Dade County, Florida, (address) 2 -30 NE i a'i -. 'T / !31 i 1. m i Sao reS and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration 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 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a 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 declare(s) 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 binding 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 WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed ereto on this day of __■ NERS: Signature and Print I HEREBY CERTIFY that on this day personally appeared before m 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. agree: 200 WITNESS(ES) Signature an nn0 I (1L L rg. frti /p .o,V Signature r and Print STATE OF`FLORIDA COUNTY OF MIAMI -DADE My commission expires: TATE OF FLORIDA, COUNTYOF DADE HEREBY CERTIFY that ihis is a true copy of the at : � HI this coat. Oa 0 of O .i *4Y 41, •• Val�a .& )Qs e - 9COMMISsiON IDD809582 s p =,, hoc EXPIRES: JULY 29, 2012 � In n" • WWwAARQNNOTARYcom A.D. 20 d and Ofiii Seat. HA 'E"f •) 'LOA / . G rad and County COLAS By l * ! // ,. D.C. OR BK 27370 PG 0665 LAST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue i Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY t THESE PRESENTS: 1 WHEREAS, the undersigned 410. SS • r\ ( ei elk O U A is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: pp Lot(s) g d,j..d Block 5 of firs+ Ate,;+ V, ikted Ina `ar1((Subdivision), according to the plat thereof, as recorded inthe Plat Book Page 4 r, of the Public Records of Miami -Dade County, Florida, (address) 23O I Ot / i (!gym i S(7o fes and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration 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 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a 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 declare(s) 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 binding 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 WITNESS WHEREOF, the undersigned has/have caused hand(s) and seals) to be affixed ereto on this day of SWORN TO AND SUBSCRIBED before me on this l/ 1 day of Signature and Print k ciw I HEREBY CERTIFY that on this day personally appeared before who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed foregoing, freely and voluntarily, for purposes therein expressed. 5 mi Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 149521 Permit Number: RC -7 -09 -1130 I Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 Passed ti�G� dj�� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until 5 mi Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 149521 Permit Number: RC -7 -09 -1130 I Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 BY: PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1 Purchaser's Name and Address: Project: Hassan residence Addition Square Footage: 557 Chemical: Cypermethrin Number of structures treated: 1 Date of Completion: 07 -16 -10 Guarantee None X 1 Year 5 Years LICENSE NO. JB 1752 ACCURATE PEST • NTROL, INC. Harvey Smades, President AJ °s Construction Group, Inc. 230 NE 107 Street Miami Shores, FL 33161 Treatment Site: 230 NE 107 Street, Miami Shores, FL 33161 Time & Date: 7 -16- 10 10:00 am Renewal Yes No X Permit # RC -7 -09 -1130 Number of Gallons: 56 Product : Cyper TC @ 0.25% Technicians Name: Breck Bishop 1/4 ,, 7 if,"F f:CP JUL O2010 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 PEST CONTROL, INC. Authorized Signature LICENSE# JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7 A J `s Construction Group, Inc. 954 -562 -3371 230 NE 107 Street, Miami Shores, FL 33161 Hassan residence Addition Permit # RC -7 -09 -1130 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance wi rules and laws established by the Florida Department of Agriculture and Consumer Services 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 nspection Number: INSP - 149519 Permit Number: RC -7 -09 -1130 Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 PassedQ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 149519 Permit Number: RC -7 -09 -1130 Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 July 28, 2010 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 To Whom It May Concern: RE: 203 NE 107 ST , Miami Shores — Insulation This letter is to confirm that R30 insulation was used in the ceiling and R4 insulation was used for the walls of the additions at the above referenced property. If there is anything further that is required, please feel free to contact me at 954 -562 -3371 Sincere C Ale andra Rampy General Contractor AJ's Construction Group, Inc CGC1507830 3096 SW 1,4"' Street • Fort Lauderdale, FL 33312 • Phone: 954-578-3737 Cell: 954-562-3371 • E -mail: info@ajsconstructiongroup.com Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 )nspection Number: INSP - 149517 Permit Number: RC -7 -09 -1130 I Contractor: AJ'S CONSTRUCTION GROUP INC For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 Passed 7/1°Q /CSeIIU Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 )nspection Number: INSP - 149517 Permit Number: RC -7 -09 -1130 I Contractor: AJ'S CONSTRUCTION GROUP INC For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 LLLLLLL LLLLLLLLL LLLLLLLLL LLLLLLLLL bicee 1±17. • L • • L LL EI L ±B±L LLLLLLLLL LLLLLL OMNI EMU KIM mimi 2 11111111111111111111111111111111 11111111111111111111111111111 allattrariantazall 1111111111111110111111110 EM S NM 'Mr— "1=1111111 Ma MI ram &ion L%1111 Lr.mi HI • • MN mi MEM NM I= NM IM MAP OF BOUNDARY SURVEY INVOICE NO.: 10- 34423 PROPERTY ADDRESS: 230 NE 107 STREET, MIAMI SHORES, FL. 33161 LEGAL DESCRIPTION: LOTS 8 AND 9, BLOCK 15 OF "FIRST ADDITION TO PASADENA PARK" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 82 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFICATIONS: HASSAN BENJELLOUN FLOOD ZONE INFO: COMMU PANEL FLOOD Z DATE OF BASIS OF BEARING: !-L- r. Miami Snores Village ZONING DEPT BLDG DEPT Er.* wit SUBJECT 10 CCMPUANCE WITH ALL FEDERAL STATE AND CGUNIY r1U LES AND REGULATIONS . ' .................... ..... . ............... . ....... ......... . . . . ............. ...... ........ . ......... .......... ........ ...... ................. .......... ................... .................. . ................... . .... ................. ......... " " • • • • • • ' " • ' " • ' • • • • • " " ' .......... 1:01th...STREt ........... ......... . ...................... . . .... .................. . . ................... . • • c1P.".7.7.79EAR1149 BASE F....... ....... . . ........ ASPHALT ............... ....... ....... ... . 49 • • • " " " ..... . . . . ..................21.5'±- PA M ...... ..... ................................................ .....-..... ........ .......... ............... ... . . . . . .... . ............. " ............................"..2................... ................ ........................ ........ .................................................. V.7.7.7.7.7.7.72.7.7.7.. ... . . . ... . .... .. . .. . . ... .. . . ..... ..... ... ... .... . . .... .................. . ..... .. . ....... ...... . . . .......................7 • • " ' " " " ' • • • " " .7.7.7.7.7.7.7.7.7.7.7.7. BLOCK 15 DATE 0 co W.P.P F.I.P. 1/2" (No I.D.) 4.4' 4.3' 0.9' F.I.P. 1/2" (No I.D.) S87°24 115.00' (R&M) LOT 7 BLOCK 15 19.25' PARKWAY Cr) F.N&D. (NO I.D.) 0.4' 20.0 F.I.P. 1/2" (No I.D.) Phon : ALL COUNTY SURVEYORS — _.•111111111111•Th , -/ `),, M 111 ( I i I Fax (954) 777-2707 allcountysurveyors.com 5950 W. Oakland Pk. Blvd. A/C = AIR CONDITIONING UNIT ADJ = ADJACENT ASPH = ASPHALT B.C.R. = BROWARD COUNTY RECORDS BOW = BACK OF WALK BM = BENCHMARK CALC. = CALCULATED CA = CENTRAL ANGLE C/L = CENTERLINE CB = CATCH BASIN CBS = CONCRETE BLOCK WALL CE = CANAL EASEMENT CHATT = CHATTAHOOCHEE CONC.= CONCRETE CM = CONCRETE MONUMENT COL = COLUMN DE = DRAINAGE EASEMENT D = DEED EASE = EASEMENT EOP = EDGE OF PAVEMENT ELEV. = ELEVATION EOW = EDGE OF WATER EOP = EDGE OF PAVEMENT FF = FINISHED FLOOR FD = FOUND INV = INVERT IP = IRON PIPE IR = IRON ROD L = LENGTH LAE = LIMITED ACCESS EASEMENT LF = LOWEST FLOOR LME = LAKE MAINTENANCE EASEMENT M = MEASURED N9 NiX 66 747 - - Suite 108 - Lauderhill, FL 33313 ME = MAINTENANCE EASEMENT NGD = NATIONAL GEODETIC DATUM N/D = NAIL AND DISC N/G = NATURAL GROUND NR = NON RADIAL NTS = NOT TO SCALE N/TT = NAIL AND TIN TAB ORB = OFFICIAL RECORD BOOK P = PLAT PB = PLAT BOOK PBCR = PALM BEACH COUNTY RECORDS PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PG = PAGE PI = POINT OF INTERSECTION POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PR = POINT OF TANGENCY P/L = PROPERTY LINE R= RADIUS RGE = RANGE ROE = ROOF OVERHANG EASEMENT RP = RADIUS POINT R/W = RIGHT OF WAY SEC = SECTION SNV = SIDEWALK TOE = TOP OF BANK TYP = TYPICAL UE = UTILITY EASEMENT WPP = WOOD POWER POLE — WOOD FENCE — — CHAINLINK FENCE GENERAL NOTES: (1) THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. (2) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. (3) ELEVATION ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). (4) IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED FOR CLEARER ILLUSTRATION. MEASURED RELATIONSHIP SHALL HAVE PRECEDENCE OVER SCALE POSITIONS. (5) ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. (6) UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. (7) WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.10 (FT) (8) NOTE: "I HEREBY CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR AND MAPPER BASED ON THE SURVEYOR AND MAPPERS KNOWLEDGE AND INFORMATION, AND IT IS NOT A GUARANTEE OR WARRANTY EXPRESSED OR IMPLIED. (9) ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION THIS SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA. DATE OF ORIGINAL 1FIE I,. D WORK 1/26/10 SURVEYORS CERTIFICATION:, I HEREBY CERTIFY /NAT THIS BOUNDARY & PARTIAL TOPOGRAPHIC • „._.___ SURYEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURV/E' AS SET, FORTH BY THE FLORIDA BOARD OF SURVEYORSAND MAr•PERS IN CHAPTER 61017-6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT a SECTI,D • 027, FLORIDA STATUES. 9 0 a y; GINO ;. 0, PRO IONAL SURVEYOR & MAPPER FLOR REGISTRA /*N NO. 5044 NOT ALIO WITHO SIGNATURE AND ONCINAL. RAISED SEAL OF THE FLORIDA LICENSED SURVEY AND MAPF 'ER SHOWN ABOVE) Inspection Number: INSP - 144647 Scheduled Inspection Date: June 03, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments 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 - 144319. CREATED AS REINSPECTION FOR INSP- 118785. PARTIAL FRAMING. AS. 05.21.10 East addition only. NB All ok except truss repairs for holes in bottom chord in Bathroom addition. NB June 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RC -7 -09 -1130 Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 20 of 39 JUNE 2ND , 2010 BUILDING OFFICIAL CITY OF MIAMI SHORES MIAMI -DADE COUNTY RE: A J'S CONSTRUCTION 230 NE 107 ST MIAMI SHORES, FL GENTLEMEN: YOURS TRULY JOSE MARTINEZ , P.E ,IUN, (' 2 ZQW Joss MA€ TINEZ, P.E. Consulting Engineer Civil/Structural 24 E. 5th Street Hialeah, FL 33010 Phone (305) 667 -6797 f,m .. 77 031 509) BEST TRUSS co. F Wood Structure Specialists PLEASE BE ADVISED THAT THE REPAIRS DONE AT THE ABOVE MENTIONED ADDRESS WERE MADE ACCORDING TO THE SIGNED AND SEALED REPAIR DETAILS AND THAT THEY COMPLY WITH THE FLORIDA BUILDING CODE. 7035 S.W. 44 Street Miami, Florida 33155 Telephones 305- 667 -6797 Fax: 305- 667 -0592 e -mail to the attention of: besttruss @aol.com Trs Truss Type lOty AJ'S CONSTRUCTION GROUP us ----- 0007 10808 T1 ROOF TRUSS 3 l EST'ffiiM FL., ,. , mIcalm--;- 7.14 Iun 2oa o narstrles,k Inc. Tue Jun 01 13:33:43 faid Parl'i i -2-8-0 44-10 24-0 4-5-10 PROVIDE A 2X4 #2 SYP NAILED TO BOTH FACES OF TRUSS BOTT. CHORD USING 16d NAILS @ 3" 0,C, STTAGERED. 444 3 310 (IT 13 8-2.8 11-114 18-54 19-14 3-8-14 3-8-14 4-5-10 244 - FIELD REPAIR DETAIL I to scab truss bott. chord 14 *-441 1 8 -5 -0 • 8-2-8 8-2-8 244 ---- Y2 HOLE" Plate Offsets (X,Y): 18:04-0 04-0] LOADING (psi) TCLL 30.0 TCOL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP SS BOY CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SPACING 2-0-0 • Plates Increase 1.00 Lumber Inure** 1.33 Rep Stress Incr YES ' Code FBC2007/TP12007 - - - - — – ' I CSI TC 0.69 BC 0.73 WB 0.19 (Matrix) DER In (loc) Ude Lid Vert(LL) 0.12 8 >999 350 V.rt(TL) 4.41 6-8 >458 180 Horz(TL) 0.04 8 nla n/a BRACING TOP CHORD BOY CHORD REACTIONS (IbIsize) 20111810-8-0 (min. 0-14), 80111810-8-0 (mln. 0-14) Max Uplift2=-1475(LC 3), 60-1475(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-200146, 2410-1692/1701, 3-11.461811723, 3-40-1356/1465, 4-5-438611485, 5-120-161611723, 6-120-1892/1701, 6-700140 BOT CHORD 243=4351/1816, 8430-1351/1516,13-140-1351/1516, 64404351/1616 WEBS 4-80-52/398, 54044W346, 3-5--3401345 USE A TOTAL OF 56 - 160 NAILS 16 d naisl @ 142 # per nail as prer N.D.S. = 7952# NOTES 1) Unbalanced roof Dye loads have been considered for this design. 2) Wind: ASCE 7-08; 148mph (3-second gust); TCD1.09.0psf; BCDL=6.0ps1; h•10ft; Cat. II; Exp C; enclosed; C-C Comer(3) -2-5-9 to 14-7, Exterlor(2) 14-7 to 4-2-8, Corner(3) 4-2-5 to 8-2-8, Exterlor(2) 12-2-4 to 14404; Lumber DOL01.33 plate grip DOL 3) This truss has been designed for a 10.0 pet bottom chord ihr• load nonconcurrent with any other live loads. 4) Provide mechanical connecUon (by others) of truss to bearing plate capable of withstanding 1475 lb uplift at joint 2 and 1478 lb uplift at joint 6. 5) This truss has been designed for a moving concentrated load of 200.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with other live loads. LOAD CASE(S) 1) Regular: Lumber Increase-1.33, Plate Increase-1.00 Uniform Loads (plf) Vent 14040, 4-7040, 2-6=-20 2) IBC BC Live: Lumber Increase=1.28, Plate Increase01.25 Uniform Loads (pit) Vert 14.00, 4-7040, 240-40 3) C-C Wind: Lumbar Increase-1.33, Plate Increase01.00 Uniform Loads Wig Vert 1-20183, 2-110166, 3-11093, 34=156, 4-50166, 5-12093, 8-12=156, 6-7=183, 240-12 Hors: 1-20-201, 241.-174, 3-110-111, 340474, 4-50174, 5420111, 6-120174, 64E201 4) 1st unbalanced Regular: Lumber increase-1.33, Plate increase-1.00 Uniform Loads (pit) Vert 1-4040, 4-7040, 241020 5) 2nd unbalanced Regular: Lumber increase-1.33, Plate Increase-1.00 Uniform Loads (plf) Vert 1-4040, 4-7040, 24=40 6)1.1 Moving Load: Lumber Increase-1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 140-30, 4-70-30, 24=-30 Concentrated Loads (Ib) Veit: 13•-200 7) 2nd Moving Load: Lumber increase-1.33, Plate Increase-1.00 Cont1nued on page 2 Weight 80 lb Structural wood sheathing directly applied or 64-10 cc Rigid ceiling directly applied or 4-1142 cc bracing. [ Minsk recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. PLATES GRIP MT20 2441190 33. _ ruse Type 10000 IM (ROOF TRUSS RAT ;i — z 3-711 C PROVIDE A 2X4 # 2 SYP NAILED TO BOTH FACES OF TRUSS BOTT. CHORD USING 16d NAILS 3" O,C, , STTAGERED. to fir Fiats Offset (.Y): 4:0. 44,0.2 , t1:0.24,0.24 LOADING (psi) TCLL 30.0 TCDL 16.0 BCLL 0.0 BOX. 10.0 LUMBER TOP CHORD 2 X 4 SYP SS *Except' 44:2X4 SYP No.2 BOY CHORD 2 X 4 SYP No.2 WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 Contlnusd on pase 2 • SPACING 244 Plates increase 1.00 Lumber Increase 143 Rep Stress her YES Code FBC2007RPl2007 w 744 3.4.1 4 us= e Hb4= 44- ▪ - I4' 0 FIELD REPAIR DETAIL to scab truss bott. chord 744 _ 7-0-0 CS1 TC 0.65 SC 0.61 WS 0.0$ (Matrix) • 9.1~0 +- 244 +— l BRACING TOP CHORD B OY CHORD REACTS pieta) 201115644 (min. 0.14), 701116/040 (min. 0.14) Max UplM204214(LC 3), 7..1214(LC 3) FORCES (lb) - Maximum CampresslonlMaaimum Tension TOP CHORD 1.2.0145, 244•- 15511552, 3404622610, 34=.1461460, 4401- 1370671, 64=4461/60, 6.16.- 1622/S10, 1.11.- 1661612, 7440141 BOY CHORD 2.16. 47711476, 11.16 - $7711476,1041-461111370,1140 5-17.- 67711475, 7.110-677/1470 WEBS 341.- 202150, 441•01150, 64.01260, 64E402160 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 741;141mph (3 -second gam; TCDL•01pef SCDL9.0pxf; h•10ft; Cat 6; Sap C; enclosed; C•C Conn(3) 444 to 14.7, 3) P P 2) nh Ca a)14 to 16404; Lumber 001.111.33 plate grip DDLE1A0 4) TMs buss has been designed for a 10.0 psi bottom shod live load naaoncumnt with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plats capable of withstand*. 1214 lb uplift *Joint 2 and 1214 lb uplift at lolni 7. I) This truss has been designed fora moving concentrated bad of 200.OIb dead Located at all mid panels and at all panel points along the Bottom Chord, noconcummt with any other live loads. LOAD CASS(S) 1) Regular. Lumber Increase•I.33, Plate Increase■I.00 Uniform Loads (pi) Vert 14.40, 44240, 14240, 24 2)1BC SC Live: Lumber Increase-1.25, Plate hcrease•1.21 Uniform Loads (p6) Vert 14=40, 44= -30, 64140, 24.40 3) C•C Wind: Lumber Increase•I.33, Plats l creass•1 Jig Uniform Loads (pit) Vert 1- 2.163, 2•14-166, 414-53, 4446, 645-53, 746066, 74-1111, 2.7. -12 Hera: 141401, 2- 14-474, 4.14E -111, 6.16 746.174, 74.201 4)1Mt unbalanced Regular Lumber Increase-1.33, Plate Increasr1.00 Uniform Loads (pit) Vat 14•-60, 46240, 54 .40, 2.7•40 6) and unbalanced Regular. Lumber Incease•1.33. Plate Increass■1.00 Uniform Loads (pit) Vert 14-40, 45• -60, 54• -60, 2.7•40 6)1st Moving Load: Lumber Increase■1.33, Plate Increase•1.00 Uniform Loads (pin) Vert 14•40, 4230, 64040, 24•40 Concentrated Loads (b) Vert 12200 Job Rafere ee 7.110. Jun 31 206$ Ins. to Jamifif 37 DE2DIO i=i0'o 12-!•1 194-0 19-1 .0 . 341 74.111 + DEAL In (foe) Udell Vet(LL) 0.09 5.11 s5q VergTL) 4.31 241 s61$ Hors(TL) 0.04 7 n/a USE A TOTAL OF 58 -18D NAILS 18 d naisl ®142 # per nail as per.D.S. = 7952# b4 , 1544 Lid 350 160 n/s 740 PLATES MT20 Weight $1 b GRIP 2441150 Structural wood sheathing directly applied or 64.16 cc puffin. Rigid ceiling directly applied or 744 oc bracing. Web recommends that Stabilisers and required cross bracing be Metaled during truss erection, in accordance with Stabilizer Installation guide. 0062 fi •••• • PROVIDE A 2X4 # 2 SYP NAILED TO ONE FACE OF TRUSS BOTT. CHORD USING led NAILS 3" O,C, STTAGERED. OM bete (X.1h: E*4- $10. LOADING (pal) TCU. 30.0 TOOL 111.0 D OLL 0.0 B CDL 10.0 LUMINA TOP CHORD 2X4SEP SS SOT CHORD 2 X 4 SYP SS OTHeRS 2 X 4 SYP Not Continued on mei_ �_ -2 S FIELD REPAIR DETAIL to scab truss bott. chord SPACING 240 Plates Increase 1.00 Lumber brims* 113 Rep Siren no YES Code FSC2007ITP12007 CM TO 010 , S C Oil VA 0.00 (Matrix) FAS Trues J1 ST TRUSS CO, MK PL MGT TRAM. Treed Type ROOFTNU1S 1 USE A TOTAL OF1818D NAILS PER FACE 18 d naffs! 142 # per nail as per.D.S. = 2272# REACTIONS Ann) 3.1311Mecha heal, 24111040 (min. 0.14), Max Hors 2•333(LC 3) Ma Up164■- 401(LC 3), 1v400(LC 3) Max Grey 3.131(1.01), 2.111(LC 1), 4.241(LC 11) FORCES (Ib) • Maximum CompressionlMaximum Tension TOP CHORD 1.2401411, 24.41130 S OT CHORD 24414, 44 040 040 DEFI. in (lee) Udall WALL) -0.02 24 MO V!A(TL) -0.14 24 > Has(TI.) 4.00 3 WW NOTES 1) Wind: ASCE 740; 141mph (3- second gust); TCDL•fJpsf; SC01•1I.1thsF, h•101k Cat. II; Exp C; enclosed; C.0 plots grip D0L.1.01 2) This truss has been Refer gbder(s trues truss for a 10Aar chord live bad nenconounernt with any other live loads. 3) 4) Provide mechanical cormsellon (by others) o1 trues to b ng plate capable of b 200 upllt at Joint 3 and IP) Thin truss hss been designed fora moving concentrated load of 200.06 deed located at a0 mid panes and at ads panel rm Bottom Chord, nconcurrent with any other live Asada. LOAD mm Regular: Lumber bnareass•1A s.1 3, Plate lncreaAO Uniform Loads (p0) Vert 14•40, 24•-20 2) IOC SC Lire: Lumber bncreaee.1.21, Plats lnerase -1.21 Uniform Loads (p0) Vat 14.40, 24.40 3) C4 Wind: Lumber bncresseell.33, Plate bncressa1 A0 Uniform Loads (p0) Vert 1.21111, 24.120, 24013 Ham 1.•.173, 24•.14S 491st Moving Load: Lumber lncresss•1.33, Plate Inareese•l i0 Uniform Loads (pie) Vert 14.40, 2.4••20 Concentrated Loads (Ib) Vert 12-401 1) 2nd Moving Load: Lumber I ncrease..33, Plate Increase-1.00 Uniform Loads (ptl) Vert 14•40, 2.4•.20 Concentrated Loads (lb) Vert 2.400 1) 3rd Moving Load: Lumber lncrssss•1.33, Plate Increase•1 A0 Uniform Loads (pp Vert1.4•f0,2.4. 0 Ply A.111 CONSTRUCTION GROUP j 1 ,�o� L1 • Jun 4� M u� N Lid 310 110 der r lxtabr(2►; Lumbar DOLMAS 100 lb up& at Jebnt 2. points along the PLATES ORIP ETA 2441110 Weight 24 lb 4 r 2 p12 %Owl 0Is. B RACES TOP CHORD Structured wood sheathing directly applied or 144 cc nabs. S OT CHORD Rigid clang directly applied or 1044 oc bracing. • MITeb'no maen& that Sta6Ubers and required cross bracing be b p+ truss erection, In accordance nth Stabiliser orb • 1148 Job Trues 10808 J9 BEST TRUSS CO., MIAMI, FL., MR CO. PROVIDE A 2X4 # 2 SYP NAILED TO ONE FACE OF TRUSS BOTT. CHORD USING 16d NAILS @ 3" O,C, STTAGERED. { ft I - - Plate Offsets (X,Y): (_2:04.4 LOADING (pst TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2X4SYPSS SOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-54 Continued on page 2 -2.8 -0 2-8-0 ltnaa Type ROOF TRUSS FIELD REPAIR DETAIL to scab truss bolt. chord SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress lncr YES Code FBC2007/TP12007 REACTIONS (Ib/slze) 4=- 18/Mechanical, 2=830/04-0 (min. 0-1-8), 5=26/Mechanical Max Hors 2■246(LC 9) Max UpIH4= -18(LC 1), 2=- 798(LC 3) Max Gray 4=41(LC 3), 2■630(LC 1), 6■226(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1. 2.0/46, 2.3=- 116/36, 34= -37/10 SOT CHORD 2.7=010, 6.7.010 LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pm Vert 14-40, 2 -8= -20 2) IBC BC Live: Lumber Increase=1.23, Plate Increase=1.26 Uniform Loads (pif) Vert 14=-30, 2.6= -40 3) C-C Wind: Lumber Increase-1.33, Plate Increasw1.00 Uniform Loads (pH) Vert 1.2- 188,2130,2.8= -12 Hors: 1-2=-173, 24• -148 4) 1st Moving Load: Lumber Increase■I.33, Plate Increase=1.00 Uniform Loads (p Vert 1.4= -30, 2 -8=40 Concentrated Loads (lb) Vert: 7- -200 6) 2nd Moving Load: Lumber Increasw1.33, Plate Increase=1.00 Uniform Loads (pre) Vert: 1. 4=-30, 2 4e -20 Concentrated Loads (lb) Vert 2= -200 8) 3rd Moving Load: Lumber Increasw1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1. 4•-30, 2.0=40 CSI TC 0.60 BC 0.23 WB 0.00 (Matte) AJ'S CONSTRUCTION GROUP Alb 1 .140 s Jun MJTelt ndustr es, Inc. Toe Jun 01 13:30:30 - 2010 Pegs 1 USE A TOTAL OF10- 160 NAILS PER FACE 16 d naisl @ 142 # per nail as per.D.S. = 1420# DEFL In (lac) Udell Ved(LL) -0.00 2-5 >999 Vert(TL) 41.03 2 -5 2889 Horz(TL) 0.00 4 Ma BRACING TOP CHORD SOT CHORD as 3-0-0 3 -0-0 3 3 -0-0 3 -0-0 Ud 360 180 n/a NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL .0.0psf; BCOL06.0psf; h=10ft; Cat 0; Exp C; enclosed; C-C Exterlor(2); Lumber DOL=1.33 plats grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to glyder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at Joint 4 and 710 Ib uplift at JoInt 2. 6) This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel palate along the Bottom Chord, nonconcurrent with any other live loads. PLATES MT20 Weight 19 lb GRIP 244/190 { /2 LL aa- a Hto -lam' Structural wood sheathing directly applied or 3.0.0 oc purilns. Rigid calling directly applied or 10.0-0 oc bracing. MITsk recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation wide. Saaa • 1:11.1 $c Truss HO1 10808 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. -2-8-0 ~ 2-8-0 PROVIDE A 2X6 SYP 14 -0" LONG TO ONE FACE OF TRUSS USING 16d NAILS @ 3" O,C, STTAGERED (2 rows) LOADING (pat) TCLL 30.0 TCDL 18.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007ITPI2007 Truss Type ROOF TRUSS n10M116= CSI TC 0.88 BC 0.58 WB 0.21 (Matrix) REACTIONS (lb /size) 2 =1643/0 -8-0 (min. 0-1-18), 8=1843/0.8-0 (min. 0-1-15) Max Uplift2=- 1981(LC 3), 8 =- 1961(LC 3) Continued on page 2 14-' a 211.4 n Qty 1 LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD 3 -8: 2 X 4 SYP No.2 SOT CHORD BOT CHORD 2 X 8 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 Ply Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Thu Jun 03 07:34:51 2010 Page 1 5-0-0 ( 8-2-8 11 -5-0 ( 18 -5-0 19 -1-0 5-0-0 3 -2-8 3 -2-8 5-0-0 2-8-0 FIELD REPAIR DETAIL TO SCABTRUSS BOTT. CHORD 6 :10 MT16= DEFL in (loc) Udell Lid Vert(LL) 0.27 10 >890 380 Vert(TL) -0.27 10 >893 180 Horz(TL) 0.05 6 n/a n/a LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 14= -90, 3- 8=- 142(F= -82), 8- 7 = -90, 2- 11 = -20, 8- 11=- 32(F= -12), 6 -8 = -20 Concentrated Loads (Ib) Vert: 11 =- 321(F) 8=- 321(F) 2) IBC BC Live: Lumber Increase=1.28, Plate Increase=1.28 Uniform Loads (plf) Vert: 1- 3 = -30, 3- 8=- 47(F = -17), 5- 7 = -30, 2.11 =-40, 8- 11 =42(F = -12), 6 -8 =-40 Concentrated Loads (Ib) Vert: 11 =-146(F)8 =-148(F) 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1 -2 =183, 2- 14=158, 3- 14=93, 3- 8=185(F =100), 5- 15=93, 8- 18=158, 8 -7 =183, 2.11 = -12, 8- 11=- 19(F= -7), 8.8= -12 Horz: 1 -2= -201, 2 -14= -174, 3 -14= -111, 5- 16=111, 8- 16=174, 6 -7 =201 Drag: 3- 4= -0(F= -0), 4-8=0(F=0) Concentrated Loads (Ib) Vert: 11=483(F) 8=483(F) AJ'S CONSTRUCTION GROUP use 56 - 16d nails @ 3" o.c. nails value 142 # per nail 16 x142x 2 = 4544 lbs 11 -5-0 + 18 -5-0 5-0-0 a -'-o 3 -2-8 5 -0-0 Plate Offsets 1X Y): [2:0- 11.2,0- 1 -11], [3:0 -5- 12,0 -2-4], [8:0 -5- 12,0 -2.4], [8:0- 11- 2,0 -1 -11] Weight: 92 lb Structural wood sheathing directly applied or 3 -1 -8 oc puffins. Rigid ceiling directly applied or 4-4-10 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 /53, 2 -14=- 3340/3123, 3 -14=- 3280/3147, 3.4=- 3883/3707, 4-6=4883/3707, 8 -16=- 3288/3147, 6- 18=3340/3123, 6- 7=0/53 BOT CHORD 2 -18=- 2722/3094,11 -18 =- 2722 /3094,11 -17=- 2741/3128,10 -17 =- 2741/3125, 9 -10=- 2741/3128, 8 -9=- 2741/3128, 8 -18 =4722/3094, 8 -16=- 2722/3094 WEBS 3 -11 =-208/409,3 -10=- 718/893,4.10=- 485/588,8 -10=- 718/893,5.8=- 208/409 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -08; 148mph (3- second gust); TCDL=9.0psf; BCDL=8.0psf; h =loft; Cat. II; Exp C; enclosed; C-C Automatic; Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1981 lb uplift at joint 2 and 1981 lb uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 483 lb up at 11 -5 -0, and 321 Ib down and 483 lb up at 8 -0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). aril PLATES GRIP MT20 244/190 MT18 171/147 0003 zx� = I3 T 3 Inspection Date: March 04, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments March 04, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136979 Permit Number: RC -7 -09 -1130 I For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 Passe6���� ' / Inspector Comments CREATED AS REINSPECTION FOR INSP- 136303. CREATED AS REINSPECTION FOR INSP- 135624. CREATED AS REINSPECTION FOR INSP- 118770. WEST SLAB ONLY NB Work does not match plans, revise and reschedule. NB P ' //Add 4s+ /' �' 4 a„.644 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 04, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments March 04, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136979 Permit Number: RC -7 -09 -1130 I For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 MONOLITHIC CHEMICAL: DATE OF TREATMENT: 300 S. T PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: 2423(0 TIME OF TREATMENT: IN 6 444 A PPLICATOR / �i OUT BUILDER NAME: 1c � . l/� A / S-Ti TREATMENT ADDRESS: /� 0 - to -) 5i i1i"r-A/'i 514 s JOB #: LOT: BLOCK: UNIT: CHEMICALC.,I P -ee-m U SPRAY # S/F L/F PERIMETER TREATMENT COMMERCIAL 3 GALLONS STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) GALLONS TIME OF TREATMENT: APPLICATOR: L/F PLANTATION, FLORIDA 33317 954- 584-8588 1 -800- 749 -8588 FAX: 954 - 584-6117 DYNATECH DATE: February 15, 2010 CLIENT: MR. HASSAM BENJELLOUN PROJECT: Addition @ ADDRESS: 230 NE 107 Street, Miami, FL CONTRACTOR: Mr. Hassam Benielloun PROCTOR COMPACTION TEST MATERIAL DESCRIPTION: Gray sand w /rock fragments SAMPLED BY: JA Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 4.2 7.4 12.5 Optimum Moisture 9.1 Percent 100% Maximum Dry Density 113.7 lbs. /cu.ft. % Passing 3 /4" Sieve 94 Percent Sampled By: JA Tested By: JA Checked By: JA 109.0 112.8 110.1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. TEST RESULTS 115 113 111 109 107 105 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: JA 4 6 8 10 12 14 % MOISTURE Respectively submitted, fs S W�-- tss. Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E ' S T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 112.5 113.1 112.6 112.3 111.9 MOISTURE CONTENT % 8.6 9.7 7.9 8.3 8.6 MAX. DENSITY IN THE FIELD % 98.9 99.4 99.0 98.7 98.4 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 113.7 113.7 113.7 113.7 113.7 OPTIMUM MOISTURE ( %) P P P P P DYNATECH DATE: February 15, 2010 CLIENT: PROJECT: ADDRESS: CONTRACTOR: Mr. Hassam Benjelloun FIELD DENSITY TEST OF COMPACTED SOILS MR. HASSAM BENJELLOUN Addition @ 230 NE 107 Street, Miami, FL Test No. 1 Location: West pad, west side of footer Test No. 2 Location: West pad, east side of footer Test No. 3 Location: East pad, west side of footer Test No. 4 Location: East pad, east side of footer Test No. 5 Location: East pad, center of pad underslab Description of Material: Gray sand w /rock fragments ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested By: JA l ' 3 S Uu_ Checked By: JA Wis :m Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property ofclients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. /. • Inspection Number: INSP - 137217 Permit Number: RC -7 -09 -1130 Scheduled Inspection Date: March 17, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments March 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Passejjaj 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- 118771. Not Ready Page 13 of 19 Failed March 16, 2010 Inspection Number: I NSP- 137215 Scheduled Inspection Date: March 17, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments Pissed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RC -7 -09 -1130 Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number Parcel Number 1122310130670 Inspector Comments CREATED AS REINSPECTION FOR INSP- 118774. Not ready Phone: (954)562 -3371 Page 12 of 19 Engineering Designs 9330 NW 13 St Dora!, Fl 33172 Tel: (305)594 -2382 Fax: (305)594 -2366 CA# 26942 PE# 50573 Date: 03/07/10 Ref: Hassan Residence 230 NE 107 St Miami Shores, FL 33161 Permit# 09 -1130 This certificate is to serve as verification that the above mentioned site was visited and visually inspected in accordance with the Florida Building Code. In regards to the new bathroom and living room addition we inspected all masonry block installation, tie columns, tie beams, filled cells, concrete pour and all doweled reinforcement embedded with epoxy. All of these items conform to our specifications and calculations and meet FBC 2007 requirements for their application. Hence, we approve all the above mentioned. Sincerely, George Underhill P.E. Rubio (President) \‘‘ \> ▪ ENS I.1. C7 • No. 50573 * ;Ira ' --:-. -0'. STATE OF e c l D RIOP �� �����`` EN Lescriue vv urn: 'C.- ''..° r v I �"g N tv-w cam 4 Y1a a , . 3!'? elf ao 4 a A 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 inspectio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged. Signature 1 e r or Agent Contractor The forego - _ a trument was acknowledged before me this L The foregoing instrument was acknowledged before me this day of [g , 20 fa, by day of , 20 / /), by who is pe ona ly known to me or who has produced t f- '73° As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: W atleSia_ LLsS/ A Ski My Commission Expires: * * * * * * * ** * ** ** * * * * * * ** (Revised 07 /I0 /07)(Revised 06/10/2009) VANESSA RUSINSKI MY COMMISSION # DD648219 EXPIRES: Apr1109, 2011 * * * * * * *fir ** Engineer Signature who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expire APPROVED BY Plans Examiner Zoning Clerk checked The 1o:flowing pages were originally attached to plans with the followin 69-f -30 permit # BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION LE-4A c ati TIN1 eoRekerittlZer a_ VeSi42I -1 fL. Li & Z6ezic.)343 (. I DMZ - am OFFICE (BCCO) 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 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildingcode ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 ART (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 Veloci Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window - L.M.I. - - -- - - - -- --- - - - - -- APPROVAL DOCU1VIENT: Drawing No. W03 - 57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, F nda, and followed by the expiration date may be displayed in advertising literature. If any portio $f t e NOA is de laved, then it shall be done in its entirety. f'" INSPECTION: A copy of this entire NOA shall be provided to the user by the iu: e n nu ctu ' or its distributors and shall be available for inspection at the job site at the request of ti Bu t ding Offic 1 This NOA revises and renews NOA # 06- 1201.05 and consists of this pagel d evidence pages r Uand E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 14 -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06 -0308 05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe .E. Product Control ' er NOA No. 08- ' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3808, dated 05/14/03, signed & sealed by Joseph Chan, P E (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe '.E. Product Control finer NOA No. 0: -i 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 FROM ENDS O O S F WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES - 1500 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FOXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eng. DR. N U AYOUN FAR000 F4C [8937 !! g9 APR 0 9 Z008 MUNDNS APPUED) USED PIDUGT REVISED eF tomplyiug with GSV Mirk BokiEag Code ceNo Date Proltettando I 06 DW V Z F c 2 2 _mv ca 0 8 8 0 8 drawing no. W03 -57 (sheet 1 of 7 ) DESIGN LOAD CAPACITY - PSF WINDOW D114S. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'H' & 'C' GLASS TYPE 'A' GLASS TYPES If & 'H1' 01A39 TYPES 'C', 'Cl 9 'C2' GLASS TYPE '5' GLASS TYPES 'R' & BI' GLASS TYPES 'C', 'CI & 'C2' WILTTH HEIGHT EM.( +) 1N7.( -) EM.(+) INL(-) EXG( +) INL( -) EX7.( +) 1M.( -) EM.( +) 1M.( -) ERf.( +) 1NL( -) 19 -1/8" 28-1/2" 37' 48' 53 -1/8' 28' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 883 88.8 68.5 88.5 88.5 86.5 70.0 700 700 90.0 70.0 80.0 88.5 58.5 66.5 68.5 883 88.5 70.0 70.0 70.0 90.0 70.0 80.0 883 883 68.5 88.5 66.5 88.5 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8" 28 -1/2' 37' 48' 53 -1/8' 38 -3/8' 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 e0.0 70.0 80.0 652 65.2 85.2 85.2 652 652 700 70.0 70.0 90.0 70.0 80.0 48.7 48.7 48.7 46.7 48.7 48.7 88.1 68.1 70.0 80.0 70.0 600 48.0 45.0 45.0 45.0 45.0 45.0 65.7 53.7 70.0 90.0 70.0 800 45.0 450 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/6' 26 -1/2' 37' 48' 53 -1/8' 50 -5/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 800 812 852 852 662 65.2 - 652 70.0 70.0 70.0 60.0 70.0 810 48.7 48.7 48.7 48.7 48.7 48.7 811 68.1 70.0 90.0 70.0 80.0 - - 38.0 38.0 38.0 36.0 - - no 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 88.4 85.3 814 75.9 19 -1/8' 26 -1/2' 37' 48' 53 -1/8' 'a 70.0 70.0 70.0 90.0 700 80.0 710 70.0 700 90.0 70.0 80.0 652 852 652 882 652 852 70.0 70.0 70.0 90.0 700 80.0 48.7 48.7 46.7 48.7 48.7 48.7 88.1 68.1 70.0 90.0 70.0 800 - - 380 36.0 38.0 38.0 - - 70.0 90.0 no 80.0 - - - - 32.5 32.3 - - - - 832 72.3 19 -1/8' 28 -1/2' 37' 48' 53-1/8' ' '2 70.0 710 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 852 852 652 85.2 85.2 882 70.0 70.0 70.0 80.0 70.0 60.0 - - 48.7 417 46.7 46.7 - - 70.0 90.0 700 80.0 - - - - 38.0 38.0 - - - - 70.0 80.0 - - - - 32.5 32.8 - - - - 832 72.3 19 -1/8' 28 -1/2' 37" 48' 53-1/8' 74 -1/4' 70.0 70.0 70.0 no 70.0 80.0 70.0 700 70.0 90.0 70.0 80.0 832 832 652 85.2 832 852 70.0 70.0 70.0 90.0 70.0 80.0 - - 48.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 - - - - 32.8 32.5 - - - - 832 72.3 z 0 0 GLASS TYPE 'A' 3/18' ANN. GLASS .080' LNTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/15' ANN. GLASS GLASS TYPE 'Jr GLASS TYPE 'C' SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 ADHESIVE FOAM TAPE 3/18' ANN. GLASS .090' D4TERLAYER 'DUPONT BUTACITE PV8' 3/16' ANN. GLASS f V GLASS TYPE 'H1' GLASS TYPE '01' ADHESIVE FOAM TAPE GLASS TYPE 'C2' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). J w 2 NOTE: WIDTH AND LENGTH DIMENSONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. En: DR. HITNCYOUN F88002 N.A. STRUCTURES FE t& CAN. ANk 0 3 2008 u z Fw 0 2 s 8 drawing no. W03 -57 I (sheet 2 o 7 DESIGN LOAD CAPACITY - P8F DESIGN LOAD CAPACITY - P8F DQ CORPORATION a PRODUCT DEVELOPMENT AVE IA 33174 1100 FAX. (905) 28243878 COMP- ANL \WO3 -51 W WINDOW DIALS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '6' WINDOW DIMS. ANCHOR T & 'C' ANCHOR TYPES GLASS TYPE 'A' GLASS TYPES IF & 'BI' GLASS TYPES 'C', 'CI & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & '31' GLASS TYPES 4 '02' GLASS MASS '8' GLASS TYPES 'C', 'CI & 'C2' GLASS CRASS 'B' WIDTH HEIGHT DR.( +) INT.( -) Or.( +) TNT.( -) O(L( +) 1M.( - ) EXT.( +) 1M.( - ) DR.( +) 1NT.( - ) EM.(+) INT.( - ) WIDTH HEIGHT EM.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) E%T.(+) INL( - ) EXR( +) TNT.( - ) DR.( +) INT.( -) 18' 24" 30' 36" 42" 48 54" 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18" 24' 30' 36• 108" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70,0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.8 57.8 57.6 57.6 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 60.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 80.0 70.0 80.0 I I m 120' 58.2 58.2 70.0 70.0 56.2 58.2 70.0 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 70.0 - - 70.0 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 80.0 70.0 80.0 - - - 57.8 - - - 70.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - 48.0 - - - 70.0 18" 24" 30 36° 42" 48' 54" 60 48" 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 aapp 0 °F 6 y F11 ,( Z a W 70,0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 57.6 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 W 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 L 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 • A % , - - - - 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 - - - - 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 3 WP l "4 ? $ 1 id I it R L 7 m g Q i g ^ 18 E 8 Z l 3 N N ILlitli0 - - 38.0 36.0 380 38.0 - - 70.0 90.0 70.0 80.0 18" 24" 30" a X 3 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 AISM WIDTH AND LENGTH DIMENSIONS CAN BE ORBMm 70.0 70.0 70,0 72.0 709 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.8 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 480 48.0 48.0 48.0 48.0 48.0 67.3 87.3 70.0 90.0 70.0 80.0 - - 41.1 41,1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 38.0 36.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 82.2 71.1 - - - - 28.8 28.8 - - - - 56.0 64.0 lo 54' I I 84 60' 72' 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 57.8 57.8 57.8 57.8 64.2 64.2 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - 38.0 J80 - - - 70.0 80.0 32.0 32.0 62.2 71.1 Q p n v 8 a 2 rt Q 2' Et g - - _ - 28.8 28.8 - - - - 58,0 84,0 r Sl O 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.6 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48,0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 1 t 24" 30" 38" 42" 90' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 - - 57,6 57.8 57.8 57.8 - - 70.0 90.0 90.0 70.0 70.0 80.0 60.0 c o c S $ $ a Tr 8 - - - - 48.0 480 - - - - 70.0 80.0 - - - - 41,1 41.1 - - - - 70.0 80.0 6 0 o o - 0. - - 380 38.0 - - - 0. 70.0 80.0 ^(� 18" 98" 70.0 7048' ,0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 ^ 6 4 ' i �' aq - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 08 HUHAYOUN F'AIs6 STRUCTURES GN. 8967 PRODUCT HEYISED as complying D0 14ta 8 Cacle See Mitts - - 57.8 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 _ _ _ _ 48.0 46.0 - - - - 70.0 8 0 . 0 ,APP ynng /:� - '• �v . :::., , Omto !i« ../3 :,., OaaPn111aci .,,.; - - - - 41.1 41.1 - - - - 70.0 80.0 NOT GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). drawing no. W03 -57 ( sheet 3of 7 J TYPICAL ANCHORS SEE ELEV. FOR SPACING • 1BY METAL WOOD BUCK STRUCTURE OPTIONAL MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE W— 3/18 TA PCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -I/4° MIN. EMBED INTO CONC. OR MASONRY 3/16' TFKS OR SELF nRII LING SCREWS (GRAB£ 5 CRS INTO METAL STRUCTURES STEEL • 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE B 1/4- TAPCOMg INTO 26Y WDOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR 9 F DRI I a'REWS INTO METAL STRUCTURES SI ttL : 12 GA. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8' THK. MIN. (8063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C' �10 SMS oR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANC HOR EDGE DISTAN INTO CONCRETE AND MASONRY = 1 -3/8' MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2 MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Engn OR. HUMAYWN FAROOO STRUCTURES FLA. C # 16557 APP 0 9 ?008 ►� .01 F iklk 5 Coat r= e No DAf a 4 drawing no. W03 -57 (Sheet 4 of 7 ITEM PAST # QUANYFTY DE5C8u'noN MATERIAL MANP. /SUPPLIER/55M51488 1 ES5001 4 WINDOW FRAME 8083 -TS - 2 62000 -8 OPTIONAL GLAZING STOP 8083 -18 - 3 65002 4 FRAME COVER (OPTIONAL). 8083 -TE - 4 j8 X 1 AS RE00. ASSEMBLY SCREWS CRS PH MS 5 - 2/ UTE SETTING SOCK NEOPRENE 7/18' X 3/18' X 3-1 LONG 8 62000-10 OPTIONAL GLAZING GASKET SOFT PVC - 7 61500 - FLUSH FRAME ADAPTER 8083 -75 OPTIONAL 1/4• SHIM MAX. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH E,Gw. DR. HUMRIOUN FAR000 PRODUCT REVISED STRUCTURES 16587 Do E 3838 O6 ate ' .!9 1J 9 1008 2 n V O e� Q,! O e LL OG OR a C ihh drawing no. W03 -57 (sheet5of 7 1 7 a' U vg 2 z 0 a s a 0.142 F ume .577 62 ,� .813 2.330 FRAME .803 .062 .06 -° L147 GLAZING STOP (OPTIONAL) .733 .062 .700 .537 FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) FLUSH FRAME ADAPTER 1.788 .125 ALUM CORNER LOCK (6083 -75) .500 ALT. Engr. DR. NUMAYOUN FAR000 STRUCTURES FLA. PE / 16967 CAN. X36 APR 0 9 2000 PUODUCf REVISED cutitm >1 gwhh the P[eelda c�,e z F a n 1 m a v ac t S 8 8 U S 4 drawing no. W03 -57 (sheet Sof 7 RECT. OR SQUARE WINDOWS ALUM STRAP AT WHSCREWS STRAP TYPICAL CORNER DETAILS ALUM STRAP Al H ALUM STRAP AT EACH STRAP RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS ikPR 0 0 2008 drawing no. W03 -57 (sheet 7 of 7 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION -1 NOTICE OF ACCEPTANCE (NOA} E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: t2s_Nti zi ) Q om tT c.2S— `I -10 l7 Try A �' 2E 8 D ESK {-1 ZiSco 1343 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode 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:ISeries 4000 Aluminum Sliding Glass Do #r - LMI APPROVAL DOCUMENT Drawing No. W03 -100, titled "Series -4400 Aluminum Sliding Patio Door (LMn, sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3 -1/4" sill LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this prOdiic . TERMINATION of this NOA will occur after the expiration date or if there has beeti a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an' endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA' Failure to comply with any section of this NOA shall be cause for termination and removal of NOA . '- ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Porida, and followed by the expiration date may be displayed in advertising literature. If any portion of the BOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30/03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass 'I Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas '1' Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOA# 06- 0606.02 and 04- 1117.051Sst 1. 4,4. Ishhthi I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E -1 00 G D00 DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. x y THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/MEIAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX HEAD /SILL CORNERS 0 O 49 1/16' MAX. PANEL WIDTH f 15" MAX. HEAD /SILL • 43 11/16' MAX. D.L. OPG. 49 5 /16' MAX. PANEL MOTH 192" MAX. DOOR WIDTH TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE 140 SHUTTERS. CLUSTER OF ANCHORS AT HEAD/SILL (STILE LOCATIONS) SEE DETAIL ON SHEET 3 I a`' Env: OR. HUMAYOGN FARCOQ STRUCTURES FLA. PE # 16657 CAN. 3538 2009 PRODUCT RENEWED ce WPalog with to Florida Biddle Code Ampumce No — 210 Z1ihadua Elate f L( D fu. -1. N1- AUamt Dade"Prodend Coma* Dhisfon 1 8 vp,V z ttt g g0 Rg 3 1 0 a O U m D m a t g� 2 m t� c 8 g 8 8 a 5 2 41 ` drawing no. W03 -100 (sheet 1 of 8) DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES A', 'B' OR 'C' PAM. MTH m NoWS CIOTIR HEIGHT =ILES NO REINFOR'G MEDIUM REINFOR'G HEAVY REINF'G Do. (4) NT. (-) EXT. (4.) INT. (-) Ear. (4.) NT. (-) g x I 80 70.0 60.0 70.0 80.0 70.0 80.0 ' 70.0 80.0 70.0 80.0 70.0 60.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 96 - - 70.0 80.0 70.0 00.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 800 3/16 H.S. GLASS .090 INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/18" H.S. GLASS GLASS TYPE 'A' SILICONE DOW CORNING 795 XO (SH 0 X0 (SHOWN) OX XXX xx GLASS TYPE 'B' ■t. 3/16 H.S. GLASS .090 r INTERLAYER 'DUPONT BUTACITE PV13' XX (sH OwN) 3/16 H.5. GLASS SIUCONE DOW CORNING 795 APPROVFD CONFIGURATION* 5/32' HEAT STREN'D GLASS GLASS TYPE 0 X XO .090" INTERLAYER 'DUPONT BUTACITE I/4" HEAT STREN'D GLASS ?„. SUCONE DOW CORNING 795 4- 4- -8 XOXXOX (SHOWN) 4- XXXO(SHOWN xxxx SEE SHEET 3 FOR 50 OR %X Doan WITH HEAVY REINFORCING USE SCHFTHILE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. 4- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Eng DR. HURAYOUN FAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 3536 JAN 3 0 2009 PRODUCT RENEWED amptrais with the Florida ltditegiCade Acceptaffee No 09 7 ESPIIIISOR Deo 41M. 4,20/c, Milos 0 0 4 15 8 8 0 8 6 8 8 8 i 6 1 8 L drawing no. W03-100 sheet 2 of 8 ) FAX. (305) 249-0842 DESIGN LOAD CAPACITY - PSF (0X DR X0 ONLY) GLASS TYPES 'A" OR 'B' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH Dom HE SCHEDULE 'A' SCHEDULE 'B' INCHES INCHES EXT. (+) INT. (-) EXT. ( +) INT. (-) RA`. HEAD 80.0 103.0 80.0 103.0 80 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 80.0 103.0 30 96 80.0 103.0 80.0 103.0 38 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 103.0 38 80.0 95.0 80.0 103.0 ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '8' W000 HEAD 1/4" ANCHORS 5/16' ANCHORS SILL 1/4" ANCHORS 1/4' ANCHORS JAMB 1/4" ANCHORS 1/4" ANCHORS CONCRETE HEAD 1/4" ANCHORS 5 /18" ANCHORS SILL 1/4' ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4" ANCHORS 1/4" ANCHORS • 1 m O m 6" MAX. T1P. HEAD /SILL CORNERS 1 0 31 3/8" D.L. OPG. 37" PANEL WIDTH XO DOOR WIDTH 72" TYPICAL. ELFVATION HEAD /SILL I 31 3/8" 15 MAX. TYP. 0.L OPG. 37' PANEL WIDTH OX APPROVED CONFIGURATION* CLUSTER OF ANCHORS SEE DETAIL BELOW SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING THE SHOWN EXT. ( +) LOADS REQUIRE 3 -1/4" SILL HEIGHT (DTL. B1 ON SHEET 4). REDUCE EXT. (+) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. ' V O 6" RETAINING CUP AT HEAD & SILL 0 0 0 2" 1 1/2" 1 1/2" 2" 7' Erna DFTAII CI USTFR OF ANCHORS AT STILF FND$ JAN 3 0 2000 NOTE: ALL CLIP ANCHORS 1/4" DIA. (ITEM #10) MULLION ANCHORS - #12 SMS (N0 SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DR. H1.'MATOUN FAR000 STRUCTURES FLA. PE / 16557 CAN. X538 m ingoonvas EWER_ Cede Ida the Florida Rsplradaa Date -i Li Hivhioa z Na 0 4 )'4 0 Q 1, 0 74 8 3 � a k 8 8 ti drawing no. W03 -100 sheet 3 of 8 3/4' MIN. 9/16° MIac drawing no. W03 -100 TYPICAL ANCHORS IN PAIRS 1/4' ANCHORS USE SCH. 'A' 5/16' ANCHORS USE SCH. 'B' SEE ELEV. FOR SPACING 1611 WOOD BUCK ° d e CAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING TYPICAL ANCHORS 1/4 DIA 3 PER CUP TYPICAL ANCHORS 1/4' TE145 OR GRADE 5 SOS 3 PER CUP s HIGH STRENGTH GROUT NOT BY E.S. WINDOWS MUST TRANSFER SHEAR W1 LOADS TO STRUCTURE TYPICAL ANCHORS #12 565 OR GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS 1/4" DIA. 3 PER CUP TYPICAL ANCHORS IN PAIRS 1/4' DA. USE SCH. 'A' 11 5/16 DIA. USE SCH. 'B' S F€ ELEV. FOR SPACING d e MIAAD -DADE COUNTY APPR'D MULLION STEEL = 1/8' TFIK. MIN. ALUMINUM = 1/8 THK. MIN. (8083 -75) SEE SEPARATE NOA III I, TYPICAL ANCHORS IN PAIRS •12 SUS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4' TEKS OR GRADE 5 MS ELEV. FOR SPACING METAL STRUCTURES rem ANCHORS W PAIR5 1/4' DIA. SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEM. FOR SPACING 1/4" OR 5/16 DIA. ULTRACONS BY 'FLCO' (Fu =177 KS, Fp "155 (51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SFI F DRII 1ING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/5" THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1.12 SMS OR SELF DRILLING WS SCRE INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8°) (No SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 P51 MIN. MASONRY Pm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1 - 3/4° WEEP NOTCH AT EACH END W2 = 3/4 WEEP NOTCH AT EACH END W3 = 3 X 1/4 WEEP HOLES AT 2 FROM EACH END Engr. HJM4 JF 11 44000 sTRCTURE5 FUL PE <1 18557 CAN. 5538 JAN 9 0 2009 PRODUCT RENEWED m CO®NyiR1 wl h the Florida BakitagOxle EmataWnibte ReaMmeNo 2/ 4 a J_ 2SY wanD BUCK C FIX. PANEL ON OUTSIDE TRACK TYPICAL ANCHOR IN PAIRS I/4' DIA. SEE ELEV. FOR SPACING 1/4' MAX. SHIM 00 X 1/2' PH SMS 2/ CLIP OPTIONAL STRUCTURES METAL C FOf. PANEL ON INSIDE TRACK 1/4' MAX. TYPICAL ANCHORS IN PAIR 1/4' DIA. SEE ELEV. FOR SPACING DOOR WIDTH D.L OPG. INTERLOCK STILES PANEL WIDTH - ASTRAGAL STILE EXTERIOR DOOR WIDTH HEAVY REINFORCING; AT INTERLOCK & ASTRAGAL STILES O V TYPICAL ANCHORS IN PAIRS 1/4' DIA © SEE ELEV. FOR SPACING TYPICAL ANCHOR IN PAIRS 1/4' DIA. SEE ELEV. FOR SPACING Env OR. HUMAYOUN WOOL FLA. STRUCTURE 8957 CAN 3538 JAN 3 0 2009 PRODUCT RENEWED es with die Holds Cede Apnes NO♦ -, , i. Espinelow Data / 9DYlsfaa sG L44,41 O f 1 0 6. U S 3 4 g osc o88 b drawing no. W03 -100 sheet 5 of 8) SCREEN OPT. - - -- MEDIUM REINFORCING[ AT EXT. INTERLOCK & ASTRAGAL STILES ASTRAGAL STILE SCREEN OPTL - - -- NO REINFORCINQ ITEMS PART 9 QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 6- 4001 -1 1 FRAME NEAR 6063 -T6 - 2 ES- 4002 -1 1 STD. FRAME 511.1. 6063 -T6 - 24 - 1 NI -RISE 41445E 541. 6063 -75 - 3 6- 4003 -1 1 FRAME 44148 6063 -78 - 4 ES- 4004 -1 2/ PANEL TOP AND 601105 1441. 6063 -15 - 5 E5- 4005 -1 45 8000. LOCK 5R.0 6063 -05 - 8 6- 4006 -1 AS REOD. INTERLOCK 8063 -T5 - 7 6- 4007 -1 AS REOD. FEMALE 45714605. 8063 -75 - 8 6 -4008 AS READ. TOP & BOTTOM RAIL STIFFENER 8063 -75 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 10 6 -4010 2/ PANEL RETAINER CUP, 8" LONG 6063 -T6 - 13 6 -4013 AS REOD. GLAZING WEDGE - - 14 E5 -4014 AS RE00. BOTTOM RAIL GLASS STOP NEOPRENE - 144 ES -4019 AS 9000. SILICONE STOP NEOPRENE - 15 1V232415< AS READ. STILE & 44118 WSTRIPPING - GLASS PANELS, ULTRAFA8 18 02684709 AS REDO• TOP 1451. WSTRIPPING - 01455 PANELS, ULTRAFAB 17 6 -4015 45 8000. BOTTOM RAIL 01 w'STRIPPING VINYL 455 PANELS 19 910X1 -1/4" PH SMS 8/ PANEL PANEL 4554 SCREWS - GLASS PANELS 194 91091" FN 5145 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35 -1935 -4281 2/ 14014. PANEL 01885 PANEL ROLLER 4554. 5T. STEEL 1 -1/4" O.D. WHEELS CRASS 91091 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - A55 PANELS ONLY 23 2300 -1OSS 1/ 14014. PANEL MORTISE LOCK 5T. STEEL - 24 - 2/ LOCK LOOK INSTALLATION SCREW - 96 -32 9 1/2" FN 145, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 26 910 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 96232 1/ LOCK INTE AN RIOR D 6105014 PULL - (3) 96 -32 X 1/2" 111 55, ST. STEEL 6 SILL RISER 4028 45 R000. SER 8083 -T5 - 29 ES -4017 2/ PANEL FIXED PANEL CLIP (OU15100 PANEL) 6083 -T5 - 29A 6 -4020 2/ PANEL FIXED PANEL CUP (INSIDE PANEL) 8083 -T5 FOR 000 DOORS 30 91091/2" PH SUS 2/ CLIP FIXED PANEL CUP FASTENER - - 31 - AS 9900. 1/4" 9 1 -1/2" REINFORCING 8414 STEEL - 32 - 45 8900. 1/2" 9 1 -1/2" REINFORCING 5414 STEEL - 33 P3802449 AS 9900. 3" LONG SELF ADHESIVE PILE PAO WOOL AT NEAR AND 141.1 34 - 2/ SIDE BUMPON NEOPRENE - drawing no. W03 -100 sheet 6 o1 8 ) 110 2 i!/ SUS PER LEG V {� iill IV COMP— ANL \W03- 100ESI • AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9236 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL. (308) 264 -8900 FAX. (305) 2928978 K � ` �. � II � II'llri` AA �I ►C.II�� �' J I FIX. PANEL CUP 3/4' X 2" X .090' ALUM ANGLE NOTE: FIX. PANEL CUP USE INTERLOCK &ASTRAGAL XX .090" REINFORCING AS PER ALUM LE TABLE ON SHEETS 2 & 3 n 1 ,, 1 1 I I i 1 i' I I 110 SMS 2 PER LEC X , O I I 1 1 II II 1 I wease� = ail��lg ,// III i.. rLiga ma IP! E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 249 - 0840 FAX. (305) 249 - 0842 J L - . F�, _ marirr; _ J AM. = 0 0 0 AMn 0 ED 1 I I 1 , II I 1 P I; - � '' � - " 7 I,I II 1 1 ,1 dI 1 alEa1 3 FIX. PANEL. CLIP 3/4' X 2' X .090' ALUM ANGLE Illr S10 SNS 2 PER LEG Z o a II, H 11 w 0 X t U l u01)tlu2sep q slop II� ����� II 41438800.0308 03d A321 90 W 607, (�f 13345 9141 3040443 ON 08I 345 30 I901r10 I II 13 9HL NVH3 905170 1 . r `nn� MI I fi r%'/ � r� 3 O ©_ , BIIIBT■1111M Mt �� �R %/� 0 0 0 0 = �� - -- 8■IC©© - - -- 1 3 4 g'. 0 M :� ._ 41 I J i ... ' J , 4_ XOXXOX CONFIGURATION RP @w,: OR. HUNAYOUtI FARO= STRUCTURES FIR. PEN 1057 CAN. 3$38 b teepPly with Mille as coaplji the A Nd . / 2 / 0 .. � � A _ JAN 3 0 Z fl9 . drawing no. W03 -100 sheet 7 of 8 ) ' s O RAIL STIFFENER 2.499 1-990-1 .082 879 0 PANEL TOP /BOTTOM RAIL FRAME SILL 1.500 L_ 1.418 .125 10 RETAINER CLIP 0 FRAME JAMB -i .979 I— SCREEN TOP /BOTTOM RAIL 0 LOCK STILE O INTERLOCK STILE 28 SILL RISER SCREEN STILE L . 129 STEEL CHANNEL ASTRAGAL REINFORCING .290 r p- x-.900 1.900 1.500 I I L L 0 0 INTERLOCK REINFORCINGS PANEL CORNER .570 .887 .094 1.388 - yg OUTSIDE PANEL FIXED PANEL CLIP 970 .408 II .094 1.3851 INSIDE PANEL FIXED PANEL CUP 0 0 c s 8 2 8 S 6 2 2 a drawing no. I WO3 -100 (sheet 8 of 8) co A1TRovpp as -1 3 - 10 ilteLat 314N : AA p 2600 134-3 - Dpova BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 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: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites – L.M.I. APPROVAL DOCUMENT: Drawing No. W04 - 51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al– Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al– Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami –Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's - name or 1 go, city, state and following statement. "Miami Dade County Product Control Approved ", unless otherwise 4lote4 herein. REVISION of this NOA shall be considered after a renewal application has been filed and thejre ?has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has teen a'reyisidin or change in the materials, use, and/or manufacture of the product or process. Misuse of th s OA as aniendorsement of any product, for sales, advertising or any other purposes shall automatically termite this NOA} Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0828.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by AI Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by AI- Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI I'ED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 ADDL. ANCHORS REOD. OR THRU W000 BUCK INSTALLATIONS ONLY 6' MAX. TYP. FRAME WIDTH 34 5/8' 68 3/4" 34 5/8" SURFA FALSE MAY A HEAD & SILL FRAME HEAD & SILL It FR. HEAD & SILL HERO /SILL CORNERS ` ^ p , _ I I . (� � • I I ` �� � �� t �I / ii II II 0 __ 1r1/ " II 11 II II " 11 II II I ii n / II \ \ \ i \ u II II y \ i II n II I V• T/_ T -- L7 I - r - I- -- \ II T 11 IN n \ \ 4 ____- -1 I I n II ti 30 1/4" 26 1/18' 12" ."I 4 MAX 30 1/4' D.L. OPG. 34 1/4" 0.L. OPG. 34 11/16" D.L OPG. 34 1/4" INTO SERIES - 3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IiVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • oxxo CE APPLIED MUNTINS E USED 1 ADDL ANCHORS REID. INTO OR THRU WOOD BUCK INSTAUATIONS ONLY 6" MAX. TYP. HEAD /SW. CORNERS TYPICAL ELEVATION$ TESTED UNITS 26 1/18" D.L OPG. AUG 1 4 Loo 71 3/4' FRAME WIDTH 68 3/4" FRAME HEAD & SILL / Engr APSHAD 'ROAR CmL FLA. C.A.R PE 38863 12" NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT RENEWED as =satins with hie Florida Codo Acceptance Nod dilr Division I 12" MAX. 8 a 0 3 O 0 n a a 0 g m n 8 E al 8 1 S 8 Di 0 1 9 8 N a O U 4 draining no. W04 -51 (sheet 1 of 7 ) DESIGN LOAD CAPACITY - PS? SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES man WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A'. '8', 'C' OR 'D" UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. (-) EXT. ( +) INT. ( ry n 2222:1 8/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 N N 2 M 2 2 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 !221:1222 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 87.9 87.9 70.0 80.0 65.0 85.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 II • FRAME HEIGHT FT. /IN. 1: 1 \ / / \ / / \\ ` \ \ 8/0 70.0 SIDEUTE WIDTH 39 7/0 70.0 DOOR WIDTH 42 OVERALL UNIT WIDTH (OUW) 70.0 II FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GIASS TYPE 'A'. 'E'. 'C' OR 'D' 1 \ / / \ / / \\ ` \ \ 8/0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GIASS TYPE 'A'. 'E'. 'C' OR 'D' EXT. ( +) INT. ( -) 38 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 I o- - ° 1I 1 © *; / I \•Ss• • / O \ / 1 " I I - ° 1I 1 © *; 2/6 (X) 31 -1/2" 28- 11/16" NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2" 28- 11/16" 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4" 28- 11 /16" 20 -1/18 8/0 (XX) 71 -3/4" 34- 11/16" 26 -1/16" a ` ■ \ / • -w 1 FRAME HEIGHT LEAF HEIGHT HEIGHTS: LIMIT OPC, NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 69- 1/16" 85 -5/18" 8/0 95 -3/4" 93 -1/4" 85 -1/16" 81 -5/18" DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS TYPE T. ' B. ' OR 'D' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SZES SHOWN BELOW CR SMALLER) - 80.0 PSF WIDTHS: FRAME WIDTH (X) FRAME WIDTH (0 ) NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH = OUW - DOOR WIDTH SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION REINFORCED MULLION v a ( 850 ; Engt•. ARSHAO VICAR RA. PE 38883 CAN. 3538 AUG 1 4 2009 Q ( 0X0 ) ( ono ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 'RODUCT RENSIWFD M omup77ing wIO the Florida 3afdiag Ccda % c o e p a = Nob " -43 i. . 3 y Miami .ode Product Division 6,2d /4 w my 3 0 5 8 8 8 8 8 8 ffi z drawing no. W04 -51 (sheet 2 o 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16* X 1 -1/2' WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS HI— PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS PRODUCT RENEWED es c: mF.7Ying ultutha Flinch BuD:Ina Cc33 A � mnw No ' J T?!1., 16 * • .,,. Mim i ....�" s . Ode Pro& Division drawing no. WO4 -51 (sheet 3 of 7 9 3/15" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS GLASS TYPE 'A' TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE DOW CORNING 795 3/16" H.S. GLASS .090" INTERLAYER 2SY WOOD OR w000 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE FNS' 'DUPONT BUTACffE PVB' 3/16" H.S. GLASS 1/8" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS TYPICAL ANCHORS SEE ELEV. FOR SPACING SIUCONE SILICONE DOW CORNING 795 0091 CORNING 795 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACIfE PVB' 5/32" H.S. GLASS GLASS TYPE WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACNG 1 /4" DIA. ULTRACON BY 'ELCO' (Fo=177 It51. Fy =155 991) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SFI £_DRILLING SGQFWS (GRADE 2 ORS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 MIN. CONCRETE r'c = 3000 PSI MIN. C -90 HOLLOW/FILM BLOCK f'm = 2000 P51 MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Enr. ARSHAO ■IOAR FLA. PE dI 35863 C.AN. 3538 AUG 1 4 2009 PRODUCT REM/ED as coogdying with the Florida Building Coda Anallin:cs No AMU Division ProdasL Co O g � Q � _ o 1. Off, v n 0 6. g el ig 0ama 11.zii-r as W 0 oN o s C A 8 8 s b z • drawing no. W04 -51 sheet 4 of 7 —losz ;li TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM SPACE g10 X 3/4' SW 0 8' FROM ENDS & 14" 0.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK 1/4' MAX. F REINFORCED MULLION SEE CHART ON SHE. 2 FRAME WIDTH .98' X 2" X .98' X 1/8" FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) EXTERIOR ( oxxo ) EXTERIOR (x) TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH ENO OPTIONAL TRIM CONCEALED FLUSH BOLTS AT 10" FROM EACH END MULLION REINFORCING CHANNEL .96" X 2" X .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) Env. ARSHAO VIOAR F CAN. 393 CAN. 8 AUG 1 4 2009 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) O UNREINFORCED MULLION H SEE CHART ON SHT. 2 REINFORCED MULLION L SEE CHART ON SHT. 2 ( x —o ) PRODUCTRENEWHD rscoraplyIns with the F7acids Balding Code Accc, main No Product C Z O 1 a 5 ji 3 8 8 c 6 8 drawing no. W04 -51 sheet 5 of 7 - x•38,1- i e I "g AO r 1I ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MAI4F. /SUPPLI l. ` ` " ' 1.500 4.000 1.779 1 (53001 -1 1 FRAME HEAD 6083 -18 - 2 (53001 -2 2 DOOR FRAME JAM8 6063 -16 2.250 3 (53002 - 1 1 0004 FRAME Sill. 6063 - T5 - .225 tf .105 31 WEDGE GASKET (scu -E IT) 4 ES3003 -1 AS REQD. SIDELITE ADAPTER 6063 -T8 - 5 (53004 AS RE00. SHEAR PLATE ® ANCHOR LOCATIONS 6083 -16 3' LONG ® .078 6 (53005 -1 2/ LEAF TOP AND BOTTOM RAIL 8083 -T5 - 2.018 - FRAME HEAD /JAMB c• E53024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -15 2.125 0.375 (53006 -1 1/ LEAF DOOR LEAF JANE - HINGE SIDE 6083 -T5 - ES3007 -1 1/ LEAF DOOR LEAF -LOCK 510E 8083 -76 - _3.3gp .078 + - 10 (53007 -2 (53008 -1 1/ LEAF AS REQD. 0064 LEAF - KEEPER SIDE SIDELITE STILE 8083 -16 6083 -P5 - - ?5 WEATHERSTRIP 1.608 �{ b ^,.A�' " .688 4 0.312 . 11 F9- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES I 2.674 ----^I ® SHEAR PLATE t� .388 7 . T �,.1 • - ADAPTER 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SUUJV8N & ASSOCIATES + 13 (53011 AS READ. JAMB TRIM 6083 -T5 OPTIONAL 688 .125 4 14 (53012 1 SILL COVER 6063 -16 - 15 (53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -75 - 4.000 © Fes- 1.750...1 I I 8 1.000 16 (53014 -1 4/ PANEL PANEL CLAMP 6083 -T6 - 777 7 1 17 (53003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6083 -T8 - t 19 DOOR LOCK (SAVANNAH 2O15L) YALE 800 045 ,852 (OPTIONAL) - .078 3.500 2.0 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NC AS MOD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 13 JAMB TRIM '�1 3.375 22 (53020 AS REGD. BULB WEATHERSTRIPPING VINYL AT SIDEUfE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4'%1/8' 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8� THK. X 7-7/13 LONG 25 - 2/ LEAF 3/8' ON. THREADED ROD W/ NUTS STEEL - .913 .250 1.112 28 AS AS REQD. FRAME A55Y. SCREWS ^ g10 PAN HEAD ° " ° 27 - As MUWON RONFORCING CHANNEL 838 SrEEL - 590 TOP /BOTTOM RAIL 28 (54014 A5 REQD. BOTTOM RAIL GLASS STOP NEOPRENE - 1.531 2.000 ��� 29 ES4019 AS RECD. PANEL SILICONE STOP NEOPRENE - 30 - AS 6(00. 3/8� DNA. % I/8' HT. BUMPER SILICONE FRANK LOWS RUBtiER CO. .490 r 1.145 °- 2.T63 .078 31 ES4013 AS RECD. WEDGE GASKET - - 18 PANEL CLAMP 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - 010 X 1' FH SPAS 17 3 PIECE HINGE 34 0 /LON AS REOD. DOOR PANEL W'STRIPPING SCHLEGEL 1.500 + 2.000 .913 .590 0 4.000 FRAME SILL 1.750 621 t.01-- .125 2.0100 7 250 .078 .913 7.750 .062-I 1a 1.145 I .090 10 SIDE LIT( STILE AA f---.5.1 5 �� 927 SILL COVER -` MULLION 7.7 REINF. CHANNEL S ffi 8 < m m 2.674 4.625 .094 •913 5901.750 4.000 �{ 590 1.984 I .078 '395 Engr: AR5t1A0 WAR FLA. PE g 38883 CAN. 3538 AUG 1 4 2009 PRODUCT RENEWED es mmnlring.xGfltha Florida ,, " "? Acceptanza .. ...... +,.. i i 4 B � • .� -- - Dads . ,. coot Division ,.750 750 3.350 < 1 drawing no. W04 -51 .094 Q HINGE STILE .913 Fes- Q SIDELITE ADAPTER I I !..-1.750 -=-I ( HI- PROFILE BOTTOM RAIL 4.000 ^I ® Q LOCK STILE /KEEPER STILE ( sheet 6 of 7 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engr: ARSNAQ VIQAR CIVIL FLA. PE B 38883 CAN. 7 V' V AUG 1 4 Z009 PRODUCT RENEWED as complying althea Florida Banding Code Aptanco No 10 4.1U J css. 0 0 a a 0 0 g 0 8 drawing no. W04 -51 sheet lot 7 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING . ROOFING Owner's Name (Fee Simple Titleholder) gl 5/ J /36 11 //,O0/ Phone # /g(— ZS-7 o l 3 'b Owner's Address 44 Z3 o NO; 107 C h City) 6 dl -s State Zip ( ( Tenant/Lessee Name Phone # 7 gz' ,-- fl O )3% Email Job Address ( w h e r e t h e w o r k is being done) 2 3 [ 67 ;; 4— p City Miami Shores Village County Mi -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 543 Cern5f ru d i ar 6revii J Phone # 9, /-S?o -337/ Contractor's Address 3C)9 S(A.3 City : +. Lo „d Ca.le_ State F - Qualifier Name y n ( c_ P State Certificate or Registration No. a 6,e, /5 093 Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: a 210 Double Fee $ Structural Review. $ 66 ! e, 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 Alteration E -mail el m o v irinwrimmical ***************************************C s********************** **** Submittal Fee $ Permit Fee $ Training/Education Fee $ Notary $ Scanning $ Radon $ DPBR $ Violation date: Permit No. Master Permit No. 3 Zip 3 ?3/ Phone # Certificate of Competency No. Square / Linear Footage Of Work: :New ❑ Repair/Replace — — CCF $ CO /CC $ Technology Fee $ Bond $ MAR )V-.0 Wi t I S 66 6• ❑ Demolition Total Fee Now Due $ 14'1- �0 2010 See Reverse side -4� nn `-'CJ Jr ir►d) 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 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 slsch posted notice, the inspection will not be ;proved and a reinspection fee will be charged. t The forego' � _'ins �� ent was acknowledged before day of ..,, o /O, by who is personally known to me or who has produ NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) •a " °'x''., Valeri* ! " t . ,Yy COMMIS L r.7tr #D0809582 ' ' .:4 EX'IRES: JULY29,2012 • p A4 5hVia / Plans Examiner A{i' Engineer Signature ' '` ' Contractor The foregoing instrument was acknowledged before me this w 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. My Commission Expfres•, . , i Q Valeria Simpens COMMISSION #DD809552 % .4• .`� g ` ° EXPIRES: JULY 29 2012 3 /M/«= • : Z oning Clerk checked Inspection Date: February 26, 2010 Inspector: Dacquisto, David Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments February 25, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspaewtaons please call: (305)762 -4949 Phone Number U FEB 2 5 X010 BY: I nspection Number: INSP - 118773 Permit Number: RC -7 -09 -1130 I Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 4 1 - 01 OD Passed ii,/, /Q4, -3 /G Inspector Comments 0 d't e 0,/, . ,. '= .• i + Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: February 26, 2010 Inspector: Dacquisto, David Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments February 25, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspaewtaons please call: (305)762 -4949 Phone Number U FEB 2 5 X010 BY: I nspection Number: INSP - 118773 Permit Number: RC -7 -09 -1130 I Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. Federal Emergency Management Agency National Flood Insurance Program JOB # 0905 -0001 Al. Building Owner's Name HASSAN BENJELLOUN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 8 & 9, IN BLOCK 15 OF "PASADENA PARK FIRSTADDmON", P.B. 6, AT PG. 82, MIAMI -DADE COUNTY RECORDS. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, A5. Latitude/Longitude: Lat. N 25 °52'22.3° Long. W80°1 1'35.7" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 3 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 525.7 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 75700 sq in d) Engineered flood openings? ❑ Yes e No B1. NFIP Community Name & Community Number (VILLAGE OF MIAMI SHORES) . 120652 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAM -DADE I ndicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ►Zr a) b) c) d) e) f) 9) h) Signature SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck of stairs, including structural support Certifier's Name RAFAELCABRERA Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 10412 S.W. 23rd TERRACE SECTION A - PROPERTY INFORMATION 11.81 13.23 N/A N/A 11.81 10.7 11.1 N/A ®feet feet feet feet feet feet 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No License Number LS: 5665 City MIAMI State FLORIDA ZIP Code 33165 Date 02/23/2009 Telephone (305) 216 -9302 FEMA Form 81 -31, Mar 2009 See reverse side for continuation. For Insurance Compan Poll Numbe Company Check the measurement used. feet feet OMB No. 1660 - 0008 Expires March 31.2012 IC Number Folio Number 11- 2231 -013-0670 etc.) (2) Additions Horizontal Datum:❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes 0 No B3. State ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B1 1. 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)? ❑ Yes 0 No Designation Date N /A ❑ CBRS ❑ OPA 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 -g below according to the building diagram specified in Item A7. Benchmark Utilized LC.3100 - BM. N-567 - EL =10.54 Vertical Datum NGVD 1929 Conversion/Comments N/A ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑meters (Puerto Rico only) ❑meters (Puerto Rico only) Replaces all previous editions B4. Map/Panel Number 12086CO302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N /A U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. Federal Emergency Management Agency National Flood Insurance Program JOB # 0905 -0001 Al. Building Owner's Name HASSAN BENJELLOUN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 8 & 9, IN BLOCK 15 OF "PASADENA PARK FIRSTADDmON", P.B. 6, AT PG. 82, MIAMI -DADE COUNTY RECORDS. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, A5. Latitude/Longitude: Lat. N 25 °52'22.3° Long. W80°1 1'35.7" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 3 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 525.7 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 75700 sq in d) Engineered flood openings? ❑ Yes e No B1. NFIP Community Name & Community Number (VILLAGE OF MIAMI SHORES) . 120652 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAM -DADE I ndicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ►Zr a) b) c) d) e) f) 9) h) Signature SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck of stairs, including structural support Certifier's Name RAFAELCABRERA Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 10412 S.W. 23rd TERRACE SECTION A - PROPERTY INFORMATION 11.81 13.23 N/A N/A 11.81 10.7 11.1 N/A ®feet feet feet feet feet feet 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No License Number LS: 5665 City MIAMI State FLORIDA ZIP Code 33165 Date 02/23/2009 Telephone (305) 216 -9302 FEMA Form 81 -31, Mar 2009 See reverse side for continuation. For Insurance Compan Poll Numbe Company Check the measurement used. feet feet OMB No. 1660 - 0008 Expires March 31.2012 IC Number Folio Number 11- 2231 -013-0670 etc.) (2) Additions Horizontal Datum:❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes 0 No B3. State ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B1 1. 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)? ❑ Yes 0 No Designation Date N /A ❑ CBRS ❑ OPA 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 -g below according to the building diagram specified in Item A7. Benchmark Utilized LC.3100 - BM. N-567 - EL =10.54 Vertical Datum NGVD 1929 Conversion/Comments N/A ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑meters (Puerto Rico only) ❑meters (Puerto Rico only) 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. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33138 Address SECTION E - BUILDING ELE Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 2009 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 A5. Latitude/Longitude taken with Garmin Etrex GPS handheld. 1. Highest Crown Elevation = 9.62 (Located on Centerline of N.E. 107th Stmt). 2. Highest Crown Elevation = 9.64 (Located on Centerline of N.E. 2nd. rt). Addition Details Information •lease see attached. /'' Signature SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Property Owner's or Owner's Authorized Representative's Name Date 02/23209 City State FL ZIP Code Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) 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 G10. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Title Telephone Date For Insurance Company Use: Policy Number Company NAIC Number ® Check here if attachments ION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ 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 page 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. 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. n Check here if attachments 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. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued fl Check here if attachments Replaces all previous editions i Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33138 Building Photographs See Instructions for Item A6. FRONT VIEW (N.E. 107 STREET) 02/23/2010 REAR VIEW 02/23/2010 For Insurance Company Use. Policy Number Company NAIC Numbe If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation on the reverse. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33138 Building Photographs See Instructions for Item A6. 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." RIGHT VIEW 02/23/2010 LEFT VIEW 02/23/2010 For Insurance Company Use: Policy Number Company NAIC Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Exiting Building Information C2 a) Exisitng Lowest Floor Elevation: 11.81 ft. C2 b) Exisiting Highest Floor Elevation: 13.23 ft. 1). New Living Room Addition Information: Located at South of Existing Building (Under Construction) C2 a) New Addition Floor Elevation: 11.78 ft. Found a Monolithic Foundation and Walls around. 2) New Bedroom Addition Information: Located at Southeast of Existing Building (Under Construction) C2 b) Top of Wood Framing Elevation: 13.21 Wood Framing Found ready to be fill. Date 02/23/2009 JOB No. REVISED DESCRIPTION 0905 -0001 02/24/2010 UPDATE OF SURVEY 11 V E ri r u 1 A DRAFTING SERVICES CORPORATION ENGINEERING 1 ARCHITECTURAL 1 SURVEYING PRESIDENT: DIEGO HERRERA 18090 COLLINS AVENUE, SUITE T -1790 SUNNY ISLES BEACH, FL. 33160 MAIN LINE: (305) 216 -9302 / OFFICE: (305) 682 -1513 CIP LEGAL DESCRIPTION: (FURNISHED BY CLIENT) LOTS 8 AND 9, IN BLOCK 15, OF "PASADENA PARK FIRST ADDITION ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, AT PAGE 82, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. PARCEL IDENTIFICATION NUMBER: 1 1 - 2231 - 013 -0670. PREPARED FOR: PROPERTY ADDRESS: FOLIO NUMBER(S): HASSAN BENJELLOUN By: Rafael era, P.S.M. Prof sional Surveyor and Mapper Number 5665 State of Florida. SEE LEGAL DESCRIPTION. NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Sketch of Survey are prohibited without the written consent of the signing party. LOCATION SKETCH SCALE: NOT TO SCALE 230 N.E. 107th STREET, MIAMI, FLORIDA, 33161 NOTE: THIS SURVEY IS NOT COVERED WITH PROFESSIONAL LIABILITY INSURANCE BOUNDARY SURVEY FIELD SURVEY DATE: MAY 22nd, 2005 SURVEYOR'S NOTES: OWNERSHIP IS SUBJECT TO OPINION OF TITLE. LEGAL DESCRIPTION PROVIDED BY CLIENT. OWNERSHIP OF FENCES WAS NOT DETERMINED. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN ALONG THE CENTERLINE OF N.E. 107th STREET, WHICH IS N87 °24'10 "E. FLOOD ZONE(S): X (EL. N /A) COMMUNITY: VILLAGE OF MIAMI SHORES (120652) DATE OF FIRM: SEPTEMBER 11, 2009 SUFFIX: L ELEVATIONS ARE REFERRED TO: NATIONAL GEODETIC VERTICAL DATUM OF 1929. MIAMI —DADE COUNTY SURVEY SECTION BENCHMARK USED: LOCATOR: 3100 BENCHMARK NUMBER: N -567 ELEVATION: 10.54 (N.G.V.D.) AREA OF PROPERTY: GROSS AREA: 20,925 sq. ft. and /or 0.48 ACRES MORE OR LESS. NET AREA: 14,375 sq. ft. and /or 0.33 ACRES MORE OR LESS. THE EXPECTED USE OF PROPERTY IS SUBURBAN: WITH A LINEAR CLOSURE OF: 1 FOOT IN 7,500 FEET. NO INFORMATION WAS PROVIDED AS TO THE EXISTENCE OF ANY EASEMENTS OR OPERATING RESTRICTIONS WITHIN THE PROJECT AREA. THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE PROJECT AREA THAT ARE NOT SHOWN ON THE BOUNDARY SURVEY OR CONTAINED WITHIN THIS REPORT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP OR POSSESSION OF THE PROJECT AREA BY ANY ENTITY OR INDIVIDUAL WHO MAY APPEAR OF PUBLIC RECORD. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. NO EXCAVATION OR DETERMINATION WAS MADE AS TO HOW THE PROJECT AREA IS SERVED BY UTILITIES. SUBSURFACE . UTITLITIES, INCLUDING, BUT WITHOUT LIMITATION TO PIPES, WIRES, VAULTS, BOXES, DRAIN TILES, VOIDS, CABLES AND THEIR MATERIALS ANCILLARY TO THE DELIVERY AND /OR DISPOSAL OF WATER, WASTEWATER, SEWAGE, ELECTRICITY, GAS, TELEPHONE SERVICE, CABLE AND TELEVISION. AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED AND ARE NOT SHOWN. IN ADDITION, THE FOUNDATIONS OF THE EXISTING SURFACE STRUCTURES AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED. CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR BUILDING A.ND ZONING INFORMATION. THIS BOUNDARY SURVEY WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND TO CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATION CODE. LEGEND & ABBREVIATIONS ABBREVIATION A/C BLDG. B5. MH (C) C.B.S. CB CL. CLP CONC. C.B.S. WALL D.M.E. EM EL. E.N.C. FH G SYMBOL o- x10.07 DEFINITION AIR CONDITIONING UNIT BUILDING BELSOUTH MANHOLE CALCULATED CONCRETE BLOCK STUCCO CATCH BASIN CLEAR CONCRETE UGHT POLE CONCRETE WALL (0.67' WE) CENTERLINE DRAINAGE MO MAWRNANfE EASEMENT ELECTRIC MITER DOSING ELEVATION ENCROACHMENT FIRE HYDRANT GENERATOR ABBREVIATION GYA ID. IF F.F.E. FIP FPL MH LA. R/W L.B. LP MH (M) N&A N &TT N.G.V.D. OHW O.R.B. SYMBOL 0— 8 OO • DEFINITION GUY ANCHOR NENTOTCATION IRON FENCE FINISH FLOOR ELEVATION FOUND IRON PIPE FLEA PDMR k UOR WNW LOOTED ACO.SS 6OR -OF-BAY 110001<6111(0100001 RUBBER LIGHT POE MANHOLE MEASURED MONUMENT LNE em. • DISC FOUND NAO. & 11N -TAB NATIONAL GODEID SIIDI OAIUM OVERHEAD WORE UNE OFFICIAL RECORD BOOK PANEL: 12086CO302 ABBREVIATION P.B. +/— P.C. P.C.P. P.K.N. 8 P.0.8. P.D.C. P.T. P.R.C. P.R.M. (R) R= (R & M) RES. No. R/W 5.I.P. SYMBOL 5' 0 DEFINITION PLAT BAG PLUS OR MINUS POINT OF CURVATURE PERMANENT CONTROL POINT PARKER VON NAIL PROPERTY LINE POINT OF BEGINNING POINT OF COMMENCEMENT PONT OF TANGENCY POINT OF REVERSE CURVATURE PERMANENT REFERENCE MONUMENT RECORD RADIUS RECORD & MEASURED RE50ENCE NUMBER RIGH -OF -WAY SET IRON PPE ABBREVIATION SAN. S.S. SEC. SQ. FT. S.V. S.V. TB U.E. WELL WF WPP WM WV SHEET: 1 OF 2 NOT VALID WITHOUT SHEETS 2 OF 2 SYMBOL DEFINITION SANITARY MANHOLE SEWER STORM MANHOLE SEWER MAP! WVE SECTION SQUARE FOOTAGE SEWER VALVE SEWER VALVE TELEPHONE BOX SIGN UTILITY EASEMENT WATER MAN LINE WELL WOOD FENCE WOOD POWER POLE WATER METER WATER VALVE CENTRAL ANGLE Inv�n-�-�v A DRAFTING SERVICES CORPORATION ENGINEERING 1 ARCHITECTURAL 1 SURVEYING PRESIDENT: DIEGO HERRERA 18090 COLLINS AVENUE, SUITE T -1790 SUNNY ISLES BEACH, FL 33160 MAIN LINE: (305) 216 -9302 / OFFICE: (305) 682 -1513 BOUNDARY SURVEY PLAN SCALE: 1"=20' By: Rafael c%ra, P.S.M. Profes..rna Surveyor and Mapper Number 5665 State of Florida. NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Sketch of Survey are prohibited without the written consent of the signing party. FOUN CUT-NAIL, FOUND IRON PIPE (NO ID.) TIKI FENCE & WOOD FENCE 0.50' EAST (CL.) TIKI FENCE 0.30' EAST (CL.) 0.05' NORTH (CL.) FOUND IRON PIPE (NO ID.) 0 0 10.31 li.187 °24' 10"E 135.0' 14.3' 21.5' ASPHALT PAVEMEHf 9' ASPHALT 47' , 5 "- 00' 10.2 GRASS N87 °24'10 "E 115.00' POOL DECK 42.8' 16.43' 0 0 M 19.25' PARKWAY FOUND NAIL & DISC (NO ID.) ' SIGN SIGN WPP 4.4' 4.3' 23 .6 X C.B.S. WALL 2.25'x1.0' C.B.S. 29.80' WALL 4'x0.7' C.B.S. WALL 4.10' r- 5.10'x1.0' CONC. 13.00' o ° rri 9.30' Ki 4 ONE STORY C.B.S. BUILDING HIGHEST FLOOR ELEVATION: 13.23 N LOWEST FLOOR ELEVATION: 11.81 In 10.30' 22.68' LO 7.00' TILE cio 11.60' cl NC 27.50' 3'x3' - k. i N. 1 27.49'; NEW C.B.S. ADDITION) M (UNDER CONSTRUCTION) F.F.E.: 11.78 LOTS - BLOCK P.S. 6 - PG. eP' 23.6' -- 6.3' -- (WOOD DECK) DECORATIVE ROOFED WOOD DECK B.B.Q. 5'x5' .3' (60' R/VV) N.E. 107th STREET 42.8' 0 M N87 °24'10 "E 115.00' LOT 7 - BLOCK 15 P.B. 6 - PG. 82 22.85' LOT 8 - BLOCK 1 5 F.O. 6 - PG. 32 25.6' TIKI FENCE ON -LINE X 25.7' + — WOOD FRAME � ,, (UNDER CONSTRUCTION) X x TIKI FENCE 0.25' WEST (CL.) 0.29' NORTH (CL.) FOUND IRON PIPE (NO ID.) X TIKI FENCE ON -LINE --�� 20.00 GRASS SIGN SHEET: 20F2 NOT VALID WITHOUT SHEET 1 OF 2 ( 9 , :t / a Tgus S BUILDING PERMIT APPLICATION FBC20 Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO X' Contact Phone 95 - 311 Submittal Fee $ Permit Fee $ Structural Review. $ b 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 Contractor's Company Name � r�t7r ca.�� i� C »t) Contractor's Address 30 % L,� •/ 4 ,S7 City Fd-, e c(c4,te State Ft— Qualifier Name A I"ey.Q v,ri ra rnPti State Certificate or Registration No. 2. 6-4. )50 rj a'3c • w Notary $ Training/Education Fee $ Scanning $ '-4 ° (1 1 Radon $ Double Fee $ E -mail Violation date: DPBR $ Phone # CCF $ Permit No. Master Permit No. efi °/ / 3e) Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) i ettii /3/(o»/ Phone # 77 6 - 2 $ ( Q Owner's Address t i J E / o 7 S ��— City ' t Lo"1. -j State kX_,_ Zip '3 Tenant/Lessee Name Phone # County Miami -Dade Zip Phone # 95 Zip 3331 Certificate of Competency No. Total Fee Now Due $ See Rmagnm MAR 1 8 2O1( BT:...! Flood Zone 3 - 33'1 J Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: CO /CC $ Technology Fee $ Bond $ !04 3 0 2010 Reverse side -* Bonding Company's Name (if applicable) Ff Bonding Company's Address a " 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 COMIVIENCEMENT 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 he absence of such posted notice, the inspection will not b = #pproved and a reinspection fee will be charged. jf ,. Signature The fore day o who is personally known to me or who has produced who is personally_ known to a or who has produced As identification and who did take an oath. 1 \�t/ as Ecation and who did take an oath. NOTARY PUBLIC: Sign: Print: trument was ac ,2010,b owledged before me this it The foregoing ins . . . ent was acknowledged before me this O4064lay o e P �% Valeria Simoens My Commission Expires: �,• . , • t My Commission Expires: =COmmtss�011 #DD809582 ; + ; ' ' � `� s EXPIRES: JULY 29,2012 � $imoeriS �, ���a e`�� WWW AARONNOIARI'COm�/� • :K� COMMON #DD809582 ** * * * ** ***************************** * * * ** *** * * * * * * * * * * * ** * ** *** * * ** *a ** * * *** * ** * - ;c :eingt heyle1 ''' D o WWW.AARONNOTMCOmn Zoning (Revised 07 /10 /07)(Revised 06/10/2009) APPROVED BY �l�je 3 l 2 3 jfa laps Examiner Signature Sign: Print: ,201D,b Contractor Engineer Clerk checked RECEIPT PERMIT #: . _ Il DATE: t (�fi/1 1 � 9W I, (14 I3eai L\ Owner PccA 0 ` � ❑ Architect J ❑ Contractor Picked tip 2 s - of plans and (o er Address: 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 Departme to continue permitting process. Acknowledged by: / 1 PERMIT CLERK INITIAL: RESUBMITTED DATE: O N 4 PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0A9069 \r) feiuMer) 050 OF/ 10-10- RECEIPT PERMIT #: e l /-11) DATE: ?o�a — M I, I4 s s Ad ( c TC d dd ❑ Contractor lor Owner ❑ Architect Picked up 2 sets of plans and (other) 7' 7 At 5- Address: �?0 /t= /c_075 From the building department on this date in order to have corrections done to plans And /or get County stamps. I _ nderstand that the plans need to be brought back to Miami Shores Village Building D: pa ment to continue permitting process. Acknowledged by: PERMIT CLE ITIAL:� RESUBMITTED DATE: 6 ( ° 'O 1 PERMIT CLERK INITIAL: M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Hassan Benjelloun LOT: 8 &9 PROPERTY ID #: 11- 2231 - 013 -0670 SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ D R A I N I E L D O T H E R STATE OF FLOR DEPARTMENT OF ONSITE SEWAGE SYSTEM 1,050 ] GALLONS / GPD ] GALLONS / GPD PROPERTY ADDRESS: 230 NE 107 St Miami, FL 33161 BLOCK: 15 SUBDIVISION: SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. Septic N/A ] GALLONS GREASE INTERCEPTOR CAPACITY ] GALLONS DOSING TANK CAPACITY [ 500 ] SQUARE FEET [ ] SQUARE FEET TYPE SYSTEM: [ ] STANDARD CONFIGURATION: [x] TRENCH LOCATION OF BENCHMARK: FFE 11.18' NGVD ELEVATION OF PROPOSED SYSTEM SITE BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: [ 30.00] INCHES SYSTEM N/A SYSTEM [ ] FILLED [ ] BED [ ] 1.- Install 1050 gal. category-3 septic tank equipped with an approved filter. 2. -The licenced contractor is responsible for installing the minimum category of tank sec. 64E- 6.013(3)(f). 3.- Install 500 sf of drainfield in TRENCH configuration. 4. —Invert elevation of drainfield to be no less than 8.36 ft NGVD. 5. -Bottom of drainfield elevation to be no less than 7.86 ft NGVD. SPECIFICATIONS BY: Gerar• L Phil -'re TITLE: APPROVED BY: 1 TITLE: Engineer Specialist II DATE ISSUED: -► • DH 4016, 10/97 (Pr ous Editions May Be Used) v 1.1.4 CAPACITY CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] [X] MOUND [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] [ 9.84 ] [I INCHES 1 FT ] [ ABOVE A BELOW h BENCHMARK /REFERENCE POINT [ 2.16 ] [) INCHES i FT ] (1 ABOVE f BELOW ] BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 30.00] INCHES AP948327 SE805542 PERMIT #: 13-SC-1115982 APPLICATION #:AP948327 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR796450 EXPIRATION DATE: Dade 07/21/2011 Page 1 of 3 CHD REC 1E7 ctE JAN 2 2111 Phone No. M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by 4, 4„". °i Iv" to rForm special pecial inspector services under the FI ri d Building Code at the project on the below listed structures as of �Iy / a (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) tg' SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) i " 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) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The foll wing individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. k Rhh`o 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 Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village 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 Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village 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 performed 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 in ent of the Florida Building Code and are in substantial accordance with the approved plans. \ � SJgned'and,Sealed Engineer /A /7 . . . �F� '' %, Name • S14S TOM \ Address 5 - 1 3 IATE: 4 i rI /:( �c •:_ gSP P. � tv 'P • 'eatted.W.6Pt 0 / '' , ,,,6SSI0t o` 133 A)K) (3 s 03,4 Pt 339 72 3 51(1-23$2 111V1 A DRAFTING SERVICES CORPORATION ENGINEERING 1 ARCHITECTURAL 1 SURVEYING PRESIDENT: DIEGO HERRERA P.O. BOX 11749 MIAMI, FL. 33101 -1749 PHONE: (305) 322 -5630 / FAX: (786) 206 -4387 4IN LEGAL DESCRIPTION: (FURNISHED BY CLIENT) LOTS 8 AND 9, IN BLOCK 15, OF "PASADENA PARK FIRST ADDITION ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, AT PAGE 82, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. PARCEL IDENTIFICATION NUMBER: 11-2231-013-0670. PREPARED FOR: PROPERTY ADDRESS: FOLIO NUMBER(S): Rafe ,:;;74//,e5; By: brera, P.S.M. Professional Surveyor and Mapper Number 5665 State of Florida. NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Sketch of Survey are prohibited without the written consent of the signing party. LOCATION SKETCH SCALE: NOT TO SCALE HASSAN BENJELLOUN 230 N.E. 107th STREET, MIAMI, FLORIDA, 33161 SEE LEGAL DESCRIPTION. NOTE: THIS SURVEY IS NOT COVERED WITH PROFESSIONAL LIABILITY INSURANCE. BOUNDARY SURVEY FIELD SURVEY DATE: MAY 22nd, 2009 JOB No. 0905 -0001 REVISED DESCRIPTION SURVEYOR'S NOTES: OWNERSHIP IS SUBJECT TO OPINION OF TITLE. LEGAL DESCRIPTION PROVIDED BY CLIENT. OWNERSHIP OF FENCES WAS NOT DETERMINED. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN ALONG THE CENTERLINE OF N.E. 107th STREET, WHICH IS N87'24'10 "E. FLOOD ZONE(S): X (EL. N /A) COMMUNITY: VILLAGE OF MIAMI SHORES (120652) DATE OF FIRM: JULY 17, 1995 SUFFIX: J ELEVATIONS ARE REFERRED TO: NATIONAL GEODETIC VERTICAL DATUM OF 1929. MIAMI —DADE COUNTY SURVEY SECTION BENCHMARK USED: LOCATOR: 3100 BENCHMARK NUMBER: N -397 —R ELEVATION: 9.80 (N.G.V.D.) AREA OF PROPERTY: GROSS AREA: 20,925 sq. ft. and /or 0.48 ACRES MORE OR LESS. NET AREA: 14,375 sq. ft. and /or 0.33 ACRES MORE OR LESS. THE EXPECTED USE OF PROPERTY IS SUBURBAN: WITH A LINEAR CLOSURE OF: 1 FOOT IN 7,500 FEET. NO INFORMATION WAS PROVIDED AS TO THE EXISTENCE OF ANY EASEMENTS OR OPERATING RESTRICTIONS WITHIN THE PROJECT AREA. THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE PROJECT AREA THAT ARE NOT SHOWN ON THE BOUNDARY SURVEY OR CONTAINED WITHIN THIS REPORT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP OR POSSESSION OF THE PROJECT AREA BY ANY ENTITY OR INDIVIDUAL WHO MAY APPEAR OF PUBLIC RECORD. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. NO EXCAVATION OR DETERMINATION WAS MADE AS TO HOW THE PROJECT AREA IS SERVED BY UTILITIES. SUBSURFACE UTITLITIES, INCLUDING, BUT WITHOUT LIMITATION TO PIPES, WIRES, VAULTS, BOXES, DRAIN TILES, VOIDS, CABLES AND THEIR MATERIALS ANCILLARY TO THE DELIVERY AND /OR DISPOSAL OF WATER, WASTEWATER, SEWAGE, ELECTRICITY, GAS, TELEPHONE SERVICE, CABLE AND TELEVISION. AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED AND ARE NOT SHOWN. IN ADDITION, THE FOUNDATIONS OF THE EXISTING SURFACE STRUCTURES AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED. CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. THIS BOUNDARY SURVEY WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND TO CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATION CODE. LEGEND & ABBREVIATIONS ABBREVIATION A/C BLDG. 8S. MH C.B.S. CB CL CLP CONC. S. C.B.WALL D.M.E. EM EL E.N.C. FH G SYMBOL ❑ • 10.97 4• DEFINITION AIR cONOOIONING UNIT BUILDING BBLSOUTH MANHOLE CALCULATED CONCRETE BLOCK STUCCO CATCH BASIN CLEAR CONCRETE LIGHT POLE CONCRETE WALL (0.61 WIDE) CENTERLINE DRAINAGE AND MANIENANCE EASEMENT ELECTRIC METER EXISTING ELEVATION ENCROACHMENT FIRE HYDRANT GENERATOR ABBREVIATION GYA ID. IF F.F.E. FIP FPL MH LA. R/W LB. LP MH () N &D N &TT N.G.V.D. OHW O.R.B. SYMBOL 6— O • PANEL: 12025C0093 DEFINITION GUY ANCHOR IDENTIFICATION IRON FENCE FINISH FLOOR ELEVATION FOUND IRON PIPE RONDA POER & UOIT MANHOLE 18000 ASS MOD-OF -BAY ROMA A0RKe24151 MINER LICIT POLE MANHOLE MEASURED MONUMENT LINE NAIL & DISC FOUND) NAIL & TN -TAB MAMMAL CUM YERIPAL DA11M OVERHEAD WIRE LINE OFFICIAL RECORD BOOK ABBREVIATION P.B. +/- P.C. P.C.P. P.K.N. 61 P.O.B. P.O.C. P.T. P.R.C. P.R.M. (R) R. (R & M) RES. No. R/W S.I.P. SYMBOL O 0 DEFINITION PLAT BOOK PLUS OR MINUS POINT OF CURVATURE PERMANENT CONTROL PONT PARKER KALON NAIL PROPERTY UNE PONT OF BEONNNG PONT OF COMMENCEMENT POINT OF TANGENCY POINT OF REVERSE CURVATURE PERMANENT REFERENCE MONUMENT RECORD RADIUS RECORD & MEASURED RESIDENCE NUMBER RLGH -OF -WAY SET IRON PIPE ABBREVIATION SAN. S.S. SEC. SQ. FT. S.V. S.V. TB U.E. WELL WF WPP WM WV SHEET: 1OF2 NOT VALID WITHOUT SHEETS 2 OF 2 SYMBOL — A t DEFINITION SANITARY MANHOLE SEWER STORM MANHOLE SEWER MAN UNE SECTION SQUARE FOOTAGE SEWER VALVE SEWER VALVE TELEPHONE BOX SIGN UTILITY EASEMENT WATER MAN UNE WELL WOOD FENCE WOOD POWER POLE WATER METER WATER VALVE CENTRAL ANGLE A DRAFTING SERVICES CORPORATION ENGINEERING I ARCHITECTURAL 1 SURVEYING PRESIDENT: DIEGO HERRERA P.O. BOX 11749 MIAMI, FL. 33101 -1749 PHONE: (305) 322 -5630 / FAX: (786) 206 -4387 BOUNDARY SURVEY PLAN SCALE: 1"=20' By: Rafae C- 'era, P.S.M. Profes o al Surveyor and Mapper Number 5665 State of Florida. NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Sketch of Survey are prohibited without the written consent of the signing party. FO L CU CHAIN LINK FENCE •6" & WOOD FENCE — -- 0.50' EAST (CL.) FOUND IRON PIPE (NO ID.) 4.4'- CHAIN LINK FENCE 4.3' . r- 0.30' EAST (CL.) 0.05' NORTH (CL.) FOUND IRON PIPE (NO ID.) 14.3' 30.00' 10.2' GRASS N87°24 0"E 115.00' J 9 . (y W . .., N . c-.i N• + O E4 N Lo • •J 0 '20( C.B.S. WALL 2.25'x1.0' 4.10 .10x1.0" + rac 29.80' CONC. 13.00'o ° I" i 9.30' Ki • 22.85' ONE STORY C.B.S. BUILDING FINISH FLOOR ELEVATION: 10.10 27.50' POOL DECK 42.8' 22.68' 19.25' PARKWAY FOUND NAIL & DISC (NO ID.) LOT 8 - BLOCK 15 P,B. 6 - PG. 82 CHAIN LINK FENCE ON -LINE X X 25.7' CHAIN LINK FENCE ON -LINE - SIGN 10.31 • b N co N o m 1 ( 10.15' O o Z O N N ti ui M LOT 9 - BLOCK 15 P.B. 6 - PG. 82 23.6' (WOOD DECK) DECORATIVE ROOFED WOOD DECK 4 y B.B.Q. 5'X5' g• 5'x5' 23.6' 6.3' (60' RAN) N.E. 101111 STREET 42.8 N87 °24'10 "E 115.00' LOT 7 - BLOCK 15 P.B. 6 - PG. 82 CHAIN LINK FENCE 0.25' WEST (CL.) 0.29' NORTH (CL.) FOUND IRON PIPE (NO ID.) 20.00' GRASS --0— S - GN 0 N � SHEET: 20F2 NOT VALID WITHOUT SHEET 1 OF 2 B4. Map /Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 07/17/1995 B7. FIRM Panel Effective/Revised Date 03/02/1994 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name HASSAN BENJELLOUN Important: Read the instructions on pages 1 -9. JOB # 0905 -0001 SECTION A PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 8 & 9, IN BLOCK 15 OF "PASADENA PARK FIRST ADDITION", P.B. 6, AT PG. 82, MIAMI -DADE COUNTY RECORDS. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N 25°52'22.3° Long. W 80°11'35.7° Horizontal Datum:❑ NAD 1927 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A 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 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. a) b) c) d) e) f) g) h) ❑ FIS Profile FIRM ❑ Community Determined B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* r∎ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized LC. 3100 - BM. N -397 -R - EL= 9.80 Vertical Datum NGVD 1929 Conversion/Comments Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to budding (HAG) Lowest adjacent grade at lowest elevation of deck of stairs, including structural support Certifier's Name RAFAELCABRERA Title PROFESSIONAL SURVEYOR & MAPPER Address 10412 S.W. RRAC ,4111/ /..0, erAr-opppr■ Signature o pany Name A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ►_ No ❑ Other (Describe) ❑ NAVD 1988 ❑ Other (Describe) SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 10.10 N/A N/A N/A 10.17 92 9.7 N/A Check the measurement used. feet feet feet feet feet feet feet feet 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. 1 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No License Number LS. -5665 City MIAMI State FLORIDA ZIP Code 33165 Date 05/2/2009 Telephone (305) 3225630 OMB No. 1660-0008 Expires March 31, 2012 umber Folio Number 11- 2231 -013-0670 NAD 1983 ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ['meters (Puerto Rico only) ❑meters (Puerto Rico only) 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. 230 N.E. 107th STREET City MIAMI State FL ZIP Code 33161 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments 1. Highest Crown Elevation = 9.62 (Located on 2. Highest Crown Elevation =9 (Located Signature SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Date 05/1201009 For Insurance Company Use: Policy Num pan SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without 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 El -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 ❑ 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 page 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. 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, 8, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments City State FL ZIP Code Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) fl Check here if attachments 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. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑ New Construction G8. Elevation of as -built lowest floor (including basement) of the bu G9. BFE or (in Zone AO) depth of flooding at the building site: 010. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Community Name Signature Comments ❑ Substantial Improvement ilding: ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum Title Telephone Date f7 Check here if attachments Building Photographs See Instructions for Item A6. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N.E. 107th STREET ranee company Use. City MIAMI State FL ZIP Code 33161 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation on the reverse. FRONT VIEW (N.E. 107 STREET) 05/22/2009 Building Photographs See Instructions for Item A6. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 230 N . 107th STREET City MIAMI State FL ZIP Code 33161 REAR VIEW 05/22/2009 For Insurance Company User Policy Number 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." • ;•. • • • • -•• 05.G" 1,M. oil 9 •TP.o41-10- ";_ . Edward A. LANDERS CONSULTING ENGINEE --- • •---•f • P.E. #038398 IOU (305)823-3938 01■' .r.*■0•••••• • .57 V L . 4 40, 5 . - .... • • 10‘4, tio*i tr. 3;. • C'°"! zz.. CA • . : , ; . . .,.. • . - . . . 4 , • • • we ... • • • . 04.• • • • • IX i• i ' I?) . rPrCe l ' ' ' ' ' ' i 6°5 • fr a • • t e • • • • , do • " • • • • e ...13. . .. • :, • • • . .. . .; : : • i . 4 • • • •;• • I, • 1.9Pflit• • •• ••• • 1 i6P "-) (zeme 3 • : JP 14. c)icati Edward A. LANDERS, RE. 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( -c••••4••••-: P• 0 •-• cc OOOOO r • - • : - - v•• ' i . • • s • .. . • -;- • --- • •• - .--,' -.,- • • rs • i_.,--..-.1 • . • 7 •: . 4r : ' !.• i. '7--s • • t • 1 . 1 .: 4. ': - • • • • • • 5 i : s , ;. . . .a ,.......: . ...r.....4........ :.• . . CAcc--ci • I T9 1 gio,- Edward A LANDERS, RE. CONSULTING ENGINEERS • a f , P.E. #038398 (3O5823-3938 ...5-5.5455555 . 54 , 555 •-••• Z.45.5- 45 -5- 4 - 5 -5.5, :'"' • -• S 5 • ' • 5 : : • . 5 ' 'T- -'" •' • .- • 4.' -*". • . •5 ..... r's • ---.- ' - ... - ' . " - :°••••• •• `.". - • • • • • ••• • -44 * 4 ‘-' , 5 , 5 ,-, . '`.." 4 -.•-.5 _ .1 i 1 . : • „„ ■ ie,, ■ ...A," AMA+, ......, V ... 4.1 t: SAlia..1. r 4--- 0 '. _ : :: . , . . . . . . . . - • .. • . . • . • • • • 15.41 • • la ..: • : ' : -:- - . ..,........-4......, F . .... . ... ... ,.......,. . ; '3 1132■ 4 ;. ..... i . : : .....-- I $ .alo-,t• ....era,.• •V..... o . ,,,,,...m.-......,.- : ..... 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CONSULTING ENGINEERS P.E. #038398 (305)823-3938 P = 1,360 pel ,, 1,500 paI 8a 8 Bar Spacing ) A, ) MR :{In- ' itr Bar ing n) ) Bar Sim Bar Spacing (in) 8 8 8 16- 8 16 24 16 8 24 32 40 18. 32 ! .24 48 40 32 24 18. 48 56- 46 56 .14% • .? • : (In' 1. 9 0 09,201 OA 0,47. 0.45 0,40 0.33 0.30 0.30 0.30 - 0.24 0.23 0.23 0.22 010.13,392 0.18 ,0.17 0.16 ' • 0.15. 0.1$.:12y1'ifi g17`: 0.13 0.13. 0.15.' ... 21,880 20,647 1 8,085 17,511 16,963 18,308: 15,880. 15,381 18,196 18,118 14,181 14,127 13,983 13,871 12,982 12,592 12,315 42 :1.114 10,888 10,432 i0;044 . • , ;, • 9'1A6 ► Bar Size 8 4 7 8 5 6 .8,,. ' • 8 4 6 7 5 8 4 8 7 8 5 4 1 38 • SI , 4 4 1t' c 4:' Bar, Spacing (Inl 72 24 ` 72 8 40 64 , ,..8, „,, - ,040 48 3% -' 72 96 56 120 40 64 120 98 72 48 • • 58 120 • 96 84 72 .120 : 98 4' 120 , -- 0.13 0.10 0.10 0.09 0.09 0.08 0.08 °c1 0.07 0.08 0.07 0,08 0.08 0.08 0.06 0,08 0.05 0.05 0.04 0.04 0.04 0.04 0,03 0,03 0.03 0.02 1 , 8,928 8,348 8,114 7,840 7,786 8,860 ( 8,834 - 0131" 8,097 6,088 6,600 5,357 8,104 4,900 4,868 4,573 4,368 4,278 3,867 3,858 3,267 3,209 2,862 2,814 2,139 1,71 8 8 8 18 8 18 24 18 8 . 24 32 40 16 32 24 48 40 32 24 48 16 40 86 ' 66 32 84 48 84 1.19 0.90 0.88 0.69 0.47 0.45 0.40 0.33 0.30 0.30 0.30 0.24 0.23 0.23 0.22 0.20 0.18 0.17 0.18 0.18 0,18 0.13 0.17 0.13 0.12 0.15 0.11 0.11 20,072 19,008 17,730 18,609 18,221 15,650 15,040 14,499 14,301 14,087 13,987 13,160 13,134 12,972 12,896 12,486 12,103 11,768 11,806 11,374 11,374 10,838 10,884 9,749 9,698 9,349 9,108 8,830 i 24 72 58 40 72 . 0.10 84 48 32 6 72 96 66 40 120 84 .98 120 72 48 86 120 96 84 72 120 98 120 0.10 0.13 0,09 0.09 0.08 0.08 0.08 0.10 0.07 0.08 0.07 0.06 0.08 0.08 0.08 0.08 0.08 0.05 0.04 0,04 0.04 0.04. 0.03 0.03 0.03 0.02 8,311 8,310. 7,804 7,783 7,882 6,829 6,608 6,308 8,232 6,070 5,687 6,578 8,088 4,988 4,881 4,552 4,549 4,339 4,284 3,656 3,642 3,254 3,198 2,843_ 2,603 2,132 1,706 TAB1.B3.2.1 Reinforced Wall ad Combinations Not Including Wind or Seismic d.l� • ..i�. is SI it _ 1!1!1 1d is ;1 Stpel tent P1ooettlee 8 n E 29,00 ,000 pet orEffecllve Depth , de 3.8125 In F 40,000 pal Out-of-Plane Resisting Moment and Shear for Bare Posltloned In the Center of the Wall (Table Arranged by Increasing M P =1,360 psi f 1,600 pal Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 ............ .. • .... • • ■ • ... • •• . ... ... 7 ert • Edward A. LANDERS, P.E. CONSULTING ENGINEERS z 44e. • OM • • - . • .... • P.E. #038398 (305)823-3938 • Z-0 o t )i:e,s•: ''"• .... 4 e. :._,.- .:1 - w -e t_s 7;.. X Z44 ' Nc. i— • FVU'16—/-) ca-09 I 1.)(4-1t -:_-:. - . 4-0..04 .... - • • • : • • •• • • . , • • • • • • si • • • • • • • • • • • • • • • . .• • , • „ • • • 3 • • • • • • : • • • CAcc5 • • 1 • . •. 1 • . • .. • 411..• • • • •-• • • • • • • • • • • • • • • .... vie • • • • • • • ....... • • • • •• ••• 0011 .... . • • • •• • • 0.• • • • • • • • • .. ..... ....... ..••■•••• vor■•■• • ... ... .... • • • • Edward A. LANDERS, RE. CONSULTING ENGINEERS ... P.E. #038398 (305)823-3938 0 • IQ. ........ • • WO,. • • .. • .. • • • ' • • • • : • '; • • 1. • • • • C otite-f • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• • • • • .•••• • ••••• • ' • ; ...... •• - c o to• • • • • • • •• • • (305)823-3938 • . . 6 ........ t ••III• • ,• .. ••••• • • • • 3 1' 4 1 1 .11-A." ' .."* Z44 1 1 : 11 1 M * • • ,• ‘ ........ •••• •• • • • •• • • • : • .. • • .... .... .... ,0. Prt riAJ 6, A rtAx.).4 ... A ..., ahivr , 4 . Edward A. LANDERS, RE, CONSULTING ENGINEERS • • • .... • ... of • .......... ... ........ • • • • • • :: • • • • ........ ....... ....... ....... • (305)823-3938 C131-1 • • • • • • • : e4tr • , • • • Mai • • • • • IF • • • : ... 7 4 TA • • • z 1 19 • • • 0 r • • • • .......... ... • • • • • • i• • • • • • • • • • • • 3P E d w a r d A. LANDERS, RE. CONSULTING ENGINEERS 0 X P.E. INS398. sav• — • • • • • • • • ■••• • • f • .• • 0.• (305)823-393$ el . • • • • • • • • • • 1 • • • • 0:1 • 0 • • • • • • • • : • • • .. • • . • . ; E • • • • • • • ic.••• • • • • • •••• • 6 • : . toror 71 0 . a'h �. _ 3 0a- a 6 €,a'E1� C S' -1- ?¢__, e•: � `, w ; 4 t .17 I* 5 r g, �,.��. Gust1 For rigid structures (Nat Freq > 1 ) use 0.85 0.85 ,a.�,�a4.::'P�� � �� t ��@3 i � .�g ��'�� 4m „v �+`:�.., O Y- ���'L .y ,7�, _ . �� 9 � -; Y�P�� ,A. �z Zm Zmin 15.00 I lzm Cc * (33/z) ^0.167 0.2281 ' Lzm I* zm/33)AEpsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9198 ust2 0.925* 1 +1 7 *Izm *3.4 *Q / 1 +1 7*3.4 *Izm 0.8828 ________ *}n u' 1 5� ' , W` e #?;s^'; �`�a vT h �°' d3 6 .��'1 -- S 3 �: �+E t Y £-- `y.,..* - . Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 230 NE 107TH STREET, MIAMI, FLORIDA Structure Type Basic Wind Speed (V) Struc Category (1, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonailty Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir (L Building 146 II C 1 3.0 14.0 HIPPed 0.85 9.00 18.00 13.50 46.00 75.00 mph Hz :12 Deg ft ft ft ft ft Type of Structure Height/Least Horizontal Dim 0.29 No Flexible Structure Fiq 6-5 internal Pressure Coefficients for Buildings. Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings Alpha = zg = At = Bt = Bm = Cc = Importance Factor Epsilon = Zmin Max + 0.00 0.55 0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Hurricane Prone Region (V>100 mph) Gcpl Table 6 -2 Values Max- 0.00 -0.55 -0.18 0.18 1 -0.18 1 9.500 904)!000 • • • • • • .. .. • • • • • • 0.1(15 ▪ 41,604 0.650 0.200 500.00 0.200 15.00 ft ft • .... • • .. ... • • ... • . .. • .... • • • 1/16/2010 • • • • Page No. 1 of 4 • • • • • .' • • • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 18 15 Kz 0.88 0.85 Kzt 1.00 1.00 (Kip) (Kipp) 5.57 8.35 3Zfgl • 303.51 Leeward Wall +GCpi -GCpi -19.60 -5.43 -19.60 -5.43 Total Shear qz Ib/ft ^2 40.92 39.37 Pressure (Ib/ft^2) Windward Wall* +GCpi -GCpi 20.73 34.91 19.69 33.86 Moment. Note: 1) Positive forces act toward the face and Negative forces act away from the face. • . • Figure 6 -6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Method 2) Surface L Windward Wall (See Figure 6.5.122.1 for Pressures) Leeward Walls (Wind Dir Normal to 46 ft wall) Leeward Walls (Wind Dir Normal to 75 ft wall) Side Walls A s _ indward - Min Cp indward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. L -0.37 -19.60 -0.50 -23.82 -0.70 -30.52 r` -0.54 -25.16 -0.04 -8.29 -0.46 -22.48 -0.54 -18.07 .. • • • • • • • • • • •• fir •• . 2. �'�' • . . . .. • Reduction Factor 1.00 -5.43 -9.65 -16.34 -10.99 5.88 -8.31 -18.07 • • • .... • • 1/16/2010 • Page No. 2 of 4 • • • • • • S. ✓�6f :r k�kk'�es'a�s i ce . ,. � ���� rv ry'�SR�;'`? n 1 'v' .t k..� yy .. Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V ^2 *i *Khcc *Kht *Kd 39.37 psf WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 18 15 Kz 0.88 0.85 Kzt 1.00 1.00 (Kip) (Kipp) 5.57 8.35 3Zfgl • 303.51 Leeward Wall +GCpi -GCpi -19.60 -5.43 -19.60 -5.43 Total Shear qz Ib/ft ^2 40.92 39.37 Pressure (Ib/ft^2) Windward Wall* +GCpi -GCpi 20.73 34.91 19.69 33.86 Moment. Note: 1) Positive forces act toward the face and Negative forces act away from the face. • . • Figure 6 -6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Method 2) Surface L Windward Wall (See Figure 6.5.122.1 for Pressures) Leeward Walls (Wind Dir Normal to 46 ft wall) Leeward Walls (Wind Dir Normal to 75 ft wall) Side Walls A s _ indward - Min Cp indward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. L -0.37 -19.60 -0.50 -23.82 -0.70 -30.52 r` -0.54 -25.16 -0.04 -8.29 -0.46 -22.48 -0.54 -18.07 .. • • • • • • • • • • •• fir •• . 2. �'�' • . . . .. • Reduction Factor 1.00 -5.43 -9.65 -16.34 -10.99 5.88 -8.31 -18.07 • • • .... • • 1/16/2010 • Page No. 2 of 4 • • • • • • Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpi qh (Psf) Min P (Psf) Max P (Psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 '39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Top (Leeward) -0.46 -15.40 Overhang Bottom (Applicable on Windward onl 0.80 26.77 f- t Dist from Windward Edge: 0 ft to 27 ft - Max Cp Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp Dist from Windward Edge: > 27 ft -0.18 -0.90 -0.90 -0.50 -0.30 -13.11 -37.21 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 Kht = Oh = Theta = * Horizontal distance from windward edge 2.01 *(15 /zg) "(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(t /) ^2 *ImpFac *Kh *Kht*Kd Angle of Roof p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -15.40 26.77 • • • .. • Figure 6 -10 - External Pressure Coefficients. GCpf • Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft • • .... 0.85 • • 1.00 39.37 • • • 14.0 Del • • .. .. • • • .. • Transverse Direction Longitudinal Direction Torsional Load Cases •••• • • .. • • • .• • • • • • • •. • • • • • • •••• 1/16/2010 • • • • Page No. 3 of • • • .• • • • • • • • Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (lb/ft" 2)r Max Min Max Min RAFTERS 2 10 33.33 1 0.40 -0.85 ' 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 - 1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.6 =_> 1 4.60 ft a Hipped Roof 7 <Theta < =27 Double Click on an data ent line to re Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. •••• • • • •••• • • •• • • • • • • • 1/16/2010 • • •••• • •• • • • • • • •••• • . • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • •• • •••• • • • •••• • • Page No. 4 of 4 6 shoring Systems wik Bolt 11 Expansion Anchor 1- " `arbon Steel Kwik Bolt II Allowable Loads in Conbrete * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce }, the shear values by 20 %. 114 All other values shown are for shear plane acting through either tidy o threads. ** .Values -shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12 %. 11114 II L:1191 4.3.3 Anchor Embedment Diameter Depth in. (mm) in. (mm) 1 (29) 590 (2.6)! 670 (3.0) 650 ( 1/4 2* (6.4) ( 8/ (9.5) ( '/2 (12.7) 8 /4 (19.1) 1 (25.4) 33/ (95) 1ah (41) 2 41/ (108) 2'/4 (57) 3'/2* ( 6 (152) 2 (70) (15.9) (102) 7 ** (178) 3 ( 43/ ** (121) 8 ** (203) 4'h (114) 6 (152) 9 ( 2000 psi (13.8 MPa) Tension lb (kN) 270 (1.2) 560 (2.5) 670 (3.0) 530 (2.4) 1200 (5.3) 1330 (5.9) 1170 (5.2) 1870 (8.3) 2080 . (9.3) 1600 (7.1) 2400• (10.7) 3200 (14.2) 1970 (8.8) 2930 (13.0) 4000 (17.8) 3330 (14.8) 4930 (21.9) 6670 (29.7) Shear lb (kN) 430 (1.9) 530 (2.4) 990 (4.4) 1470 (6.5) 1940 . (8.6) 2450 (10.9) 3070 (13.7) 4140 (18.4) 5120 (22.8) 7070 (31.4) 9200 (40.9) 3000 •ps (20:7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Shear lb (kN) lb (kN) 330 (1.5) 1290 (5.7) 1390 (6.2) 1310 (5.8) 2130 (9.5) 2310; (10.3) 1870 (8.3) Shear lb (kN) 430 (1.9) 530 (2.4) 1040 (4.6) 1470 • (6.5) 1970 (8.8) 2450 (10.9) 3070 (13.7) 3840 (17.1) 2850 (12.7) 3470 (15.4) 2320 (10.3) 4130 (18.4) 4930 (21.9) 4050 (18.0) 6000 (26.7) 7670 ( 341) 630 (2.8) 670 (3.0) 750 (3.3) 3840 (17.1) 3730 (16.6) 4140 (18.4) 5120 (22.8) 7600 (33.8) 9200 (40.9) Tension lb (kN) 380 (1.7) 1370 (6.1) 1440 (6.4) 1450 (6.4) • 2400 (10.7) 2530 (11.3) 2130 • (9.5) 3290 (14.6) 2670 (11.9) 4800 (21.4) 5870 (26.1) 4670 (20.8) 8670 (38.6) 430 470 (1.9) (2.1) Shear Tension lb (kN) 1b (kN) 530 670 530 (2.4). . (3.0) • • •..(2.4) • o • •• • • t • *•• • 1100' • 850 • 1100 (4.9)• 'I* • • • (3.8) • (4.9) • • • • • • •• 1 • • •• • 147% • • . • 1550 • • • 1470 • (6.5)..' •' (6.9) • • • ' • 3840 4190 (17.1) (18.6) 1974 ' 1730 (8.82 1 ' • (7.7) • - • • •.• •• 2450 2800 (10.9) . (12.5) 3070 2670 (13.7) (11.9) 4140 3200 (18A) (14.2) 5870 5120 (26.1) (22.8) 6320 (28.1) 7070 (31.4) 9200 8140 5070 (36.2) (22.6) (40.9) 10670 (47.5) 430 (1.9) '4 970 • 8.8) • • • 2450 (10.9) • 3070 (13.7) 3840 (17.1) 4140 (18.4) 5120 (22.8) 8400 9200 (37.4) (40.9) • • Shear Through The Bolt Body. • • • Hilti Product Technical Guide 10/99_ • • • • •••• • • • • ••w• • %Wm UM Anchoring Systems Kwik Bolt 11 Expansion Anchor Influence of Anchor Spacing and Edge Distance f l i inimam embedment) i Load Adjustment Factors (Anchor Spacing) IA Spacing s in. (mm) '/4 1' /e 29 .70 1' /e 41 .83 2 51 .93 2'/4 57 1.0 2'/2 64 2'/4 70 31/4 ( 83) 3'/4 95 4'/2 (114) 5 (127) 51/2 (140) 6 (152) 6'/2 (165) 7 (178) 8 (203) 9 (229) Tensile/Shear char '/2 .70 .73 .77 .83 '/ 1 e/ 8 An .70 .77 .82 .86 .91 1.0 .90 1.0 lame 6 /8 .70 .75 .81 .89 .95 1 0.3 hL + 0.40 rs c ,> s>S n o t , ter 3 /4 .70 .75 .82 .86 .91 .95 1.0 1 .70 .73 .77 .80 .83 .87 .93 1.0 TenOile; f, Edge Distance in. ( mm) 1' /8 29 2'/4 70 41/2 (114) 5 (127) 51/2 (140) 6 (152) 61/2 1() 7 (178) 8 (203) 9 (229) 10 (254) 12 (305) 14 (356) 1/4 .80 Load Adjustment.Factors (Edge Distance) f Anchor Diameter 1 .0 1 .80 .84 .89 .93 f,= 0.4 +;0.40 h for c >c >c, Shear f Anchor Diameter '/4 .96 1 .0 '/e .67 .77 .92 1.0 1/2 '/8 3/4 1 .56 .67 .98 1.0 .74 .81 .89 .97 1.0 .52 .59 .67 .74 .89 1.0 f 0.333 h : for c > c> c„ 120 fA f Influence of Anchor Spacing and Edge Distance f f = standard embedment) 2 51 21/4 57 2 ( 64) 2'/4 70 31/4 83 3'/4 95 4 114 5 (127) 51/2 (140) 6 (152) 6'/2 (165) 7 (178) 8 (203) 9 (229) 10 (254) 1/4 3 /e 1/2 8 /8 3 /4 1 .70 .74 .78 .70 .81 .73 .89 .79 .96. .85 .72. 1.0 .83.:.78 .72 .87..81 .75 .91 .85 x:78 .70 .96 .89 .81 .73 1.0 .93 .84 .75 1.0 .91- :80 .97, .85 1.0 .90 1.0 2 51 5 (127) 51/2 (140) 6 (152) 61/2 (165) 7 (178) 8 203) 9 (229) 10 (254) 12 (305) 14 (356) 16 (406) 18 (457) .97j 1.0.1 .90 .95 1.0 .82 .86 91 .80 .95 .83 1.0 .87 .93 1.0 .59 1.0 .74 .61 .54 .81 .67 .56 .89 .73 .61 '< .97 .79 .67 1.0 .85 .72 .97 .82 1.0 .92 1.0 Load Adjustment Factors (Anchor Spacing) f Spacing s Tension/Shear .79 .94 Anchor D came .74 f = 0.3 + 0.40 for s> s > s,,, er Edge Distance 9h 7 3 /4 Load Adjustment Factors (Edge Distance) fp Tension f Anchor Diameter f = 0.4 h2 +0.40 for c >C > c„, • 9/ 1 Shear f, Anchor Diameter 1/4 1/ 5 /e 3/4 1 .52 .59 .67 .74 .89 1.0 f = 0 . 3 3 3 for c •••• • •••• • • • • • • • • • • • • • •• ••• • • • • •• • • • •• • • • • • • • • •••• • • • •••• Hilti Product Technical Guide 10/99 GEOTECHNICAL ENVIRQNMENTAL HYDROGEOLOGY `ASBESTOS Miami, December 17, 2009 Mr. David Leguizamon TAI ARCHITECTURE AND DESIGN 2324 North Miami Avenue Miami, FL 33127 Re: Proposed Addition @ 230 NE 107 Avenue Miami, FL 33161 Dear Mr. Leguizamon: Depth From To 0' -0" 0' -6" 0' -6" 1' -0" 1' -0" 2' -6" 2' -6" 3' -6" 3' -6" 15' -0" rw Printed on Recycled Pg. fitsinum �� t��t Mil 2:111/ DYNATECH ENGINEERING CORP. Description Topsoil and grass Brown sand Tan sand Tan medium sand w /rock fragments Tan sandy limerock TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on December 17, 2009 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structures. A total of (1) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 6' -6" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone: (305) 828 -7499 ° Fax: (305) 828 -9598 E -Mail: Dlynatech @Bcllsouth.net Page No. 2 230 NE 107 Avenue, Miami, FL Based on our understanding of the proposed structures and our field boring logs; the following are our recommendations for foundations and slab design. A- Strip the entire building construction areas plus 5 feet outside perimeter of all topsoil, grass and tree stumps and any underground utilities and construction debris down to clean granular material wherever encountered (see field boring logs). B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D -1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas only if needed to proper depth and recompact using hand held equipment as indicated above. D- Care should be taken not to use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). Fill material below the water table shall consist of washed gravel unless dewatering is employed. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I - In the event of existing structures, existing footings, existing or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure (ie. transfer beams, underpinning etc...). The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 3000 P.S.F. 2 Page No. 3 230 NE 107 Avenue, Miami, FL Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pci. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Excavations shall not extend within 1 foot of the angle o f repose, next to existing footings or structures, unless under pinned. Trenching shall be in compliance with the Florida Building Code and Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. 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. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Oh Si Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 3 DYNATECH TEST BORING REPORT CLIENT : TAI ARCHITECTURE AND DESIGN PROJECT : Proposed Addition @ ADDRESS : 230 NE 107 Avenue, Miami, FL LOCATION : See attached plan 4 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: December 17, 2009 HOLE NO.: B -1 DRILLER: AS & LD DEPTH DESCRIPTION OF MATERIALS SAMPLE NO. HAMMER BLOWS ON SAMPLER 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 26 27 28 29 30 31 32 33 34 35 36 37 38 0' -0" to 0' -6" TOPSOIL AND GRASS 0' -6" to 1' -0" DARK BROWN FINE SAND 1' -0" to 1' -6" TAN FINE SAND 1' -6" to 2' -6" GRAYISH FINE SAND 2' -6" to 3' -6" TAN MEDIUM SAND W/ROCK FRAGMENTS 3' -6" to 15' -0" TAN SANDY LIMEROCK H: HAND AUGER A: HOLLOW STEM AUGER 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Hand Hand 4 6 6 5 5 4 6 9 10 8 12 13 15 15 12 16 11 9 13 8 10 11 H H 12 9 20 27 22 Water Level: 6'-6" Below Surface As a mutual protection to clients, the public atd ourselves, all reports are submitted as the confidential property of clientsand authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER.: A: AUGER: R: REFUSAL. LC1 Lc; m M L d 39' -6' FXIS1TMNG GA2E6O Nt MO ROW CT. LNdtit331 N a 3 G' -r LEGEND a11ILD 5A MY POOL F WCI. 4 (ACCORD 4G TO r,I.5.G. 2004) DOO1 0L93e.* WITPI LATC 1 • • it it _ N }f�-N— - W.�.e7t- -- M— •- .M ---J1 ��1f V( 101,f A,TE REQUIREMENTS A0c*s. t0 Inuit• . Qu l'lr rd .3.:x.3 frrr.wic: <.41% .Li = II*L `- issoi3N 35! 7" mite 1iATtllERfOP, ( FM IWM01,1 cum INC. s 1 17.1 114jOt 11.3. GRAM WAR ON t t,441bhWM AwMte M TI MM 1111E AND 1 W ©OT1014Of ofJE ai vw1t'fERSPIi4Re. atom 310ENTIM15 OR I 1 MOW( OW( iitt aigRIAlf 45 The 9M119411G PERM. me Of 1 NOT DEED 1 -314 LI[C&5 Ql W1DTH. ifam 1561= AND The 4 YAM. *NW MU ARE *MA ME Cllff4115 aoa N2.114 INCA 50(hkr.E l l°If 104' OR 8011014 •rtNCH 115, li4 OPENING TllrN I-3/4 11101f5 Ot R4101.2;11. 1.1 11 000H MOCKING Cala. TVLIVIAML 13( 1E �� Ali W 4RRIER 6 INCHES Of Tf1ERAMAME DIE IMO. ONE OPTHE ,I .fF i 111TWJ1L I & .414 AR3111tCsY1 t e1xx Mm St eret r ....t q RHP OM3J1 • ;a. root GG41K It 411401 2. ROW tf0 4. 1Oa.r11% we rotSsi s. tit Ol PflYY 7. b. R we to. Al 14, I6, amok', NO1 !, ga switai 3. 1p DE CM Of .01741(41 ANAL16 ;} Tor or root, wl!0..01/1w rE,Ol LOW POINT POOL lirifIr 00UMY LOOD c TGR1.Ai root. Mir , ,,;.,., L1' IA1)1O'IERft AL N, RtIOULTAtir't11'IIFf: ra.., tgio T111Gf.11 um* WAIL, 1111L`IJICO5 Soil borings an unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. Sands Silts & Clay Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration Tests /cm 0 -16 17 -40 41 -80 81 -120 Over 120 0 -3 4 -9 10 -17 18 -31 32 -60 Over 60 Soft Medium Moderate Hard Hard Vey Hard KEY CLASSIFICATION & SYMBOLS Standard Penetration (Blows /ft.) 0-4 5 -10 11 -20 21 -30 31 -50 0 -2 3 -4 5 -8 9 -15 16-30 31 -50 GENERAL NOTES Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt C lay 5 %- 10% 10% - 30% 30% - 50% 0% - 5% 6% - 10% 11% - 20% 21% - 35% > 35% And Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when s truck with hammer (chem.) Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to Sin. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mrn < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 St. Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. atm- e ounty uct ontrol 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: Series "HS- 8700" Aluminum Horizontal Sliding Window (L.M.I.) APPROVAL DOCUMENT: Drawing No.W02 -07, titled "HS -8700 Alum. Horizontal Sliding Window ", sheets 1 through 5 of 5, dated 1/21/02 with revision C dated 11/16/06 , prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for Yg n 10, 4y other purposes shall automatically terminate this NOA. Failure to comply with any se f s A slr be cause for termination and removal of NOA. ADVERTI e NO number preceded by the words Miami -Dade County, Florida, and followed by the expiratioe ray bclispl4ed in advertising literature. If any portion of the NOA is displayed, then it shall be done in It entirety . , INSPEC (�1: A4opy of this enter NOA shall be provided to the user by the manufacturer or its distributors and sl�a1! b aat'101vtar $eot at at the job site at the request of the Building Official. This NQA i;tk sue ' s •Nb''4 02- 0227.05 and consists of this page 1 and evidence pages E -1 and E -2, as well Raper15111 dacufienf niintibned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. ri i - 44. ::6 rv - Lr ;,r/ 1 • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ?a•• • • • • • • • • • it • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • 000 • • • 0 010 • • Imv 4 MEI° 1L.,11r 8 /5". - d:,Ys 49/ a MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0406.09 Expiration Date: April 11, 2012 Approval Date: February 15, 2007 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W02 -07, titled "HS -8700 Alum. Horizontal Sliding Window ", sheets 1 through 5 of 5, dated 1/21/02 with revision C dated 11/16/06 , prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pres - 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3097, dated December 6, 2001, signed and sealed by Luis Figueredo, P. E. (Submitted `Under 91(O.71# 02 -0227.05) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of 4 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3098, dated December 11, 2001, signed and sealed by Luis Figueredo, P. E. (Submitted Under 9l(O11# 02 -0227.05) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of 1 specimen of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3364, dated January 28, 2002, signed and sealed by Luis Figueredo, P. E. (Submitted Under N0:1# 02 -0227.05) .. •. • • • • • •• • • • • • • • • • •. ••• •• • • • .. • •.. • • ... • • • • • • • • • • • • • • • • • • • • • •. . • • • •.• . • • • • •• • • • • • • • • • • • • • ••s • • • • • • • • • • • • • • •• •• • • • •• •• .•• • • • ••• • • E -1 . . • 1 �: A Jaime D. Gascon, .E. Product Control Division NOA No 06- 0406.09 Expiration Date: April 11, 2012 Approval Date: February 15, 2007 Lawson Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, and signed and sealed by Humayoun Farooq, P.E. on 11/20/06. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/22/03, expiring on 04/14/08 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance, dated March 9, 2006 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February 4, 2002, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA # 02 -0227.05) 3. Laboratory compliance letter for Test Report No. FTL- 3097, issued by Fenestration Testing Laboratory, Inc., dated December 14, 2001, signed and sealed by Luis A. Figueredo, P.E. (Submitted under NOYL # 02 -0227.05) G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) . • • • • • • • • • • • • • •. ... •. • •••• • •.. • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • •• • • • • • • • . • • • • • . . • • • • • • • • • • • • ••. • • • • • • . • •.• • • • • • • • • • • • • • •. • • • • •• • • • • • ••• • • . 1 .. E -2 Jaime D. Gascon, .E. Product Control Division NOA No 06- 0406.09 Expiration Date: April 11, 2012 Approval Date: February 15, 2007 5 3/4' MAX TYP. HEAD /S91 CORNERS D L OPG. 38 3/8 VENT WIDTH D.L. OPG. Engv DR HUMAYOUN FAR000 STRUCTURES FLA. PE N 18557 CAN. 3S3B NOV 20ZUOb • drawing no. W02 -07 1/8 ANNEALED GLASS .090 INTERLAYER SAFLEX HP BY SOLUTIA 1/8 ANNEALED GLASS SILICONE SCHNEE—MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' LAMINATED BY 'ARCH ALUMINUM' 4 1/2 WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT 1/8' ANNEALED GLASS .090 INTERLAYER SAFLEX/KEEPSAFE GLASS TYPE '73' 14 1/4° 1/8 ANNEALED CLASS SIUCONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 FALSE MUNTINS SURFACE APPLIED OPTIONAL TYPICAL ANCHORS SEE SHEET 3 FOR TYPE P. SIZE 0 a' 0 1/8° ANNEALED GLASS .015 ADHESIVE BY S.I.G. 070° POLYCARBONATE SAF —GLAS .015° ADHESIVE BY S.I.G. 1/8 ANNEALED GLASS =CONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'C' LAMINATED BY 'GUARDIAN' LAMINATED BY 'SECURITY IMPACT' .QK FOR X0 OR OX SIZES VENT AND FIXED GLASS TO BE EQUAL WIDTHS APPROVED CONFIGURATIONS 1/8 HEAT STREN'D GLASS .090 INTERLAYER DUPONT BU ACITE PVB 1/8° HEAT 5TREN D GLASS SILICONE SCHNEE- MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'D' IAMINATED BY 'ARCH ALUMINUM' GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED SEE SHEET 2 FOR CAPACTIES A.I.UMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SUDING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDTION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 1 /8 HEAT STREN'D GLASS 1/8 ANNEALED GLASS .090 INTERLAYER SAFLEX/KEEPSAFE 1/8' HEAT STREN'D GLASS 1/8' ANNEALED GLASS GLASS TYPE 'E' LAMINATED BY 'GUARDIAN' SIUCONE SILICONE SCHNEE — MOREHEAD 5731 SCHNEE— MOREHEAD 5731 DOW CORNING 899 DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 • • • •• • .090 INTERLAYER DUPONT BUTACTTE PVB • • •• ••• • •• •• • ••• •• • • • • • ••• • ••• •• • • •• U z 12 m Q N ° a a iL 0 t Uz 8 aM. ro 0a — _ N 1 z 5 • • A .0 • • 1 • 0 8 o a••• �C� u • •• (sheet 1 of 5 ) ••• • •• • ••• • • • •• ••• • ••• • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'R' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' ANCHORS 'A' ANCHORS 'A' ANCHORS 'A' ANCHORS '8' ANCHORS 'A' ANCHORS '8' ANCHORS 'A' ANCHORS '8' ANCHORS 'A' ANCHORS 'B' WIDTH HEIGHT EXT.( +) INT.(-) EXT.( +) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) IM.( -) EXr.( +) INT.(-) EXT.( +) INT.( -) EXT.( +) INT.(-) EXT.( +) INT.( - ) 24 38 48" 60 72" 24 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 mm 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 N n 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 610 74.8 74.8 74.8 74.8 70.0 70.0 70.0 70.0 79.1 79.1 80.0 80.0 74.8 74.8 74.8 74.8 N m 'P at7 n 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 66.2 66.2 60.0 60.0 68.2 66.2 66.2 66.2 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 86.2 66.2 66.2 66.2 6 54.6 54.6 54.6 54.6 54.6 54.6 54.6 54.6 64.7 64.7 70.0 70.0 64.7 64.7 80.0 80.0 54.6 54.6 54.6 54.6 24 36 48" 60 72 60 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 82.6 80.0 90.0 70.0 70.0 710 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 78.8 76.8 78.8 78.8 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 78.8 78.8 78.8 78.8 6 52.9 52.9 52.9 52.9 52.9 52.9 52.9 52.9 68.4 68.4 70.0 70.0 - - - - - - - - 6 43.0 43.0 43.0 43.0 43.0 43.0 43.0 43.0 54.8 54.8 70.0 70.0 - - - - - - - - 26-1/2 37 53 -1/8° 74 26° 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 -1/2 37 53 -1/8 74" 38 -3/6 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 810 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 68.7 86.7 60.0 60.0 66.7 66.7 66.7 66.7 70.0 70.0 70.0 70.0 73.1 73.1 80.0 80.0 66.7 68.7 66.7 66.7 26-1/2" 37° 53-1/8" 74 5 0 - 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 70.0 70.0 60.0 60.0 73.3 713 713 73.3 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 73.3 73.3 73.3 73.3 6 '50.5 50.5 50.5 50.5 50.5 50.5 50.5 50.5 60.1 80.1 70.0 70.0 601 60.1 80.0 80.0 50.5 50.5 50.5 50.5 26 -1/2 37 53-1/8" 4 70.0 70.0 60.0 60.0 800 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 63" 4 70.0 70.0 60.0 60.0 76.7 76.7 80.0 90.0 70.0 70.0 70.0 70.0 76.7 76.7 80.0 80.0 76.7 76.7 80.0 80.0 6 63.8 63.8 80.0 80.0 63.8 63.8 63.8 63.8 70.0 70.0 70.0 70.0 75.9 75.9 80.0 80.0 63.8 63.8 63.8 63.8 A = NO. OF ANCHORS PER HEAD A. SILL THESE CHARTS ARE FOR FRAME SILL WITH ADD -0N RISER FOR STANDARD SILL LIMIT EXTERIOR( +) LOADS TO 70.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -98 (60 SEC. WIND) Env OR. I4tJUATOUN FAR000 STRUCTURES FlA PE / 16557 C.A.N. 3SW 30Y 0 2006 • • • • • •• • • •• •• • • • •• • • • • • • • • PIODUCTiteVESED • OMJ6•• °� • ••• • • • • • •••• ••• • • • • •••• ••• �1 • • • • •• 0 a 1 •• •• • g •• • ° c W O I Z I ", ZM �•� Z �C' m O Z gg�� PT m A 0 0 i 7 I s 8 • • drawing no. W02 -07 sheet 2 o 5 •• • ••• • ••• • • •• • • • ••• • • HS-8700 ALUM HORIZ. SUDING WINDOW 2 -1/2 TYPICAL ANCHORS SEE ELEV. 1BY WOOD BUCKS 1 11/9$" °. Md.. — 1/8" X 1/4 WEEPHOLES AT 3-1/4 FROM EACH END W/ PLASTIC BAFFLE FRAME SILL STANDARD LIMIT EXTERIOR( +) LOAD TO 70.0 PSF 3/16" RIVET (1) PER CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 38 161 MIN. ALUMINUM : 8083 —T5 MIN. FRAME SILL WITH ADD -ON RISER TYPICAL ANCHORS ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEY. ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY LAWSON IND. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS 1/4 TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" SELF DRIWNG SCREWS INTO METAL STRUCTURES (1/8 MIN. THICKNESS) (3/16" MAX. SHIM SPACE) '11; 5/16 TAPCONS 1/4 HIITI KWIK —CON 11 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 - 1/4" M1N. EMBED INTO CONC. OR MASONRY 114" SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8 MIN. THICKNESS) (3/16° MAX. SHIM SPACE) N12 SMS INTO DADE COUNTY APPROVED MUWOSS • • • (NO SHIM SPACE) • • • ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = AS SHOWN INTO WOOD STRUCTURE = 1 MIN. • • • • • INTO METAL STRUCTURE = 5/8 MIN. • • • • • SEALANTS: • • • • •• •• •• FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLOREC Env: DR. HUMAYOUN FAR000 sTRUCTURES FI.A PE 11 18887 CAN. 3 , AV 2 0200b • • • • •• 2 U- m z E1 O° A L� N g ab a. fg O E n g- U ti g g O a ��� elA S NI g v1 • • • s • �d8 o • : • • 1 • i • ••.2. tR1• • •••• • vli • + =SID _ •• •41 • 1 3 8 •• • Z J 8 • • drawing no. W02 -07 (sheet 3 of 5 ) ••• • •• • • 1•• • • • •A..• • • • •■• • 1• • 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. 1/4 MAX. SHMA EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE D.LO. 1/4• SHIM TrEM PART i QUANTITY DESCRIPTION MATERIAL MANP. /BDPPL168/86NARKS 1 L -7703 1 RI. FRAM HEAD 6063 -T5 - 2 L -8701 1 FRAME S 6083 -T8 - 3 L-8703 1 FRAME JAMB VENT 8083 -75 - 4 L -7701 1 FRAME JAMB FIXED 6083 -75 - 8 L -7704 1/ VENT POLED RAIL 6083-T6 - 8 L -7705 1/ VENT VENT MEETING RAIL 6083 -T6 - 80110 7 L -7707 2/ VENT TOP AND 6 RA - IL 8083 -T8 8 L -7708 1/ VENT JAMB STILE 6063 -15 - 9 L -7708 AS 6000. GLAZING BEAD 8083 -T5 - 10 L-8702 1 SILL TRACK INSERT 8083^75 - 11 L-6705 1 SILL RETAINING CLIP, 3-1/4' LONG 8083 -75 BELOW FOL 610. RAIL 12 L-7539 2/ VENT VENT LATCH 6083 -T8 AT 8' FROM ENDS 13 L -7523 1/ LATCH VENT LATCH SPRING 5T. STEEL - 14 L-8706 1 FS-006 RISER ADAPTER 6063 -75 OPTIONAL 15 69-B A5 8000. FRAME/VENT ASSEMBLY SCREWS - 88 X 3/4' P.H. PHILLIPS 565 18 - 2 FIX. RAIL SILL SCREWS (SILL ENO) - 88 X 2 -I/2° P.H. PHIWPS 565 17 L -7531 AS FEOD. VENT JAMB RAIL W'STRIPPING VINYL 1/4• DIA. BULB PI VS S -003 AS 6000. FIN SEAL WEATHERSTRIPPING - .187' X 210' (7820 - 6001 -9) 19 PN5 -008 AS READ. FIN SEAL WEATHERSTRIPPING - .18r X 350 (7834-8001-7) 20 PWS -009 0.5 R000. 610 SEAL WEATHERSTRIPPING - .187' X 310 (7930 - 6001 -9) 21 L -7718 AS RECD. GLAZING BEAD GASKET VINYL /fYi -010 22 HC -044 -1 1/ WEEP BAFFLE NYLON - 23 - 2/ BAFFLE BAFFLE SCREW .- re X 3/8" PH 565 24 - - - - - 25 HC -040 -1 2/ VENT VENT ROLLER AND HOUSING PLASTIC AT EACH END LBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. . %)v 2 0 200b • c • • m g •••• •• • • •••• • •• , _ c U drawing no. W02 -07 (sheet 401 5 h ••• • •• • F••• • • • • • • • N••• • FRAME SILL SILL RETAINING CUP .750 lo— FRAME JAMB VENT 2713 2.776 VENT TOP /BOTTOM RAIL MEETING RAIL ��— 1.504 -�i FRAME JAMB FIXED .773 .310 11391 7 GLAZING BEAD VENT TOP /BOTTOM CORNERS E13,9ME TOP CORNER *IV 2 0 2005 •••• •••1111 • • • •••• ••• � c •• • • • • •• •• •• • • • • IV t9 O 2 8 co a ° C et drawing no. WO2 -07 1 (sheet 5a 5 • 1 ••• • • • • ••• • • p••• • • • ••• 1••• • • • ■•• • ••• • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 N. W. 90 Street Medley, FL 33166 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 Mianii 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: Series "La Porte" 8'0" Outswing Aluminum French Doors - L.M.L APPROVAL DOCUMENT: Drawing No. FD - 2003 Rev #C, titled "La Porte - Impact ", French Outswing Door", sheets 1 through 5 of 5, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 04/27/2006, signed and sealed by Thomas J Sotos, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. REVIVION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr i tof'sn :id sIIall Ue a a labte for inspection at the job site at the request of the Building Official. This1 TOA r4n®we r4o t 145- 1116.06 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well es appseva1eJocusneat mentioned above. The submitted documentation was reviewed by Jaime D. Gasgon, P.E. • • • • • • • • • • • •. • • • • •• • • • • • • • • • • • • • • • APPROVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. . • • • •• •. ••• • • • ••• • • rip r 6A-el , / £ 9/L4.4.,,, -- Des /5 I N ° 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.gov/buildinacode NOA No. 08- 0409.04 Expiration Date: June 05, 2013 Approval Date: May 22, 2008 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FD -2003 Rev #C, titled "La Porte - Impact", French Outswing Door", sheets 1 through 5 of 5, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 04/27/2006, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1897, issued on 03/12/2004, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA# 05- 1116.06 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1896 A, issued on 03/10/2004, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA# 05- 1116.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 04-1896 B, issued on 03/10/04, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA# 05- 1116.06) 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI - 041377, issued on 03/08/04, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA# 05- 1116.06) •• •• • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• • • ••• • • • ••• • • E -1 1 — Jaime D. Gasgon, Chief, Product Control Division NOA No. 08-0409.04 Expiration Date: June 05, 2013 Approval Date: May 22, 2008 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -02 -1253, HETI -02 -1726, 02 -1728, 02 -1736, 02 -1742, 02 -1763 and 02 -1765, issued on 01/14/2003, signed and sealed by Rafael E. Droz - Seda, P. E. (Submitted under NOA# 05- 1116.06) 6. Test reports on: 1) Tensile Test, per FBC, ASTM E - 8 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 02 -T095, issued on 01/13/03, signed and sealed by Rafael E. Droz- Seda., P. E. (Submitted under NOA# 05- 1116.06) 7. Test reports on: 1) Tensile Test, per FBC, ASTM E - 8 Along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 02 -T090, issued on 01/13/03, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA# 05-1116.06) C. CALCULATIONS 1. Anchor verification calculations dated 10/17/2005 and revised on 02/03/2006 complying w/ FBC -2004, prepared, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex lIIG :•• • • C Fajo;ea Interlayer" dated 05/04/06, expiring on 05/21/11. • •• • • • • ••• • • • • •• • • • • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • 0 •• • • E -2 Jaime D. Gasgon, Chief, Product Control Division NOA No. 08- 0409.04 Expiration Date: June 05, 2013 Approval Date: May 22, 2008 Lawson Industries, Inc. F. STATEMENTS 1. Statement letter of anchor compliance to FBC -2004, dated 11/24/2005, prepared, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of product conformance to FBC and "No financial interest" to testing Laboratory, dated 02/10/2003 issued by Lawson Industries, signed and sealed by Thomas J. Sotos, P. E. 3. Laboratory compliance letters are part of above referenced Test Report no 's HETI- 04 -1897, 04 -1896 A, 04 -1896 B, 04 -1377, 02 -1253, 02 -1726, 02 -1728, 02 -1736, 02- 1742, 02 -1763, 02 -1765, 02 -T095 and 02 -T090, issued by Hurricane Test Laboratory, Inc., dated between 01/13/2003 and 03/12/2004, signed and sealed by Rafael E. Droz - Seda, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1116.06, issued to Lawson Industries, Inc. for their Series "La Porte" Aluminum Outswing French Doors — Impact", approved on 05/19/2006 and expiring on 06/05/2008. . ... . .. • .. . • • . • • • • • • . .. .. • • • • • . .. • .. • • .. • . • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • ... • • • • ... • • • • • • • • • ... • • • • • • • • • .. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • .. • E -3 Jaime D. Gasgon, P Chief, Product Control Division NOA No. 08-0409.04 Expiration Date: June 05, 2013 Approval Date: May 22, 2008 MIL OF MAMMAS f 0 DEMO # PART # REGD. DESCRIPTION REMARKS CUSS TYPE .a. +(PM) L-921 101-098 1 FRAME HEAD 6063 -16 ALUMINUM 77' 1 5) L -902 1.10 -097 I FRAME SILL 6063 -16 ALUMINUM 5 L-903 LII -090 2 FRAME JAMB 6063 -76 ALUMINUM +86,0 L-904 LI -096 a SRIELITE JAMB ADAPTER 6063 -T5 ALUMINUM 29 3/16' L -906 L.B-092 2 x panel PANEL TOP & minute RAIL 6063 46 ALUMINUM 176.0 L -907 LI-091 1 x panel HINGE STILE 6063 -16 ALUMINUM ±76.0 L -905 l.0 -094 1 x panel LOCK STILE 6063 -16 ALUMINUM 8 L -909 LI-095 2 • panel TOP & BOTTOM RAIL ADAPTER 6063 -15 ALUMINUM 9 L-911 L1I -085 AS REO'D. 114 ROUND ALUM. BEAD - 7/W 6063 -15 ALUMINUM 10 L-912 L11 -087 AS Mil 1/4 ROUND ALUM. BEAD - 3/8' 6063 -TS ALUMINUM 11 FD-624 -2 L-908 2 • parcel HBVIE LEAF ASSEMBLY 6063-75 ALUMINUM 12 WS-001 • AS REO'D. BULB VINYL. WTST. Teen Mastro Co. 03286 13 PVS -001 • AS REGD. VTS'P. 6 TOP /MITT. RAILS Schlegel F'S - 187'•. x 2l0'H. 14 PVS-002 • AS nos VTSP. 6 FRAME HEAD & JAMB Schlegel P8 - 187'w, x .33011. 15 L -910 LII -089 2 x panel STRMER MOUNTING PLATE 6063 -T5 ALUMINUM 16 FD -619 13 -619 -1 2 x panel STRIKER PLATE 6063 -15 ALUMINUM 17 10 -631 101 -086 AS REGD. GLAZING ADAPTER 6063 -T6 ALUMINUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT OR TOP 1 BOTTOM OF LOOK STILE) 19 111-621 -2 H0- 024 /025 1 SET DOOR LOO( / DEAD 20.T SET KVMSET - Series 6901 001100 20 111- 621 -2 HC- 024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAT£ - Series FB350 CONDO 21 15- 621 -2 HC- 024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMIC 22 • FS-035 AS REg'D. Frame Install. Screw - Head 5/16'- TAPCIIN K See Notes) 23 • 15-035 AS RE:PD. Frame Install Screw- Jamb/Sal 8 /16'- TAPCON (See Notes) 24 ■ FS-026 8 FRAME ASSEMBLY SCREV 012 X 3/4' PH. -PHL 2s • FS -012 AS MGT. JAMB ADAPTER SCREV 010 X 3/4' PJL -PHL 26 FD- 931 0E -631 2 0 mull MULLIUN CLIP - 1 1/2' x 1 1/2' 6063 -15 ALUMINUM 27 • FS-035 1 X CLIP 'U' CLIP SCREV 1/4' X 2 1/2' TAPCON 28 • FS -049 2/Ponel Double Rai Assembly Screw 3/5'x2 1/4' Hex Screw & Nut 29 • • AS RELY. NEUTRAL CURE SILICONE Schnee- Morehead 514-5731 30 • • AS REM NEUTRAL CURE SILICONE Dow Corning 599 31 • • AS MOIL NEUTRAL CURE SILICONE Transco 5 -500 32 • • AS RESIT. Laminated Glass see Pg. 1 Dupont - Sentry Glass Plus 33 • • AS REO'50 Lonlneted Glass see Pg. 1 Dupont - PVB 34 ■ • AS RECD Lom6wted Glass see Pg. 1 Saflex - PVB 35 • FS -043 8 GLAZING ADAPT. ATTACH. SCREV 08 X 1 1/4' FH. -PHL 36 • HC -004 2/Panel Panel Ass'y Fug Lenght Rod 3/8'O1o. -200 Rod, Plate, Flange Nut 37 • FS -011 8 HINGE ATTACHMENT SCREV 010 X 3/4' P.H. / PHI. 38 • FS -044 12 SIDELITE ATTACHMENT SCREV 010 X 1' PH/PHIL - U7' 118 Max.) 39 •• HC -006 6/Jamb 1/2' DIA. HOLE - NYLON PLUG MICROPLASTICS 062PP0503614 40 0 130 -007 2/Panel 7/8' DIA. HOLE - NYLON PLUG MICRUPLASTICS 062PP0870011 41 ■ HC -010 1/BOLT FLUSH BOLT 'NYLON SILL PLUG' SUNCOPLASTICS 42 L-913 111-086 AS REO'D. 1/2 ROUND FALSE ALUM. MUNTIN 6063 -75 ALUNIFIM 43 ■ 0 AS RED'D INT FALSE APPLIED MUNTIN L25' X 322' STOCK ALUMINUM 44 L -915 FD-623 AS REO'O. FRAME 1EAD SHEAR PLATE 6063 -T5 ALUMINUM - 4' long 45 L -916 1.11-117 AS RE0'D. FRAME LOW SILL - OPTIONAL 6063 -73 ALUMINA( 46 • 0c -050 1 TWU -POINT FLUSHBOLT LOCK OPTIMAL C FOR +/- 763 psf DP) 47 • FD- 627 -1 2/Ponel FLUSH MILT EPODE ANGLE 3'x 3'• 1 1/2'• 1/8' ALUM ANGLE 48 • • AS REM). Joint Sealant- White Colored 'Purvis Co.' Super Seal ° LaPorte • IMPACT FRENCH 081S0ING DOOR - DESIGN LOAD CHART PALL NIDTB/80120T AMNIA B � HEWS) EMBER OF ANCHORS / DP PANEL TOTE ACTUAL SfLB memo DP ( PSF ) GLASS TYPE A" +(PSF) CUSS TYPE .a. +(PM) GL TYPE "C° +(P8F) nom" 88tam • wij • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' 1 5) 5 ±864 11 3/16' ±76.0 ±76.0 5 +660 17 3/16' + +76.0 5 +86,0 23 3/16' + + 5 +860 29 3/16' ±76.0 ±76.0 5 186.0 31 3/16' 176.0 *76.0 5 ±86.0 35 3/16' ±76.0 ±76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' 0(6) 6 +86.0 U 3/16' ±76.0 ±76.0 6 +86,0 17 3/16' +76.0 ±76.0 6 +86,0 23 3/16' +76.0 +76.0 6 +863 29 3/16' ±76.0 ±76.0 6 +863 31 3/16' ±76.0 +76.0 6 ±86.0 35 3/16' +76.0 ±76.0 1 OF 5 FOR ■IG AND TI . 145 1/2' Max Unit Vldth Mullion Clip Po devm < 2 per g'tull) S P anel ( 33 13/16' coax, ) t t : n n �.' Width ( 35 3/16' rtax. t : i t t t t LL _11 f8 / -' - .-,- �- 8 ALTERNATE AT SHEET/ BOLT IB \ Inactive W r 111- o •\-'■‘,.. .' • _.t to . ■Nov• ftl g CI) ,./... Sidelite Active 000 ,I r ^l \ / - - - - �1 Lt m ead 4 7/ 5�// 0PfiONa d 6 •/ / SHEET T � L - v 4 �C 0 C \ �T I:i✓ t� q ) ' //0 � i ' � Sidelite � >d>•■ I 7 4 0 -L 5' (Ill l 01-4 5 3/44___I- 9/1411 F� Kt' 0.G 4 V4.5 3/4' mains at head & MU at sidelite) 12 tL tm � 6� 4 1/4' V8' S /4 ae t �� �_ 3/ ' NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT smarms 3). MAX. FRAME STZE 146 1 /2 "w. X 95 3/4"h. 0500 4). EXT & INT FALSE COLONIAL MONTIN APPLIED W /SHdCONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8). MAX. DAYL1TE OPENING WIDTH = 20" 7). MAX. DAYLITE OPENING HELGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1004 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED PRODUCTRENEWED Buldin'ggCode the Florida Acceptance No . ; • , r., 04 �►' ;Ih4o ? BY Division .611.001/14.1E1 1. 'EE x SHEET S ANCHOR P 5 FOR TYPES. FASVERS • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER 8UMLOM0 WOE • 0 PARENTHESIS INDICA0E5 B QQ ANCHORS AT FRAME .1462. DATE NOTE: Same anchor THOMAS J T08 PROFRBSIO GINEER FL C. 6 Revision Notes: Revised per request of MD ECM S/17/05 Revised w/ optional flat sill and 2 point look 5/03/04 Revised to comply w/ FD=04 - 11 /01 /00 As Nelson Erase Drama Ire Larry Magee Dab 11/01/05 Dab Owns, 12/12/02 Seaga activ panel) In lye ptineU " 030(0 " EXTERIOR ELEVATION NOTES' bt.3. RU s (ENID T.7S TRIM S, • Ir c . ) MANNFACTURRR OF QUALITY £113001M WINDOWS AND 00(38 200RS • Dram cone • Fart cram Peed Cab s Saia/Raka IQmt' • 2Ma - NOA APPROVAL! IMPACT FRENCH DOOR • 1 OF e • •• "La Porte" Impact" French Out - Swing Door FD -2003 M OP` •C° e • 5 1). THIS PRODUCT IS DESIGNED AS PER 2004 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2004 CODE. 3). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILBING•OFFlCIAL. 4). ANCHORS SHALL BE AS USTED, AND SPACED AS NeT p A�BQ1 AND 01t, • • • • 0 DRAWING DETAILS. ANCHOR EMREDMENI• TO BASE MAMMA SHALL SE BEYOND WALL DRESSING OR StUCCd. • 5). SEE NOTES ® SHEET 4 OF 5 ESOINT.41 411ON FA 1(RS 6). ANCHORING OR LOADING CONDp1 ip.ti T SHOWN I. THEEE•DETAILS ARE NOT PART OF THIS APPROVAL • LIMITATIONS; • • 1). MAX. OP = t86 PSF W/ (4) S y its • & Glaee 8, & C.• (SEE LOCATION DETAILS 0 SHF� Of • • • 2). MAX. DP ±76 PSF W/ 2 -PoI•t t �(a ctle)+ (2. Surface Bolts ot•UaIUOe• 3). MAX. DP = t76 PSF W/ Flat SDI & must be used where water infltration•i • • • not required or opening is pnitdttll# Dy overhang roetl �rltter than AT • • • • •• •• •• • • • • • 8501 MY R 1 ?6V l (0 ) i91 - 8660 • • & GLAZING TYPE & DESCRIPTIONS .488" O/A Laminated Glass by Dupont - Glass Type "A" $EM DE9CRW 0M D87YI. Q 1 3/16' Annealed '4 11111 2 .090' Dupont SGP Interlayer w .. oAe6• 3 3/16' Annealed .540" O/A Laminated Glass by Duo a Glass Type "B" 15801 DiSCRIFI10N • • DETAIL • , .• L • —_• • • 028 - 33 • • • 1 1/89 Ann5taed • 2 D90' Dupont. P In } layer • 3 1/13' Annealed • • .340" O/A Laminated Glass by Solntia • � • Glass Type C ISM D • II • DSf6IL • • 1 1/13' Heat -yened Glass — • • 02.09 2 TA' Sa4tea•PVB Isterlafer • • 3 1/B' Heat- StrIrT)tlierled Glass T 73 3/16' Swing ( 3/16' a 110 7/B Max Unit Width Swing ( 35F 3/16" FID 3 AT 95 3/4' Max Unit Height ( 95 1/4' pax. height for Door u/ Los 1/2' H Sal ) _ II III II Y t V 11111 11 ll II 34aIaM D,U . "t4 e/c ee _ ��� II L • u alt j � 11 r II I' °I. 11 - 1 i% — Agiv O "OXO" ELEVATION 0 A LT ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 5 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET . FOR INTALLA11ON SEE ALTEHIJATE ( : • • : • a OPNONS AT SHEET 3 at D " OXXO " " ELEVATION PRODUCT RENEWED as complying withtho Florida Building Coda AcLeplraca No , � affil By r...._ Division 104 LT 0 SgEET 3 DNS AAT NA T "XX" ELEVATION APPROVED CONFIGURATIONS THOMAS J. SOTOS PROFESSIONAL ENGINEER FL IX. # 65226 74 1/P.' Max Unit Vldth SIdeUte Panel Width t ( 33 13/16' mRa ) NOTFS; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SIUCONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ()Glazing Adapter Silicone "OX" ELEVATION GLAZING DETAIL. S Nelson Erase m. '' a " 2 a Larry Magee BR1as A'u INTERIOR SIDE Glazing Depth Laminated Glass by Dupont or Solutia Types A. '8' or "C" (SEE TABLE V/ =RESPOND LAZING TYPE & DESCRI9 o 9 1/4 Round 9 Q Bead EXTERIOR SIDE Revision Notes: Devised per request of MD BCCO 3 1 /1i Revised w/ optional Eat siill point Revised to comply w/ / F8d2004 - 11/01/05 Das rb.L.& 11/01/05 Dab D anew 12/ Saabr n.ts. E EET N OA APPROVAL FRENCH DOOR • • e AT SME 38 3/s Max Unit Width 3 of "X" ELEVATION . \ X0I 5 AT SH p�TEr ELT 3 "0" ELEVATION • • •• • • • • • • • • •• • •8501 I1LW 90th St. 1 •NEl91.f11 iLORIDA 33166 (INDiTS -rre t. • INQ. •(305) 696 -8660 • MANDPACTCT18D OF QAIALjaa M/NDO8 iiLASS DOORS. Dram Saw s.I4./r.d a 1� • • [SAM* • • 2 OF 0 Poi Cast IProd IMPACT • • • "La Porte" Impact" French Out —Swing Door 0 y .I.. Numbs: r am*, limbo: FD - 2003 Iaaa.a. Loa .e. 73 3/16' Swing ( 3/16' a 110 7/B Max Unit Width Swing ( 35F 3/16" FID 3 AT 95 3/4' Max Unit Height ( 95 1/4' pax. height for Door u/ Los 1/2' H Sal ) III — II T o ll I MIKE 11111 11 ll II Max, © . II 11 A I` /./ 5 If II tivg _ • u alt j � 11 r II I' °I. 11 - 1 i% — Agiv O /i% I� II ®I � [< 11 Inactive II s \X .61 nO\ lr _ I B. , —II n_ i II -i/ _ � � . . \ 1 0 1 11 Ac • i . •I — "OXO" ELEVATION 0 A LT ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 5 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET . FOR INTALLA11ON SEE ALTEHIJATE ( : • • : • a OPNONS AT SHEET 3 at D " OXXO " " ELEVATION PRODUCT RENEWED as complying withtho Florida Building Coda AcLeplraca No , � affil By r...._ Division 104 LT 0 SgEET 3 DNS AAT NA T "XX" ELEVATION APPROVED CONFIGURATIONS THOMAS J. SOTOS PROFESSIONAL ENGINEER FL IX. # 65226 74 1/P.' Max Unit Vldth SIdeUte Panel Width t ( 33 13/16' mRa ) NOTFS; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SIUCONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ()Glazing Adapter Silicone "OX" ELEVATION GLAZING DETAIL. S Nelson Erase m. '' a " 2 a Larry Magee BR1as A'u INTERIOR SIDE Glazing Depth Laminated Glass by Dupont or Solutia Types A. '8' or "C" (SEE TABLE V/ =RESPOND LAZING TYPE & DESCRI9 o 9 1/4 Round 9 Q Bead EXTERIOR SIDE Revision Notes: Devised per request of MD BCCO 3 1 /1i Revised w/ optional Eat siill point Revised to comply w/ / F8d2004 - 11/01/05 Das rb.L.& 11/01/05 Dab D anew 12/ Saabr n.ts. E EET N OA APPROVAL FRENCH DOOR • • e AT SME 38 3/s Max Unit Width 3 of "X" ELEVATION . \ X0I 5 AT SH p�TEr ELT 3 "0" ELEVATION • • •• • • • • • • • • •• • •8501 I1LW 90th St. 1 •NEl91.f11 iLORIDA 33166 (INDiTS -rre t. • INQ. •(305) 696 -8660 • MANDPACTCT18D OF QAIALjaa M/NDO8 iiLASS DOORS. Dram Saw s.I4./r.d a 1� • • [SAM* • • 2 OF 0 Poi Cast IProd IMPACT • • • "La Porte" Impact" French Out —Swing Door 0 y .I.. Numbs: r am*, limbo: FD - 2003 Iaaa.a. Loa .e. 73 3/16' Swing ( 3/16' a Moe Unit Width 3o B 0 95 3/4' Max Unit Height ( 95 1/4' pax. height for Door u/ Los 1/2' H Sal ) 77 4/4" Max Unit Heigh C 95 1/4' Max. height for Door v/ Low 1/2' hl Sal > T o ll II 11 \ j% 1 0 Inactive u 0 A I` /./ 5 If II tivg _ • u alt j � 11 r II a lI .1 II � ®I � [< 11 Inactive II s \X .61 nO\ lr "OXO" ELEVATION 0 A LT ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 5 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET . FOR INTALLA11ON SEE ALTEHIJATE ( : • • : • a OPNONS AT SHEET 3 at D " OXXO " " ELEVATION PRODUCT RENEWED as complying withtho Florida Building Coda AcLeplraca No , � affil By r...._ Division 104 LT 0 SgEET 3 DNS AAT NA T "XX" ELEVATION APPROVED CONFIGURATIONS THOMAS J. SOTOS PROFESSIONAL ENGINEER FL IX. # 65226 74 1/P.' Max Unit Vldth SIdeUte Panel Width t ( 33 13/16' mRa ) NOTFS; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SIUCONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ()Glazing Adapter Silicone "OX" ELEVATION GLAZING DETAIL. S Nelson Erase m. '' a " 2 a Larry Magee BR1as A'u INTERIOR SIDE Glazing Depth Laminated Glass by Dupont or Solutia Types A. '8' or "C" (SEE TABLE V/ =RESPOND LAZING TYPE & DESCRI9 o 9 1/4 Round 9 Q Bead EXTERIOR SIDE Revision Notes: Devised per request of MD BCCO 3 1 /1i Revised w/ optional Eat siill point Revised to comply w/ / F8d2004 - 11/01/05 Das rb.L.& 11/01/05 Dab D anew 12/ Saabr n.ts. E EET N OA APPROVAL FRENCH DOOR • • e AT SME 38 3/s Max Unit Width 3 of "X" ELEVATION . \ X0I 5 AT SH p�TEr ELT 3 "0" ELEVATION • • •• • • • • • • • • •• • •8501 I1LW 90th St. 1 •NEl91.f11 iLORIDA 33166 (INDiTS -rre t. • INQ. •(305) 696 -8660 • MANDPACTCT18D OF QAIALjaa M/NDO8 iiLASS DOORS. Dram Saw s.I4./r.d a 1� • • [SAM* • • 2 OF 0 Poi Cast IProd IMPACT • • • "La Porte" Impact" French Out —Swing Door 0 y .I.. Numbs: r am*, limbo: FD - 2003 Iaaa.a. Loa .e. SldeUte r P anel Width ,--,-, 13/16' I4ax.) 145 I/O" Max SEE ALTERNATE BOLT ONS AT SHEET of 8 I O Witt Width PanellWidth (35 3/16' rmT 77 4/4" Max Unit Heigh C 95 1/4' Max. height for Door v/ Low 1/2' hl Sal > 1 1 I MI — u � u II II II II II � ®I � [< 11 Inactive II s \X .61 nO\ lr , —II n_ i II -i/ _ � � . . \ 1 0 1 11 Ac II II III � II II -- T _II - I - - III I I I r. , I I "OXO" ELEVATION 0 A LT ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 5 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET . FOR INTALLA11ON SEE ALTEHIJATE ( : • • : • a OPNONS AT SHEET 3 at D " OXXO " " ELEVATION PRODUCT RENEWED as complying withtho Florida Building Coda AcLeplraca No , � affil By r...._ Division 104 LT 0 SgEET 3 DNS AAT NA T "XX" ELEVATION APPROVED CONFIGURATIONS THOMAS J. SOTOS PROFESSIONAL ENGINEER FL IX. # 65226 74 1/P.' Max Unit Vldth SIdeUte Panel Width t ( 33 13/16' mRa ) NOTFS; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED W/ SIUCONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ()Glazing Adapter Silicone "OX" ELEVATION GLAZING DETAIL. S Nelson Erase m. '' a " 2 a Larry Magee BR1as A'u INTERIOR SIDE Glazing Depth Laminated Glass by Dupont or Solutia Types A. '8' or "C" (SEE TABLE V/ =RESPOND LAZING TYPE & DESCRI9 o 9 1/4 Round 9 Q Bead EXTERIOR SIDE Revision Notes: Devised per request of MD BCCO 3 1 /1i Revised w/ optional Eat siill point Revised to comply w/ / F8d2004 - 11/01/05 Das rb.L.& 11/01/05 Dab D anew 12/ Saabr n.ts. E EET N OA APPROVAL FRENCH DOOR • • e AT SME 38 3/s Max Unit Width 3 of "X" ELEVATION . \ X0I 5 AT SH p�TEr ELT 3 "0" ELEVATION • • •• • • • • • • • • •• • •8501 I1LW 90th St. 1 •NEl91.f11 iLORIDA 33166 (INDiTS -rre t. • INQ. •(305) 696 -8660 • MANDPACTCT18D OF QAIALjaa M/NDO8 iiLASS DOORS. Dram Saw s.I4./r.d a 1� • • [SAM* • • 2 OF 0 Poi Cast IProd IMPACT • • • "La Porte" Impact" French Out —Swing Door 0 y .I.. Numbs: r am*, limbo: FD - 2003 Iaaa.a. Loa .e. 1 1/2' MIN EDGE TYP 1 k MIN EMBED TYP 1 MIN EMBED TYP 6' TAP= V/ (SEE NOTES 1 1/2' MIN EIM FOR SPACING) 2 x (P.T.) WOOD BUCK 1/4 MAX. SHIM TYP. • „ 5/16' ;AP= V/ 1 1/2' MIN EMBED (SEE INSTALLATION NOTES FOR SPACING) JAMB DLO Width Panel Width SR&Ute Attachment Screw ( 6 Screws 0 each side of Jambs. -12 total per slcieUto ) 17 Max OC. INTERIOR SIDE 1 g- MIN EMBED TYP 5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE NOTES MR SPACING T\\to MAX. SHIM TYP. Height • • • I 1 x (PT.) WOOD BUCK MUWON Active L LOCK STILES WITH FLUSH BOLT PRODurri RENEWED es cur:rlyira with the Plondu Belidisg Cork Accv=.3No By Miami Product Cannot DiViSi013 DATE INTERIOR SIDE LOCK STILE "OXXO" UNIT WIDTH EXTERIOR SIDE OPTIONAL BOLT BOTTOM RAII, OPTIONAL BOLT ® TOP RAIL c SEE DETAIL E3 FOR MOUNTING LOCATWIN ) FLUSH BOLT & TWO LOCI( LOCUTIONS. 1). MAX. DP = ±88 PSF W/ (4) Surface 8o5 s & Glass Types A, 8, & C. 2). MAX. DP = *76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive MUWON Inactive L LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT Revirdon Notes: Revised par request of 20 BCCO 3/17/03 Revised w/ optional flat 5111 and 2 point look 5/03/04 Revised to comply w/ 171=04 -11/01/05 LA ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 5 FOR ANCHOR 0.C. MAX. SPACING AN0 LOCATIONS. 2. SSHIBIET 4 OF 5 FOR INTALLATION FLIERS TYPES. 5/16' TAPCON W/ 1 1/2' MIN EMBED. <SEE NOTES BELOW FOR SPACING) 55128102 8812 JAMB ( OPTIONAL SILL s (Irznr...T , • 'NT ) 1/4' MAX SHIM 1 h' -- MIN EMBED (TV?.) • • • INTERIOR MDB • r‘ ..1f,, k M114 ENDED 5/16' TAPCON V/ • • IFYP • • fr • • 1 1/2' MIN EMBED. ( SEE NOTES DELINEViiit finCING) • • • 1• 11 FLAT SILL NOTE. • • • rams 5 SIDELITES uari-t THIS SILL TO BE 95 1/4.tlfe FRAME HER:11! •• 1 I I •• THIS TYPE OF SILL IS LOOTED a Tfl ee +a- 76.0 psi. DESIGN MAD AND MUST BE USED WHERE WATERS BKRILERATICIN IS NON RESIIIRED EIR TF1 • • • • EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR Mr • • OVERHANG GREATER THAN I I MEW 49 ILI THE HEIGIWIGF THE WALL •• • • • • WHERE THE DOOR IS LOCATED. • • • • • .. • • w . . ,p5o1 PI 90th St • ftWio liLORIDA 331 66 e(305) 696-8660 • s • a Dram Ram 'Peat Clam rad Dejory NOA APPROVAL WAGE FRENCH DOOR ST... ..vgigN MANUFACTURER OF gdkx1; rammrinipssoneas, • 1 E6.4' 3 015 Nelson Erase 'IVO% "La Porte" Impact" French Out—Swing Door Date Dream 12/12/02 Draw* SW L amy Magee n.t.s. FD-2003 i Daddan Lava: 0 • • • • • • • S/16' TAPCUN V/ 1 1/2' M1N EMBED. SEE BELOW FUR SPACING 1 ¢' MIN EMBED I EXTERIOR SIDE 1 k MIN EMBED 5/16' TAPCON V/ - I TYP (S NOTES FUR SPACING) r " XX" UNIT WIDTH EXTERIOR SIDE 5/16' TAPCON V/ 1 1 /2' MIN EMBED. JSEE NOTES FOR SPACING) I/4' MAX. SHIM TYP. WIMDBUCK GLASS INTERIOR SIDE INTERIOR SIDE i Height LOCK STILE B2 EXTERIOR SIDE 5/16' W/ TA <S NOTES BELOW FOR SPACING) PRODUCTRENEWBD B 1ST the Florida Acceptance No ° Orf , Divisbm OPTIONAL — DOUBLE BOTTOM RAIL DETAIL JAMB INTERIOR SIDE 2' sill height } Active 'M1N EMBED TYP TROItaA S '"M3 PRO ESSIO1 L ENGINEER 65726 DATE —1 &' MIN EMBED (TYP) Revision Notes: Revised per re4neat of MD BCCO S /1T /0S Revised w/ optional flat sill and 2 point Revised to compl w/ / FBl2004 — 11/01/06 Spa Nelson Erase Damon ape Larry Magee INTERIOR SIDE "X" UNIT WIDTH EXTERIOR SIDE °x 111 01/06 Dab 12/12/02 wain n.te. LOCK STILE 5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE BELDV FOR SPACING RA Same= INTERIOR SIDE LOCK STILE EXTERIOR SIDE INSTALLATION FASTENERS NOTE; C ° . - L. :!a) y __ tll. HEAD: 5 16" X 3 1 2 Long TAPCON(*) SILL: 5 /16" x 2 1 /4 Long TAPCON(*) JAMB: 5/16° X 2 3/4" Long TAPCON(*) MUWONS: 5/16° X 2 1/4 Long TAPCON(*) (•1 TAPCON BY ° ELCO ° OR ° BUILDEI ° ° 25 BUCK MINIMUM REQUIRED FASTENER IFN(:TH HEAD: 5/18 X 3 Long TAPCON(•) SILL S 16 x 2 1/4 Long TAPCON(•) JAMB: 5/18° X 2 1/4' Long TAPCON(*) MUUJONS: 5/18 X 2 1/4 Long TAPCON(•) ('1 TAPCON BY ° ELCO' OR "BUILDEX •••• NOTES: Alb FASTENERS W/ 1401 /2° MR* EMREA 1 4 1/2 ° MR. EDGE DIST !NI1 1/4 �• • • • •• • • • • • • ••• s sitiOxcl • ALL Tt °L° &Ewed ARE MAW ON AT SHEET 4 of 6 FOR • O :T� SPACING AND LOCATIONS ) • • • •••• • • •••• • • •• •• (IN'DtJSTRXES. •T d•.) •••• • • •• • • • • •• • I °satott'° Sameoe FD - 2003 • • • S501 Nye' 90th St. otC* '.R.ORIDA 33166 13 696 -8660 • M4NUPPCPUR6R OP Gazir raNDOWWS DOORS • }} ad Categoop EtrAuft/odAtt pm Draw Claw ust N0A APPROVAL C(un 1 IMPACT I FRENCH DOOR r • • • • • I 4 OF 5 "La Porte" Impact" French Out —Swing Door • • l aaNdow lava • • • • • • • • 47 FLUSH BOLT ANGLE GUIDE #FD -827 -1 sna• D.a STADa6S STEEL BELT FLUSH BOLT trTA @HC -001 1r .D7D �D .835 £ .808 O QUARTER ROUND (1 /4 BEAD 9L-911 .726 0 QUARTER ROUND 10 (3/81 BEAD #L -912 1.250 �t— U M YI . 045 OPTIONAL TWO —POINT LOCK HALF ROUND ( +/— 78.0 pet DP) ¢$ FALSE MUNTIN 48 FLUSH BOLT #, -913 #EEC -050 0.656 4500 4.500 1750 O FRAME HEAD AIL -801 — t. - - .096 4750 I ---3.5- 1 If .074 A27, n n l n I O PANEL HINGE STILE #I. -907 4750 4.187 O PANEL LOCK STILE #L-005 H1.750 .125 I I— .136 J O FRAME JAMB #L -903 — .065 4.948 I J_ 4.0660.078 i 0,058 I-- O FRAME HEAD SHEAR PLATE #L -915 4.503 45 FRAME LOW SILL #L -918 (• NOTE: REFER TO DETAIL 'B3' AT SHEET 0 3 OF 4 FOR ADDITIONAL NOTES AND LD4ITATIDNS. .119 I— 2.031 —I (RI HINGE LEAF #L-908 .875 .076 —{I- 17 L-1.259--1 GLAZING ADAPTER #L -910 b 1625 L oa98 ( RAIL ADAPTER #L -909 4.000 H. T it .072 .072 .082 .094 B PANEL TOP & BOTTOM RAIL #L -008 EOM 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS PRODUCT RENEWED Owl dl�k7otirb Acceptance* Vo 'eq By Di Revision Notes: ASSEMBLY SCREWS Revised TT pm' rimiest optional �t sill Revised to comply and 3/17/03 Revised look w/ F / 8& 0 4 — 11/01/05 a R IP Nelson Erase DLaw Dw Lary Magee SILL SEALANT DETAIL 04 ACCESS HOLE /3 SELL CBACK SOD SEW STILE BOTTOM X 11 /0l 05 Dots Drams: 12/12/02 Scala 1 /2 VEADERSNDP FACE UP PANEL ASSEMBLY DETAIL PREP { STILE DEPTH LL0 — • • • • LEFT NAND Nam DOOR STILE • • • • * ACCESS ROLE CDVER �D PANEL ASSEMAL $P.!4I L • • • • • • •• •• •• • L WS � RE ROVE Aka %A (IIVDVSTRIE75, • I1-.Tc .) Part Nm.A.n U4 - °"- an \ _ ®, SIDELITE ATTACHMENT DETAIL ACCESS • •••• • • •••• ••• • • • • •• • •• ••• HEX KUT ANO VAw • • • • 411 MANUFACTURER OF glum IVO4108 minors AND cuss DOORS Dr= Maw NIA APPROVAL IPma moo loom I F CH DOOR T •••• • I 8 OF'' 5 IMPACT "La Porte" Impact" French Out —Swing Door ••• l itresaing %raker FD -2003 'Revision teak .c' • •• • • • • • • 6- 90th 90th St. • 698 86660 3•�6� • • MIAMI-LaADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 N.W. 90 Street Medley, FL 33166 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: Series "SGD 9200" Aluminum Sliding Glass Door — L.M.L APPROVAL DOCUMENT: Drawing No. W02 - 100, titled Series "SGD -9200 Alum. Sliding Glass Door (LMI) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 10/21/02, with last revision on 07/12/06, prepared by Al- Farooq Corporation, dated 01/25/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its .d gtrfiittots Ind &a1lable for inspection at the job site at the request of the Building Official. 'this N ®A 4anaw•w N0%7406-0406.07 and consists of this page 1 and evidence pages E -1 and E -2, as well as •apprev 1 document arerrtivned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • • • • • • •. ••• • • • • • • • • • • • • • •• •• • • •.•• • • • • • • ••• • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • .• • ••• • A pr cl / P 4,,\-4-.4> a, 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. *ov /buildingcode NOA No. 08- 0204.02 Expiration Date: February 13, 2013 Approval Date: March 14, 2008 Page 1 J Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W02 -100, titled Series "SGD -9200 Alum. Sliding Glass Door (LMI) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 10/21/02, with last revision on 07/12/06, prepared by Al- Farooq Corporation, dated 01/25/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3525, dated 08/23/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 06-0406.07) 2. 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 Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3572, dated 09/09/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 06- 0406.07) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by prepared by Al Farooq Corporation, dated 07/10/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & CO., Inc. • "• :: fdi "Th Peht Butacite PVB. Interlayer." dated January 05, 2006, expiring on • • � •• •'• Decepnter(Ji,2010. •• ••• •• • • • •• • • • • • • • • • • • • • • • • • Jaime D. Gascoii P.E. • • • • • • • • • • • • • • Chief, Product Control Divisi6n • •.• •• '.' '.' '.' '.' NOA No. 08-0204.02 • Expiration Date: February 13, 2013 Approval Date: March 14, 2008 E -1 DESIGN LOAD CAPACITY - PSI' GLASS TYPES 'A' OR 'B' PANEL TH INAL FT.M. DOOR 'UK STANDARD SILL 2 -1/4 RISER 3 RISER EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXL ( +) ENT. ( 2/6 3/0 3/6 4/0 4/6 4/11 8/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 80.0 60.0 60.0 40.7 80.0 56.7 60.0 60.0 80.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 80.0 40.7 60.0 58.7 60.0 60.0 80.0 2/6 3/0 3/8 4/0 6/0 40.7 60.0 56.7 60.0 80.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 58.7 80.0 80.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 BULB VINYL 3/16' HEAT STREN'D GLASS .090 INTERLAYER SENTRY GLASS PLUS 3/18 HEAT STREN'D GLASS SIUCONE ° s N SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' BULB VINYL 3/16' HEAT STREN'D MUSS 090 PVD INTERIAYER DUPONT BUTACTE 3/16' HEAT STREN'D GLASS SIUCONE SCHNEE- MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' SGD - 9200 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDDION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (11V142). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LASTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT 191111 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). • OXXO OX OR XO OXO APPROVED CONFIGURATIONS TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE 00XX00). O 50" MAX. PANEL WIDTH F° 7/18' OVERALL LAM. GLASS 44 3/4 MAX. D.L OPG. 50' MAX. PANEL WIDTH 198 1/4 MAX. DOOR N10TH 18 3/4' MAX. TYP. AT HEAD /SILL TYPICAL ELEVATION TESTED UNIT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -98 (60 SEC. WIND) DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHU1ILI-a. DR. HUMAYOUN FAR006 STRUCTURES FLA. PE E 18557 C.A.N. 3638 8" MAX. 178. HEAD /SILL CORNERS • LAMINATED• LARGE M1S§ • IMPACT' PRODUCW4WAD tIdLt We Fkoid0 I • &punting Moo JAN 2 6 2008 ,0 By Mann ' Pro4ct intro Division • • • 8 04.02 Z � 81 oon a 8 1 3 • • • • • • ••••• • • • • • • • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING .062' THK. RISER ADHERED TO SILL WITH SILICONE TYPICAL ANCHORS 2 PER CUP TYPICAL ANCHORS IN PHIS SEE ELEV. FOR SPACING 1' WEEP NOTCH AT EACH END TYPICAL ANCHORS IN PAIRS WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° DIA TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO (3 KSI MIN.) CONCRETE OR MASONRY 1 -1/4 MIN. EMBED INTO CONCRETE OR MASONRY INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 410 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO (3 KSI MIN.) CONCRETE AND MASONRY = 2° :IN • • • • INTO WOOD STRUCTURE ■ 1 MIN. • • • INTO METAL STRUCTURE = 3/4° MIN. SEALANTS; JAN 2 5 2008 FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. • • • • • •••• •• • • • • • • • • •• • • • • • • • • • • • • • • • ITEM g PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER/REMARKS 1 L -8211 1 FRAME HEAD 8083 -18 ALUMAX/YIEUS 2 L -9002 1 TRW SILL - 1 3/4 HI 8083 -1E ALUNA7f/WEUS 3 4 L -8207 1 ASTRAGAL STILE 8083 -16 - L -9212 2 FLANGE FRAME 48)49 8083 -T5 - 5 L -8204 1 PANEL TOP RAIL 8083 -75 - 8 L -9205 1 PANEL BOTTOM RAIL 8083 -T5 - 7 L -9201 1 PANEL LOCK STILE 6083-16 - B L -9202 1 PANEL INTERIOR INTERLOCK 8083 -16 - 9 L -9203 1 PANEL EXTERIOR INTERLOCK 8083 -18 - 10 L -8201 1 PANEL FIXED STILE 8083 -18 - 11 L -9209 AS REQ'D. ALUMINUM GLAZING BEAD 8083 -T3 - 12 FS -005 AS REQ D. FRAME ASSEMBLY SCREWS - #8 X 1/2 P.H. PHILIPS 13 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS - #10 X 1 P.H. PHILLIPS 14 AR -021 1 COLD ROLLED STEEL BAR - 1/2 X 1 1/2 15 AR -020 AS RAID. COLD ROLLED STEEL BAR - 1/2" X 1 1/4" 18 L -9018 1 SELF ADHESIVE PILE PAD - 13/18" X 1 1/2" 17 PWS -018 AS REQ'D. NAG. BOTTOM RAIL WTS'P - ULTRAFAB #088757DK 18 VWS -018 AS REQ'D. FXD. BOTTOM RAIL WTS'P - VINYL FLAP -2087 19 PWS -009 AS RE01D. PANEL TOP RAIL WTS'P - .187 (7830-6001-1) 20 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP - .187 (7820 - 6001 -9) 21 VWS -004 AS REO'D. BULB WTS'P. VINYL 1/4" 0.D. 22 HC -043 25 PANEL PANEL TOP GUIDE NYLON - 23 L -9018 7/ FIX. PANEL FIXED PANEL JAMB CUP 6083 -15 - 24 FS -011 1 X CUP FIXED PANEL CUP SCREW - 810 X 5/8" P.H. /PILL 2S HC -047 1 MORTISE LOCK HARDWARE - W/ HANDLES & KEEPER 28 HC -048 2 !AVG. PANEL TANDEM ROLLER - 2 X EA. MVO. SOT. RAIL 27 F5 -003 2 R011E9 ATTACHMENT SCREW - #8 X 1/2' F.H. /PHIL 28 AR -008 2 FXD. PANEL "C" TRACK CUP - 8 LONG, EA. FXD. BOT. RAIL 29 FS-042 AS REQD. 'C" TRACK ATTACHMENT SCREW - #10 X 1" F.H. /PHIL 30 AR -009 3 ANGLE CLIP ALUMINUM .704" X 1.50 X 125" X 3' 31 L -9022 1 ASTRAGAL RETAINER CLIP 6083-15 - TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS ESE ELEV. FOR SPACING METAL STRUCTURE PANEL WIDTH 1/4" MAX. SHIM D.L. OPG. SCREENS OPTL- 1/4' SHIM MAX. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING BY Mann Division • • • • • •• • • •••• • • •••• •��A PRODUCT ltnIVTO as Ildiso hrRVP�1XiaiHttda AuUsia2 �o • Acceptance 0: v Z W t0 '" o z E Z oiO a 8 N 3 a drawing no. i•"" : 100 • s f 5 • •• • • • • • • • • • • PANEL TOP RAIL 1.132 L 1.619 FRAME SILL INTERIM INTERLOCK U I U 1 1.234 1_..1.894-�V .797 L 2.888 1.531 1.842 LLOC STILE ino .062 1.197 PANEL BOTTOM RAIL ASTRAGAL RETAINER 1.819 FIXED PANEL CLIP 1.887 - .844 EXTERIOR INTERLOCK 1.218 .378 1.218 .082 1.132 PANEL BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr: OR. 1460,Y099 FAR000 • • STRUCRIRES • • • • FLA. PE k 18897 PRODUCT '. . CAN. 1838 • es B oB-02I402 147°4' Or 13 JAN 2 6 2008 o cr 0 N Q • • • • • • • • • •• • • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •• • • • • • • • • • • • • • • • 4: (-/,-, •• ••• i • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • ••• • • ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com Lawson Industries, Inc. 8501 NW 90 Street Miami, FL 33166 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: Series 9200 Aluminum Sliding Glass Door -LMI APPROVAL DOCUMENT: Drawing No. W02 -23, titled "Series -9200 Aluminum Sliding Glass Door (LMI), sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 03/18/02 and last revised on May 10, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This bi?YAlt1tesysZSTO *0b-0 6.06 consists of this page 1 and evidence page E-1, as well as approval docut$cnt me ttionid.gbovr • • • The sxbmit4e doeome?►tattott vea% reviewed by Ishaq I. Chanda, P. E. NOA No 07- 0516.01 Expiration Date: June 13, 2012 Approval Date: July 05, 2007 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 06- 0406.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 - 23, titled "Series -9200 Aluminum Sliding Glass Door (LMI), sheets 1 through 4 of 4, prepared by A1- Farooq Corporation, dated 03/18/02 and last revised on May 10, 2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS (transferred from file # 06- 0406.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT L -3078, dated 1/10/02, signed and sealed by Luis Figueredo, P.E., Test Reports No. Test Report No. FTL -3424, dated 04/18/02, Test Report No. FTL -3425, dated 04 /29/02, Test Report No. FTL -3426, dated 04/26/02, FTL -3492, dated 06 /20/02, Test report No. FTL -3493, dated 06/24/02 and Test Report No. FTL- 3516, dated 07/12/02, all signed and sealed by James G. Worth, P.E. C. CALCULATIONS (transferred from file # 06- 0406.06) 1. Anchor verification calculation, complying w/ FBC 2004, prepared by Al- Farooq Corporation dated 03 -16 -06 and last revised on Oct. 20, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME - 1300 -98 & -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 - 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus ", expiring on 01/14/08. 2. Notice of Acceptance No. 05 - 1208.02 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/10. 3 Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Solutia Interlayer" expiring on 03/04/2009. 4 Notice of Acceptance No. 03 - 0415.13 issued to Solutia Inc. for "Saflex HP" expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance w/FBC -2004 and product has not changed, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 05/11/07, signed and sealed by Dr. Humayoun Farooq, P.E. • • 3.. • Lab coinnlirse statements, part of above referenced test reports. G.'. OTIIETt• • ••• •• • • • 1s : • •This NOA r'e'vises # 06- 0406.06 expiring June 13, 2007 t Ishaq I. Chanda, P. E. Product Control Examiner NOA No 07 -0516.01 Expiration Date: June 13, 2012 Approval Date: July 05, 2007 • •.• • • ••• • • • ••.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • .• • • • • • • • • • • • •. • . • • • . • • • • E -1 DESIGN LOAD CAPACITY NOMINAL WWI DOOR SIZES FTC GI ASS TYPE 'A' : 'D' EXT. (+) i TNT• (—) 7/16" L , ( — ) (NO El) ( — ) 56.7 ■ 95.0 8/8 76.7 I 95.0 //// O // .,/ V 5.0 05-) 75.0 75.0 OATH / Stm.)II 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/ ) i 8/0 65.0 85.0 65.0 65,0 X X X x DESIGN LOAD CAPACITY — PSF (STD. SILL) NOMINAL Friel. WIDTH MOE YES HEIGHT FLAN. GLASS TYPE 'A' 6 'D' off- (+)' TNT. ( — ) 7/16" L , ( — ) (NO El) 6/8 56.7 ■ 95.0 //// O // .,/ V 5.0 05-) 8/8 56.7 85.0 8.8 (WITH STEEL) 8/0 56.7 � 85.0 D.L OPG. g g 1 X I I I � 1VYV /17L1 7/16" L LAM. GLASS PANEL HEIGHT 90 3/4' MAX. //// O // .,/ V I ; I I p pp.. D.L OPG. g g 1 SGD - 9200 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. BULB VINYL 3/16 HEAT STREN'D GLASS .090 PVB INTERLAYER SENTRY GLASS PLUS 3/18' HEAT STREN'D GLASS SILICONE SCHNEE — MOREHEAD 5731 N DOW CORNING 899 TREMCO SPECTRUM 2 I � r k1 " y O0 nnuu TT yy ,, 1r CLASS TYPE 'ATYPE 'A' GLASS TYPE 'B' x0 BULB VINYL 3/16 HEAT STREN'D GLASS .090 PVB INTERLAYER F DUPONT BUTACITE 3/18 HEAT STREN'D GLASS SILICONE z SCHNEE — MOREHEAD 5731 a DOW CORNING 899 TREMCO SPECTRUM 2 NOTE: GLASS CAPACTfIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) MAX. DLO.: 6/0 X 8/8 32 -3/4' X 74 -3/4" 8/0 X 8/8 m 44 -3/4 X 74 -3/4 8/0 X 8/0 44 -3/4" X 90 -3/4" 4 - Ox APPROVED CONFIGURATION$ BULB VINYL 3/16' HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX HP 3/16 HEAT STREN'D GLASS GLASS TYPE 'C' m SILICONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 F ♦ I L....1 Muni Division BULB VINYL 3/18' HEAT STREN'D GLASS .090 PVB INTERLAYER r SAFLEX KEEPSAFE MAXIMUM 3/16" HEAT STREN'D GLASS GLASS TYPE 'D' CLUSTER OF 4 ANCHORS AT SDLE ENDS 98 3/8° MAX. DOOR 8101H 17° MAX. TYP. j HEAD /SILL 1 1 8' MAX. TYP. HEAD /SILL CORNERS PRODUCT RENEWED as comp'ln w ith tg 'PICAL ELEVATION Dueling Cede Acceptance No . — /6 .54 UNfT Expiration Date crurecIt • •• DOORS GLAZED WITH LAMINATED L ASS , GATED FOR • LARGE MISSILE IMPACT AND REU I Nei SHUTTEW9• • SILICONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 Engr. DR. HUlTAYOUN FAR000 TREMCO SPECTRUM 2 STRUCTURES RA PE g 18557 C.A.N. 3538 /i MAY 1 0 2007 •••••• • • • • •••••• • • LAMINATtB . GLASS LARGE 41419%P.1 IMPAV • •• •• •••••• • • • • • • • • • • •• • •• • • • • •• • • • • • B 81 v ce a 6 a u � &owing no • W02 -23 J • 8 •. •••• fi 8 • •: 3 • v g . • • t ••• • • o 8 05 ••■•• Y � --� sheet 1 of 4 •••••• • •• •••• • •••• • 9/18 ° ' TYPICAL ANCHORS 2 PER CLIP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS o 2 PER CUP 'By WOOD BUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING REGD. ON 8/0 X 8/0 DOORS ONLY 082 THK. RISER ADHERED TO SILL WITH SIUCONE FULL LENGTH OF UNIT iN DI 2 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING t=I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4 DIA TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4 MIN. EMBED INTO CONCRETE OR MASONRY TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. -# SINS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8 (NO SHIM SPACE) • • • • TYPICAI EDGE DISTANCE$ • • • • • INTO CONCRETE AND MASONRY ■ 2 - 1/2' MIN. • • •• s • • INTO W000 STRUCTURE = 1 MIN. • • WED PRODUC u INTO METAL STRUCTURE = 3/4 MIN. • Raiding Cede Aecewanee No 07 4 , .U/ E T Expiration Date ... • • • • mud Ai ao�c FRAME AND VENT CORNERS AND INSTALLATION iCREWS AR SILL WITH WHITE /ALUMINUM COLORED SEALANI1 • • • Division Engr. DR STRUCTURES FAROOQ FLA. PE 8 18587 C.A.N. 3538 • • • • • • • • • • • • e • •• z O � 0 E G e fro • v V g afirR g 8 ▪ % • O Q0e6 • • • U '3 •drajing no!' •W02 -23 sheet 2 of 4 I 0 U :1•• • 5 •• Ia •c d r. • • S2° • c< J •• Q • • • • • • • • • • ••• • • • ••• • ••• • 1•• 1 • ••• •••• • • • g.1•••• ID • ••• • ITEM B PART # QUANTITY DESCRIPTION MATERIAL NANP. /SUPPLIER /REMARKS 1 L -9001 1 FRAME HEAD 8063—T6 ALUMAX/WELLS 2 L -9206 1 FRAME SILL — 1 3/4 HI 6083 —T6 ALUMAX/WELLS 3 — — — — — 4 L -9212 2 FLANGE FRAME JAMB 6063 —T5 — 5 L -9204 1 PANEL TOP RAIL 6063 —T5 — 8 L -8205 1 PANEL BOTTOM RAIL 5083 -75 — 7 L -9201 1 PANEL LOCK STILE 8083 —T6 — 8 L -9202 1 PANEL INTERIOR INTERLOCK 6063 —T6 — 9 L -9203 1 PANEL EXTERIOR INTERLOCK 8063 —T6 — 10 L -9201 1 PANEL FIXED STILE 6083 -76 — 11 L -9209 AS REQ'D. ALUMINUM GLAZING BEAD 8063 —T5 12 FS -005 AS REQ'D. FRAME ASSEMBLY SCREWS — #6 X 1/2 P.H. PHILLIPS 13 F5 -013 AS READ. PANEL ASSEMBLY SCREWS — #10 X 1 P.H. PHILLIPS 14 — — — — — 15 AR -020 1 HOT ROLLED STEEL BAR — 1/2" X 1 1/4" 16 L -9016 1 SELF ADHESIVE PILE PAD — 13/16 X 1 1/2 17 PWS -016 AS REQ'D. MVO. BOTTOM RAIL WTS'P — ULTRAFAB #088757DK 18 W15 -015 AS REQ'D. FXD. BOTTOM RAIL WTS'P — VINYL FLAP $Y1 -2087 19 PWS -009 AS REVD. PANEL TOP RAIL DIS'P — .187 "x.310' (7830 - 6001 -1) 20 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP — .187"x.210" (7820- 6001 -9) 21 VWS -004 AS REQ'D. BULB WTS'P. VINYL 1/4" 0.D. 22 HC-04.3 2X PANEL PANEL TOP GUIDE NYLON — 23 L -9018 4/ FIX. PANEL FIXED PANEL JAMB CLIP 6063 -75 — 24 FS -011 1 X CLIP FIXED PANEL CUP SCREW — #10 X 5/8" P.H. /PHIL 25 HC -047 1 MORTISE LOCK HARDWARE — W/ HANDLES & KEEPER 26 HC -046 2 LNG. PANEL TANDEM ROLLER — 2 X EA. MVG. SOT. RAIL 27 FS -003 2 ROLLER ATTACHMENT SCREW — ®8 X 1/2" F.H. /PHIL 28 AR -008 2 FXD. PANEL "C" TRACK CUP — 2 X EA. FX0. HOT. RAIL 29 FS -042 AS REOD. "C" TRACK ATTACHMENT SCREW — #10 X 1" F.H. /PHIL 30 AR -009 3 ANGLE CUP ALUMINUM .704 X 1.50 X 125" X 3 TYPICAL ANCHORS IN PASS SEE ELEV. FOR SPACING 29Y WOOD 0 TYPICAL ANCHORS IN PAIRS {SEE ELEV. FOR SPACING 1/4' MAX. 511131 I, BUC PANEL WIDTH TYPICAL ANCHORS IN PARS •68 ELEV. FOR SPACING D.L OPG. 380T RECD. ON ® 6/0 X 6/8 51ZE5 SEE CHART ON SHEET 1 EXTERIOR DOOR WIDTH 1/4" SHIM MAX. { YPICAL ANCHORS IN PAIRS S ELEV. FOR SPACING Pkoou - r RENEWED • • as emptying with the Hoskin • Wilding Code Aecepones NoWF- Or • • • ExpiNlon "- M �� 4 LomLO��AlMba6 ROertld • • g Division • OOOOOO •••• • • •••• OOOOOO • • •• • • Engr: DR HUMAYDUN FAR000 FLA PE # 16557 • • • CAN. 3638 • • • • • • • •• • MAY 1 0 2007 •• • •• • • •• • • •4 • • Z n LL 0 g V O � °a4o 0 03 ri as e IL .5 Oil • • a � 0 • • 0 J CD • U •• • sheet 30f 4 ) ••• • • • ••• • •••• • ••• . • ••• • ••• • •• • ▪ • Ordering no. •1102 -23 r 1.0, INTERIOR INTERLOCK 3.625 § 062 4 L 1.141J1-. -- -1.532 f FRAME HEAD - °i r -.180 I .763 83 °I .616 L- GLASS STOP PANEL TOP RAIL 2.000 FRAME SILL --i .704 I F .750 —j LOCK STILE .890 p- I PANEL BOTTOM RAIL p .oso FRAME JAMB .524 070 t b 1.250 FIX. PANEL CUP .500 INTERLOCK REINFORCING 3.000 -1r-.082 SILL RISER EXTERIOR INTERLOCK PANEL TOP CORNER PANEL BOTTOM CORNER PRODUCT RENEWED MVO* Da•m8 Code •a t7eYfAa Acceptance EZpfatlm Dab �� , Mme bidden FRAME TOP CORNER FRAME BOTTOM CORNER MAY 1 0 2007 ••• • • • ••• t j p • • • • •••• • • • • a + ••••P • o0 •• C • • • • __6• • •a a S •• • ;1 m ••• •• • • •• •• Engn DR. HUMAYOUN FAR000 • STRUCTURES • 1 3 0 3 _ FLA if • 16657 . • • ri � 3 •• CAN. 3930 • • 88 • • • o . • • • • ••_` • • 4 • ••• • •• 6 6 •• Ir. • • jating no. W02 -23 (sheet 4 o 4 ••• • • • ••• • •.• • •• • ••• • . • •••• • •••• • RECEIPT PERMIT #: POO I DATE: 19e—C1 4, I, Z4 644 4-4 c ontractor Owner ❑A • Picked up 2 sets of plans and (other) Address: g.30 0r/ 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 to brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: Jr PERMIT CLERK INITIAL: RESUBMITTED DATE: 1 9-9- 109 PERMIT CLERK INITIAL: M iani Shores Viiiage Bilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 'RCM 1 130 ❑ Contractor ❑ Owner ❑ Architect PERMIT CLERK INITIAL: PERMIT CLERK INITIAL: RECEIPT RESUBMITTED DATE: e� Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: e 1L0 1 0 Picked up 2 sets of plans and (other) Address: 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 Department to continue permitting process. Acknowledged by: Fizool, ID* 2j' 0 RECEIPT PERMIT #: 04 16 DATE: C.,13tYLUPI 1 JO I, - 'D Arz,,v1Ep Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (o Address: PERMIT CLERK INITIAL: Lr Vda wake,_, 6010 zo Nit 10 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 continue permitting pr ss. Acknowledged by:� PERMIT CLERK INITIA RESUBMITTED DATE: M ia i Shores Village B ilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E �� e 4. BUILDING DEPARTMENT . 1b050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2352 TELEPHONE: (305) 795.2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Contractor: Only the items preceded by an (x) must be corrected. 1 ) I Need HVAC design schedule Miami Dade County Chapter 8. 2 No combustible in plenums. FBC -M 602.2.1. 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ) 6 Need balanced return air. FBC -M 601.4. 7 Provide return air in bedroom and 1" undercut door. FBC -M 601.4. ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ) 10 Air handling units in attics must meet all the requirements of _(show Notice to Homeowner) FBC -M 306.3 ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC -M 403.2 ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire \; 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Comment Sheet Mechanical Phone No: Date: Page of 07/04R1.0 RECEIPT PERMIT #: /Ard DATE: c/b I, Pea elii0)v ❑ Contractor ❑ Owner 'Architect Picked up 2 sets of plans and (ems- $ e - Ca !t S Address: ?.'c) /' - /a7 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 Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: "eA PERMIT CLERK INITIAL: ,,,e___cA" RESUBMITTED DATE: A I _ _ OTD M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1130 Job Name: February 5, 2010 Building Critique Sheqt 2nd 1) Correct wind design criteria is ASCE -7-b 146mph exp C 2) Energy calculations do not match the specifications on the plans. 3) Provide design bearing capacity. 4) Provide a full set of structural calculations. 5) Provide statement of masonry design. 6) No windows or doors submittals received. No review. Provide all product approval for windows and doors signed reviewed and approved by the designer of record. 7) A roofing permit package is required. 8) The plans still conflict in all areas. The roof sheathing attachment is shown 3 different ways but only one complies. The insulation requirements conflict and do not match the calculations. The filled cell details show different size reinforcement. These issues are throughout the plans. The plan review has been stopped until these issues can be resolved. PLEASE HAVE THE DESIGNER OF RECORD CONTACT NORM BRUHN 305 - 795 -2204 STOPPED REVIEW: The plans submitted are incomplete. 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 Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: PAINT PERMIT Owner's Name (Fee Simple Titleholder) Owner's Address 2 3c f (ctri SY City () ; &PA Slur Fs State FL Miami Shores Village Building Department Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 2 3 E /Or? . FOLIO / PARCEL # ! / - 22-3 % - 013 - E.a co v7 0 Is Building Historically Designated YES NO 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 %I (305) 795.2204 tileirr (305) 756.8972 Permit No. Master Permit No. City Miami Shores Village County Miami -Dade Zip 3 330 Contractor's Company Name 41 (� ( I ilk' ?C. /..x1-0 (%) Phone # q5 S — kZ ° 33 7/ Contractor's Address 309 (en EGA / / S% City ut l� E i State FL— Zip 33 1 /, Qualifier Name 1 el- Ck rd (rte ROL- rn pLi Phone # State Certificate or Registration No. ( 6, / 5 7 Ec3c) Certificate of Competency No. OWNER BUILDER: Phone # 4440..Cci ' 01 Value of Work For this Permit $ 02 A C' C), 60 Type of Work: [ Addition / ❑ Alteration / :New / 0 Repair/Replace Describe Work: c et of oL [l 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 "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 52500, 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 *** *iriraY*, k**,r*,r*4fY********* &* e******des **F &fF***** **rk** *********3 *** *** **arkdrst,udr ******** Permit Fee $ CCF $ Technology Fee: Training/Education Fee $ Notary $ Code Enforcement $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side -* PAINT COLOR APPROVAL AND AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: Please circle corresponding number to appropriate color sample. Walls: 1 2 3 4 Fascia: 1 2 3 4 Drip Cap/Drip Edge: 1 2 3 4 Soffit: 1 2 3 4 Roof: 1 2 3 4 Flower Bins: 1 2 3 4 Shutters: 1 2 3 4 Awnings: 1 2 3 4 Chimney 1 2 3 4 Doors and Door Jams: 1 2 3 4 Garage Doors: 1 2 3 4 Railings: 1 2 3 4 Fences: 1 2 3 4 Signature All brick (simulated or regular): 1 2 Stucco Banding: 1 Any other Stucco Features: Accessory Buildings 2 3 3 Other: 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. or Agent The forego TTY i t was acknowledged before me thisl day o ', 00_, who is personally known to me r who has produced As identification and who did take an oath. Attach color samples with name and number. Signature Contractor The foregoing instrument was acknowledged before me this I , V; I day of � e e o - r , 20i , by Ai 14 i� , y , ' who is personally k to me or who has produced as identification and who did take an oath. NOT Sign: Print: 44'0 rco440, My Commission Expires: ax°' ,:, ':c; _COMMISSIONwDD809582 - • e._ . * * * * * * * * * * * * * * * * * * * * * * * * * * ** ' • My Commission Expires: a�•�iv °�,,� Valeria Simoens 4 ., ��- -•' �, - ., P ES: JUL� 2012 "�,4 ,�,� • 9 • • a�ea NhVW ON OTARY.com APPLICATION APPROVED BY: Pl n B!/ • " •• 11 �0 Preservation Board ' - wc Code Enforcement * * ** (Revised 04/24/07) BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Contractor's Address 30 S CA.9 / Li S cit f, 1.z,QaSis.__ Qualifier Name . Airkavv t Ret State Certificate or Registration No. 2 Contact Phone 95/-3 — 3 37 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration Notary $ Scanning $ Radon $ Double Fee $ 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 CAL, Owner's Name (Fee Simple Titleholder) ASS Seto V a Phone # 7%-in —o l 7 Q Owner's Address 130 06 [ 07 S t7I Cit State 'FL. �� Zip Tenant/Lessee Name Email llamas, P � () Job Address (where the work is being done) 1? 0 . pc (o7 C /r eJ City Miami Shores Village County Miami -Dade Zip e (£ 1 FOLIO / PARCEL # Is Building Historically Designated YES NO, Contractor's Company Name � pytS�f �e'f (?3ti� g ro a) L Phone # 95 ` - M6o7 `,. j 3'7 Describe Work: j) tife. />l�s�a�r�,, rtdeth'Ir, �- �' /�i /AP c✓ %! l r - (b./e. ���;���ir�. , /ma& & eel' ;n f� �Jr�. / at /fled eg )o7 1 r D ig s p L� g C q �- �: �A f � /2iA s� 414X, ) 'c ? I� G�" // a-ea.. erj �� / 4 G k 0 A-44, * * * ** *** * * * * * *, *rya * * * * ** * * *** * **** *** F ** * * * * * ** *x * * * * * * * * ** * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Training/Education Fee $ DPBR $ Violation date: Permit N . WI — c' Master Permit Na. � "33161 Phone # 6 Competency No. Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition 1)) © EL 7 a � MAR 0 2 2010 BY:....CA„..... Flood Zone Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of suci : , osted notice, the inspection will not be app , ved and a reinspection fee will be charged I Signature Alinftb■ Sign rA / I l� �.. ' - � r or Agent Contractor The foregoin 'u ent was acknowledged before me this The foregoing instrument was acknowledged before me this day oft , 2 0 1 b , by 44 ay of '�''.{D A..4+1 , 20 5 '0, 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: Sign: Print: \AL Sign: Print: NOTARY PUBLIC: . `ra'•. V Si mons r o ff! � � G�s ,: . MMISSI0N #DD809582 My Commission Expires: :N' "nom : D(pIRES: JULY 29, 2012. ^ aaaaau►, Valeria S3n10811 �'� ,,,,,,,, www.AMt1NN0TARIDMI I : ,, G �:COMMISSION #DD809582 r�l •a• : Y9r: Yk***** *tk3e ,k3c**9e** **ae********* e: Y9i• 3c3: 4t9r4ek *9e, Y9e*: k9F3r9c**4e• k****k* ***** * ** **:Y*9cic3r:Y:Y:Y *:k, `,•-. M `R: ii$44`,4,M=3 ***irk /� 3 ' _ •ye a Ww. '',, ••`' wAAR0NN0TARL'CDrf APPROVED BY i Grace. ' / plans Examiner Zoning My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Clerk checked Inspection Number: INSP - 118770 Permit Number: RC -7 -09 -1130 Scheduled Inspection Date: February 16, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments LA Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments lAlee o� y February 12, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 2 of 25 Inspection Number: INSP - 118766 Permit Number: RC -7 -09 -1130 Scheduled Inspection Date: February 16, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments , '14 1 Pass 4%/ 4f, Failed Correction Needed Re- Inspection Fee February 12, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments o4 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 1 of 25 t�5 MONOLITHIC PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: t ( TIME OF TREATMENT: IN 0 07 ° BUILDER NAME: TREATMENT ADDRESS: SPRAY & TAMP ,PRAY - SPRAY # CHEMICAL:d piLaitPrins CHEMICAL: 333 SIF OUT t 1jA__A/1y SW0 JOB #: LOT: BLOCK: UNIT: IDE PERIMETER TREATMENT L/F APPLICATOR `e ��' COMMERCIAL 3 Li GALLONS STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) GALLONS TIME OF TREATMENT: APPLICATOR: PLANTATION, FLORIDA 33317 954 - 584-8588 1 -800- 749 -8588 FAX: 954 - 5846117 bYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: MATERIAL DESCRIPTION: Gray sand w /rock fragments SAMPLED BY: JA Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 4.2 7.4 12.5 Optimum Moisture 9.1 Percent 100% Maximum Dry Density 113.7 lbs. /cu.ft. % Passing 3 /4" Sieve 94 Percent Sampled By: JA Tested By: JA Checked By: JA PROCTOR COMPACTION TEST February 15, 2010 MR. HASSAM BENJELLOUN Addition @ 230 NE 107`" Street, Miami, FL Mr. Hassam Benjelloun 109.0 112.8 110.1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. TEST RESULTS 115 113 111 109 107 105 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: JA 4 6 8 10 12 14 % MOISTURE Respectively submitted, rS S cGVW` tss. Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 112.5 113.1 112.6 112.3 111.9 MOISTURE CONTENT % 8.6 9.7 7.9 8.3 8.6 MAX. DENSITY IN THE FIELD % 98.9 99.4 99.0 98.7 98.4 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 113.7 113.7 113.7 113.7 113.7 OPTIMUM MOISTURE ( %) P P P P P DYNATECH FIELD DENSITY TEST OF COMPACTED SOILS DATE: February 15, 2010 CLIENT: MR. HASSAM BENJELLOUN PROJECT: Addition @ ADDRESS: 230 NE 107` Street, Miami, FL CONTRACTOR: Mr. Hassam Benjelloun Test No. 1 Location: West pad, west side of footer Test No. 2 Location: West pad, east side of footer Test No. 3 Location: East pad, west side of footer Test No. 4 Location: East pad, east side of footer Test No. 5 Location: East pad, center of pad underslab Description of Material: Gray sand w /rock fragments Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested By: JA � 1 35Q U■ � Checked By: JA ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Wis d'm Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines fie degree of compaction of the tested layer of material only. In no way shall a density test replace a soilbearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. X °abilwle \\0\33')A BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle)( Building) Roofing Owner's Name (Fee Simple Titleholder) Owner's Address 230 A E 1 &1 37 City & eY% a 8 ho f State FL Zip 3 i (o I Tenant/Lessee Name Phone # Job Address (where the work is being done) G 3 Cp LIE I c °1 Si City Miami Shores Vill e County Miami -Dade Zip 3 (f!p ( -v;i -o(% FOLIO / PARCEL # 11-2 013 - 061 D Is Building Historically Designated YES NO Contractor's Company Name A S ( /> S +1' 7 / CY) C !Phone # - 56;42 - 33 71 Contractor's Address 369 & •SG -J j / ST City F rr+ 1-4. c1 t rd'u_6e state F L Zip 3 331 2 Q nslifier Name Ake N(61,i mriff & ir•P Phone # State Certificate or Registration No. C 6 Do w 7 �"3 C) Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 627, Ci vz JC) Square / Linear Footage Of Work: CC 57,74 Type of Work: dition ['Alteration ❑New ❑ Repair/Replace 0 Demolition Describe Work: 4cAtetx 1\3 net,) � '/ ,`fl (born 'oQ- vi e ce.) Submittal Fee $ — /•►t1V' CO Permit Fee $ 9(t)j CCF $ a C Notary $ Training/Education Fee $ q. Technology Fee $ m Scanning $ o� ' OD Radon $ 16 • 24 DPBR $ 3 '29 Zoning $ Bond $ 303' On Code Enforcement $ Double Fee $ Structural Review. $ Qe f (90, de. — I a es." Total Fee Now Due $ J PI 1 . Q ) 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: j 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 Ls issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The fo day Sign: Print: A T I er or Agent ent was acknowledged before me this j4 ,2OLT (by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * *r* APPLICATION APPROVED B Y:a? P (Revised 07/10/07) Signature , , Contractor The foregoing instrument was acknowledged before me this l taL- day of C+ P ►�n 6 , 20a, by Ale - re ai.�iui, 6 - 41 - 6 is personally kno me or who has produced NOTARY PUBLIC: 2 , Op pi• • N0TA1% 7/m 1 2 ' b Vag as identification and who did take an oath. pN J D C Sitnoens Sign: 124' ° � C3 £ °Lz'8o S t #D080958 t: r �-74ZI - -- : * 'VA..... 01,4 EXPIRES: JULY 29, 20124y Commission Expires: #DD 477302 .:4-5= et lll * ** *fir * * ** ,�****t�r,�, * ** *, *** ° % �� I II a lans N�` ® aa � Examin " isngineer Zoning RESUBMITAL DATES: PROJECT TYPE: RE! /)/24/0 9 J7 7 ) 6 t e 1 -/1 We STRUCTURAL IMPACT FEES ? J Jr • HRS /DERM PERMIT # l MECHANICAL q BLDG Roii.)6A0 04" NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. - 2 Z �) _ O( 3 -C6 STATE OF FLORIDA 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 Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property an street / address: 3 ' 6 e - 8' 2 Fir 4H Q to k /. 2. Description of improvement rint Owner's Name Notary Public Print r, - '"4: My .+ .... DQ'IR Es: JULY 29,2012 .. ;' : �'�ne�x• Ww.AARONNOTARYcom Swom to and subscribed before me this ° l/1 �4 la ► 'To .Pasad , #iQ Interest in property: Name and address of fee simple titleholder. 4. Contractor's naive and addr AA Iv Can. QSht ;en Coap .one I '-t 51T, For+ i cQ.e.r (4 ( f FR.. 3 3 ! 7 5. Surety: {Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a differ, nt date is specified) lan Alit, A. • II Prepared by ft a..55614. Lt.S5611. $ ie t GG� u day ofc"71` ;' 20 0 4:;" Add 30 Nk / ®? Z 5t STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true of the o n m al bled in this office on 1 in , A 0 20 WITNESS my hand and Official Seal. 1 RUM LERK, ofCircur {and County Courts By .# day of 9.444- D.C. rt r-� 3 CFH 2 010R009631 , d OR Bk. 27180 P9 27281 Ms) RECORDED 02 /11 /2(tt0 11:08:16 HARVEY MIN, CLERK OF COURT fIAfI -DADS COUNTY, FLORIDA L LAST PAGE ,111.. Palmed By sod item To ALAN W. LEM& 894. LEYlNB A PARTNERS, P.A. 1110 BrldoellMame, 7th Rear Plaids 33131 Po1b1o.t 18-3101.029.0490 [Spat= Page toFoUowl CFN: 20090899364 BOOK 27027 PAGE 4837 DACE :099 02:08:17 PM DEED DOC 0.60 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY o This Indenture is rye this 25 day of September, 2009, between DEBORAH HORNBECK, a single woman, Cdr, and SUSAN BENJELLOUN, a single man, Grantee, whose address is: 45 NE 87 Sheet, El Portal, Florida 33138. W1Th1 SEnt that said fir, for and in consideration of the sum of ONE AND NOJ100 DOLLARS, and other good and valuable cosies b said Greiner in band paid by said Grantee, the whereof is hereby a now1cdgod, does hereby remise, release and gaitecliim nmto the said secant party fiver, ell the rigid, title, interest, claim and demand which the said lint party has in and is the fidlowing described hoed, situate, lying and being inM rani -Dade County, F , to wit Lot 24, in Block 14, of EL PORTAL SEC110N 5, aaaarding to the. Plat titer:14 as recorded in Plat Book 13, et Page 13, ofthe Public Records of Miami Dade County, Florida TO HAVE AND TO HOLD the same together with all and singular the appurtenances thammto belonging or in anywise apperhti, and all the estate, right, title, interest, lien, equity and claim whateoevevofthe said Cast party, either in law or wily, tothoonly proper use, benefit and beboof ofthe said second party haver. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's band and sal the day and year Ere above written. NOTE Tills tranfer is a trearest penusnt to and to elect into that certain Marled Solemnest Agreement between Hassan Danielle= and Debasab Hornbeck, recorded January l8, 2006, In Official Records Bonk 23146, at Page 2409, of the Public Records of Miand•Dade County, Ptorid&. Accordingly, only =aim n dos mcetary stamp Stet are one on this conveyance. Signed. scald and dt hand in [age Two of Quit-Claim Deed to Benjdlowi] MATE OF FLORIDA * ) COUNTY OF ) foregoing instrument was acknowledged before me this 1 1:51. day of - , 2009, by Deborah Hornbeck, who is personally known 10 me or who has produced as identification, arkiWatifilliffil5rt My Commission Expires: Valeria Sin ns ...:A Rimmesammosoa582 . limpesouti 29, nu gar ►fwww aaaCaaorasroo, Nt7f � gl,�ri,c�a PriutNmna���i �� G� PROPOSAL TO: Hassan Residence Job Address: 230 NE 107 ST Miami Shores, FL 33161 Descrlption/Prolect Specifications: Residential Addition *See attachment for detailed listing Payment Schedule: $6,700.00 Due upon acceptance $37,966.66 Due at start of protect $22,333.34 Due upon completion This Contract shall be deemed null and void if not signed by Customer within thirty (30) days of the proposal date. ACCE'TED: By: C STO Tljlirj l Dat tomer Acceptance: Terms and Conditions Either AJ's Construction Group, Inc. - or the Customer has the right to cancel this Proposal/Contract without liability to the other by providing written notice to the other party within 3 days of the date of Customer acceptance. Any alteration or deviation from the specification above involving extra costs and/or additional labor will be executed upon written orders and will become an extra charge and are not induded in the total project price. All additional work shall be charged at contractor's prevailing rate(s), and additional work shall only be performed following Customer's written acceptance thereof. Contractor will perform all work In a workman -like manner pursuant to the specifications agreed upon and set forth herein. Customer will pay for work pursuant to the payment schedule set forth above. Any balance due over 30 days is subject to a 5% finance charge per month. Customer will be liable for the payment of all fees and expenses, induding attorney's fees, reasonably incurred in collecting, or attempting to collect, any charges owed hereunder. The exclusive jurisdiction for any litigation arising out of this Agreement or its subject matter shall only be any state court in Broward County, state of Florida, without regard to choice of law princlples. In any such proceeding, the parties hereby waive any objection to forum, including without limitation, any objection based on improper venue or inconvenient forum. Any delays due to strikes, acddents, natural disasters or other events beyond AJ's Construction Group's reasonable control will excuse AJ's Construction Group Inc.'s performance for the duration of such event. AJ's Construction Group, Inc., is fully licensed and carries general liability insurance. Owner is required to carry fire, wind damage, tornado and other necessary insurance(s). Page 1 of 1 AJ'S CONSTRUCTION GROUP, INC. 3096 SW 14 Street Fort Lauderdale, FL 33312 CGC 1507830 Office Phone: 954-578 -3737 Fax 954-766 -4949 Pr9 I Date:12/15109 TOTAL PROJECT PRICE: $67,000.00 Pricing is based on plans provided by owner prior to the proposal date - 12/15/09 Pricing subiect to approved plans *Windows, doors, tub and all fixtures will be paid for by owner nstruction Group, Inc ?lama Sena'Jitage &iId isg Defian(xe tt 10050 NE 2nd Ave Miami Shores, FI 3313 Phone305 - 795 -2204; Fax 305-762-5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. _Workers Compensation insurance or Exemption STATE CONTRACTORS: A. _ _ __ _ _State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption BALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING"`*"" Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: AJ's Construction Group, Inc Business Address: 3096 SW 14th ST, Fort Lauderdale,FL 33312 Business Telephone: (954) 562 - 3371 Qualifier Name: Alexandra Rampy Fax Number: (954) 766 -4949 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RAMPY, ALEXANDRA AJ'S CONSTRUCTION GROUP INC 4300 N UNIVERSITY DR STE D -106 LAUDERHILL FL 33351 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfioridallcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: Ucense Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business M Florida, and congratulations on your new license! (850) 487 -1395 STATE OF FLORIDA A DEPARTMENT OF BUSZNBSS''c; PROFESSIONAL REGULATIQ CGC1507830 06/16/08 0705180 CERTIFIED GENERAL CONTRACTOR .RA4PY - AJ'.'S CONSTRUCTION GROUP INC IS CERTIFIED under the provisions of Ch 489 pe Expiration date• AUG 31, 2010 • 10806160083. ; - Business ID: 9900635 Business Name: Business Address: 3096 SW 14 ST Tax Category: HOME LICENSE - RESTRICTED (SEC 47 -19.7) r� t ** *DETACH AND POST THIS RECEIPT IN A CONSPICUOUS PLACE * ** ReJ.2.a ✓ This Receipt issued for the period commencing October 1 and ending September 30 of the years shown above. ✓ If you have moved your business, please complete below and bring it into our office. ✓ A transfer of business location is subject to zoning approval. Please bring this receipt in to our office to obtain the necessary approval. ✓ If you have sold your business, please sign below and mail it to our office, or provide it to the Purchaser to bring into our office along with a Bill of Sale. ✓ A Transfer fee applies of 10% of the annual business tax fee, not less than $3.00, no more than $25.00. Purchaser Name: Seller Name: CITY OF FORT LAUDERDALE BUSINESS TAX YEAR 2009 - 2010 BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE, FLORIDA 33311 (954)828 -5195 AJ'S CONSTRUCTION GROU ALEXANDER RAMPY 3096 SW 14 ST FORT LAUDERDALE Business ID: Tax Number: Business Name: Business Address: Business Owner: Print Name Print Name CONSTRUCTION GROUP INC 30043 Fee: 9900635 730043 AJ'S CONSTRUCTION GROUP INC 3096 SW 14 ST RAMPY,ALEXANDRA Signature Signature Please be advised that this issuance of a Business Tax Receipt establishes that the business you intend to conduct is a use permitted by the City Zoning Code for the location at which you intend to operate. The issuance of a Business Tax Receipt in no way certifies that the property located at this address is in compliance with other provisions of the City Code of Ordinances. BUILDING DEPARTMENT BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE, FLORIDA 33311 TEL (954)828 -5195 FAx (954)828 -6929 WWW.FORTLAUDERDALE.GOV 157.50 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOIVNMSTANDING ANY REQUIREMENT. TERM OR COMMON OF ANY CONTRACT OR OTHER COMMENT WITH RESPECT TO mai THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Ttv�c LTR u TYPE OF INSURANCE POLICY NUMBER POUCYH'FCi. RIVE — DATE (MMIDD/Yren POLICT Elm n DATE (MTJUOD X A REPRESENTATIVES. GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 040000772216 10/22/09 10/22/10 EACH OCCURRENCE 81,000,000 X PR MtsA� owe) $100,000 ■■ CLAIMS MADE X OCCUR MED EXP (MY Dire Tom) $ EXCLUDED PERIL & ADV INJURY $ 1,000,000 ■ GENERAL AGGREGATE $2,000,000 GENT. AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY I" I I n LOX: AUTOMOBLE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON- OWNED AIJTOS COMBINED SINGLE LIMIT (Ea accident) ■ BODILY INJURY (Per person) ■ (Per L accident) ■ PROPERTY DAMAGE (Per eceMer ) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT 8 ■ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS 1 UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCI1S RETENTION $ EACH OCCURRENCE 8 AGGREGATE $ $ ■ 8 $ W. - AND AMY OFFICER/MEMBER (Mandatory It yes, SPECIAL I =- EMPLOYERS' PROPRIETOR/PARDERJEXEcU1IVE describe COMPENSATION LJABIUTY i W Y DARTS I ER E.L. EACH ACCIDENT $ EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS bebw E.L. DISEASE - POLICY LDdrT $ OTHER DESCRIP OF OPERATIONS 1 LOCATORS /VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS From:Donna Uzzi FaxID:Roemer Insurance COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) Page 2 of 2 The ACORD name and logo are registered marks of ACORD Date:121162009 03:45 PM Page:2 of 2 . a R, CERTIFICATE OF PRODUCER W.F Roemer Insurance Agency William F. Dowd B.O. Box 190669 Fort Lauderdale FL 33319 1ihone:954- 731 -5566 Fax:954- 731 -8438 INSURED 3096 Construction 14rStreet Group, Inc. Fort Lauderdale FL 33312 LIABILITY INSURANCE o ,r i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSUtERA. Mid-Continent Casualty Co INSURER t3: INSURER C: INSURER D: INSURER E. DATE (MMIDD/YYYY) 12/16/09 NAIC # 23418 CANCELLATION 01 -2009 ACORD CORPORATION. AB rtghis r SHOULD ANY OF THE ABOVE DESCRIBED POUCI E8 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 80 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR Miami Shores Village REPRESENTATIVES. 10050 NE 2 Avenue AUTHORIZED R SENrAmrE Miami Shores FL 33138 I i � Zj- � -' From:Donna Uzzi FaxID:Roemer Insurance COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) Page 2 of 2 The ACORD name and logo are registered marks of ACORD Date:121162009 03:45 PM Page:2 of 2 . a R, CERTIFICATE OF PRODUCER W.F Roemer Insurance Agency William F. Dowd B.O. Box 190669 Fort Lauderdale FL 33319 1ihone:954- 731 -5566 Fax:954- 731 -8438 INSURED 3096 Construction 14rStreet Group, Inc. Fort Lauderdale FL 33312 LIABILITY INSURANCE o ,r i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSUtERA. Mid-Continent Casualty Co INSURER t3: INSURER C: INSURER D: INSURER E. DATE (MMIDD/YYYY) 12/16/09 NAIC # 23418 CANCELLATION 01 -2009 ACORD CORPORATION. AB rtghis r PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 06/23/2009 EXPIRATION DATE: 08/23/2011 PERSON: ALEXANDRA RANI PY FEIN 200737249 BUSINESS NAME AND ADDRESS: AJ'S CONSTRUCTION GROUP INC 4300 N UNIVERSITY DR STE D -106 LAUDERHILL, FL 33361 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on R the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 • Carry bottom portion on the job, keep upper portion for your records. OWC - 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 - 06 CUT HERE O110109Oct. BUILDING PERMIT APPLICATION FBC Permit Type (circle): FOLIO / PARCEL # / / — V ,,Z3 / - d 13 — D ( 7 Value of Work For this Permit $ Type of Work: Addition ['Alteration Describe Work: Gt IC . a_ 3D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Job Address (where the work is being done) oi, 3 0 /" 6 / 0 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO tro, rrD Permit No. P.C_ VI° II 5b Master Permit No. Owner's Name (Fee Simple Titleholder) Hf {S(¢hf .BE /J 1E u Ai Phone # Zh /'r, - a / 3 Y Owner's Address 02 3 ® NE / or? A City /YJ 1 AM 7 S / S State F L Zip 33 / /o Tenant/Lessee Name Phone # Zip 3 3 / C;er.f-es 'Atp. eft19 106 Contractor's Company Name /1 L P** 6/16 60 #4.) E I C d ' 6 'hone # 3 6 :) Ct 0 3— 3 2 [ 3 Contractor's Address le i 32 Nu) /O '7 ° ', qx 3O .3q'7-•0z6r4 City 1 'Alt tt State p Zip 3�3 X C 8 Qualifier Name l.xA___"_;_2,15 I y LE A Phone ## (` 8' 0 T'? 3 — ( 7 4 1 6 0 State Certificate or Registration No. e. 6 - f) s- r (`1 3 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 6) 0 0 [Kew ❑ Repair/Replace ❑ Demolition ** *: a******* ******a: ***x ***** *:x**** ******F * * *** : ********* ****a : *:x*** ************* Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $6(2..0 Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / r Mortgage Lender's Address it A City State l Zip Application is hereby made to obtain a permit to do the work and installations as indicted. I certify that no wormarrnstallation 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,FETC ' OWNER'S All IIIDAVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu e absencech posted notice, the inspection will not be # pproved and a reinspection fee will be charged. Signature AII�L I� ignature ner or Agent ontractor The fore . o'„ s c trument was acknowledged before me this The foregoing instrument was acknowledged ged before me this day of tt , 200 EVIAD, of , 2, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. 17(71)11---(00 -5-4 as identification and who did take an oath. NOTARY PUBLIC: 1856084# NOISSI WW00 .� + , �' � I Sign: � ._ suaotu e�ta ' '� � °.�. + S� n `� J g. Print: VaIeri g � i �, � L L� ', f�� i: My Commission Expires: I.,' COMMlSSi0I fission Expires: ///)// �k$ �d�* sk+ ksk�k�k�k�k+ k�k�k�k�k�k *�k�k�ksk�k *�k�k�k*** w** ***** *�k.k�la�k�k�a ae a^e U ? 39a*: k�k�ksk�Ia�k�k?k******** �k�k+k�k****�a�k *�ksk�k�k *�k*** WWW.AARONNOTARYcom (Revised 07/10/07) wO3?W1ONN01NV'MMM •`` sr o, NOTARY PUBLIC: ZI0 '6Z Alftf s3aidx� II . .� :.. T . APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Permit No: 10 -500 Job Name: March 29, 2010 Norman Bruhn CBO 305 - 795 -2204 M iami Shores \(uiiage 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) Plans must be approved by HRS for the septic system. 2) Plans must show compliance with gravity and wind (uplift) loads. Provide calculations. 3) The minimum foundation is required. 4) Construction details must include all connections including fastener type, size number in each member and joist hanger specifications. 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. c6L-1 (ok 4919 DJA-xu2._ Fsek , `lam - - 3'199 RECEIPT PERMIT #: 10—SOL DATE: CJ ,a I 2D 1 I, 2a,u,._4__ ❑ Contractor Owner ❑ Architect Picked up 2 sets of plans and (other) - roam_ l +12,3 Address: 23o 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 Department to continue permitting process. Acknowledged b PERMIT CLERK INITIAL: RESUBMITTED DATE O10 PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,. Inspection Number: INSP - 141222 Permit Number: RF -4 -10 -686 Scheduled Inspection Date: May 10, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: KING ROOFING & CONSTRUCTION CORP Building Department Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 07, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number RC -1- 0' Parcel Number 1122310130670 Phone: (954)534 -4756 Page 11 of 25 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 6 -9 Passed ATTACHMENT: POlyfOamTM Reviewed by: TILE TYPE: Spanish "S" Grot Albe �nla, P.E. -Lic #17138 7020 NW. 37" Ct. Hialeah, FL 33147 FLORIDA TEC Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 230 NE 107 St. Miami Shores OWNER: CONTRACTOR: Kings Roofmg & Const. Corp. THIS ROOF HAS: PASSED FAILED I-1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106. "ROOF SKETCH" Ex Rolf www.floridatec.net Rear 30' Lab Report No. S10 -307 PERMIT No: ROOFING SQUARES: 5 ROOF PITCH: 4:12 INSPECTOR INITIALS: JL TEST DATE: 05/07/2010 C.A. #: 26095 Lab Certificate: 08- 0514.02 Required Testing Force: 35 Ibs 15' Tel: (305) 256 -4550 Fax (866) 256 -6833 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 6 -9 Passed PROPERTY ADDRESS: 230 NE 107 St. Miami Shores OWNER: CONTRACTOR: Kings Roofing & Const. Corp. TILE TYPE: Spanish "S" ATTACHMENT :: PolyfoamT • THIS ROOF HAS: PASSED X I FAILED n THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106. Reviewed by: 64,0 A1be 55 to / ,r y P.E. -Lic #17138 7020 NW. 37 Ct. Hialeah, FL 33147 FLORIDA Providing Solutions to the ' Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 "ROOF SKETCH" www.floridatec.net ROOFING SQUARES: 5 ROOF PITCH: 4:12 INSPECTOR INITIALS: JL TEST DATE: 05/07/2010 Lab Report No. S10 -307 PERMIT No: C.A. #: 26095 Lab Certificate: 08- 0514.02 Required Testing Force: 35 Ibs 15' Tel: (305) 256 -4550 Fax (866) 256 -6833 Inspection Number: INSP - 146024 Permit Number: DGT -3 -10 -500 Scheduled Inspection Date: June 21, 2010 Inspector: Bruhn, Norman Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: AJ'S CONSTRUCTION GROUP INC Building Department Comments Passe' C 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- 138967. Steps must be uniform in size, rise and tread. NB gG June 18, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number Parcel Number 1122310130670 Phone: (954)562 -3371 Page 19 of 31 The fohowing pages were originally attached to plans with the following permit # N-030 Charlie Crist Governor Hassan Benjelloun 230 NE 107 St Miami, FL 33161 RE: Contingency Letter Application Document No: AP959773 Centrax Permit Number: 13 -SC- 1129552 OSTDS Number: 230 NE 107 St Miami, FL 33161 Lot: 10 Block: 15 Subdivision: April 06, 2010 Dear Applicant: This will acknowledge receipt of an application dated 04/05/2010 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. This permit is granted for construction of a wooden deck that will have no impact on the unobstructed area If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: iverg = r Sincerely, Jos Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 Fax: (305) 623 -3645 Ana M. Viamonte Ros, M.D., M.P.H. State Surgeon General sneer Specialist II ... ........ ero e • . • ........ 3 7 St) .• .• LsLA 1 tc.-Tvdx-- 4P4-- /6 4J ... • •. do • e .�s • • 64 • . • I 0) ........ ..... • 0 *7 Ir_t Edward A. $ P.E. 0038398 6 - - LANDERS P.E. (305)823-3938 CONSULTING ENGINEE f Of ()It-1 ., • c 41■0. •••■■ I at t IJ 1 S V r_ %.1 • 41mo. CA) ■■■••■ • • • • • • C kJ ... • • • • • • • • • • 01• • • 1' • • 3 • • • • • • • •• O P - • • 1 • • • • • • • •• • • • .•• • • • • • - • • • • • • : • • • • • • • • I ( ••R .0 • CONSULTING ENGINEERS (305)823-3938 • • • • • • • • • • a Zef 44-0.24)u(ot4A •,• .................. Edward A. LANDERS, RE. CONSULTING ENGINEERS ... MX/398 (305)823-3938 C A 4 -77A - 0 restai •■ ....... ... ...... .• • • ..... ... • r ... •• ..... 0 • • . • ............ • ••••• • th • • • • • • •••• - • • • • Iv • 4• • •• 14 .4 • • • • • ::;. • 4 • • • • • • ............................ • ....... .• • 4•4••••• • •••• • • • • • • ••••• wwww • • • • eolith we • ••••• • • • • • • • • t • • • • • • • • • • • : • . • • • ••••••: •- • • • -.- • •••••• • so • • ••••• • • • • .. . • Edward A LANDERS, P.E. CONSULTING ENGINEERS r ■ 0. (305)823-3938 CA-a 411111111•1■1111■1 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs.) Fasteners Dimension Double Single Fasteners Gravity Loads 100% uplift Loads 160% Product Code W H BS Joist Size Header Header Double Single Joist L 1217 Single & Double Size Size Header Header Headers 2x4 2 -2x4 2X4 6 -10d 4-10d NVJH24 1 /8" 3 3 2x6 2 -2x6 2X6 6 -10d x 1 x 1 744 744-2x6 10 -10d 6 -10d NVJH26 1 5" 3 - 6. 2x6 10-lOd x x 24 1240 821 �'"Zx8 2 -2x 2x8 11 / 1 2x8 2 -2x8 2x8 14-10d 7 -10d NVJH28 1 6 3 2x10 2 -2x10 2x10 14 -10d x x 1736 1736 1079 2x12 2 -2x12 2x12 1 1 Joist Size Header Size Fasteners Allowable Loads (lbs.) Header Joist Gravity Uplift 2x6-8 2 2-2x10 2 -2x12 14 6-10d 1758 1108 14-16d 6-16d 1875 1279 Legg rc ews 6-16d 800 1217 Notes: BS Y° w NVJH 26 as shown NVJH 24 & 28 similar but with different holes: 18 Ga. NVJH Joist Supports 1 Y" Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on the above schedule. 2) This table is based on Miami Dade County NOA #08- 0828.02 and Florida Approval 2047R3. • • •••• • • • • •• • •••• • • • • • NVS0236 16 Gauge Heavy Duty Face Mount Jo& :Ha r •••• •••• X1 &• • •••• • 0 .o . • 1) Use all specified fasteners in schedule to achieve values indicated. 2) See General Notes, page 01. 3) This table is based on Miami Dade County NOA # 08- 0828.02 and Florida Approval 2047R3. 14 BOLT HOLES 1/2" DIA NAIL HOLE 3/16" DIA •• •• • • • • • • • • • • • • • 96. NVS0236 16 GAUGE Condition Gcipi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Gust1 Gust Factor 11,e4': 04,;: ,.1 RigidStructures , ..,: , ' --, ; For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 vow „ -. 4 : =- .”. ., Vitt40010K ,. 0 ... r:i.e.,.:-,:tg Zmin ,- 4.feetzvoT • - - . 6 1V ) ft lzm Cc * (33/z)"0.167 • • 12-2-,24 • • . • Lzm 1*(zrn/33)^Epsilon 4212V ft Q (1/(1+0.631(B+Ht)/Lzm) 0.•9J/i4 • • • Gust2 0.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*Izm lame . • • . G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used C 025 • • 9 WINDO5 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 230 ne 107TH STREET, MIAMI, FLORIDA Userin Iata Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir (L Building 146 1 0.3 1.2 Monoslope 0.85 12.00 17.00 14.50 50.00 85.00 mph Hz :12 Deg ft ft ft ft ft Type of Structure HeighVLeast Horizontal Dim I 0.29 I No Flexible Structure " .1,; aLs Importance Factor Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = zg = At= Bt = Bm = Cc = 1= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • • • • • Fig 6-5 Internal Pressure Coefficients for Buildings, Goofs . • • Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • • • • • • • • • • • • • • • • 4/7/2010 • • • • Page No. 1 of 4 • • • • • • • • • • • Elev 0 Kz Kzt qz Ib/ft ^2 Pressure (Ib/ft^2) 2.01 *(15 /zg) ^(2/Alpha) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip-ft) 17 0.87 1.00 40.43 20.40 34.58 ' -19.14 -4.96 39.54 3.95 3.95 15 0.85 1.00 39.37 19.69 33.86 - 19.14 - 4.96 38.82 33.07 285.59 r$ s 9 , ' u` ��V `F� @ ', h' ry , y fl, � W Y j '4,,: .. Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*v ^2 *I *Khcc *Kht*Kd 39.37 psf WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients. Cp Loads on Main Wind -Force Resisting Systems (Method 2) L z L Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • • Roof Area (sq. ft.) Reduction Factor T c 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 85 ft wall) Side Walls 1Zd �s rt>1a1. tci: = 1.0 for Dist from Windward Edge: 0 ft to 29 ft - Max Cp Dist from Windward Edge: 0 ft to 7.25 ft - Min Cp Dist from Windward Edge: 7.25 ft to 14.5 ft - Min Cp Dist from Windward Edge: 14.5 ft to 29 ft - Min Cp -0.18 -0.90 -0.90 -0.50 -13.11 -37.21 -37.21 -23.82 1.06 -23.03 -23.03 -9.65 4/7/2010 • • * • •••• • • • • •• • •••* • • • •••• • • • • •••• •••• • • • •••• • • •••• • •. • • • • • • • • •• •• •• • • • • • • • • • • • • • •••• • • • • Developed by Meca Enterprises, Inc. copyright 2006 EDWARD A. LANDERS, P.E. Page No. 2 of 4 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpf qh (Psf) Min P (psfl Max P (Psf) 1 0.40 0.18 -0.18 39.37 8.66 22.84 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.29 0.18 -0.18 39.37 -18.51 -4.33 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.61 0.18 -0.18 39.37 16.93 31.11 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 - 13.78 4E -0.43 0.18 -0.18 39.37 -24.02 -9.84 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Dist from Windward Edge: > 29 ft -1.30 -50.60 -36.42 �2cio# �� Parallel to Rlel�e (Atl �t�} �- for�lirtd N Dist from Windward Edge: 0 if to 29 ft - Max Cp -0.18 Dist from Windward Edge: 0 ft to 7.25 ft - Min Cp -0.90 Dist from Windward Edge: 7.25 ft to 14.5 ft - Min Cp -0.90 Dist from Windward Edge: 14.5 ft to 29 ft - Min Cp -0.50 Dist from Windward Edge: > 29 ft -0.30 _644:13$ ft,C# e -13.11 1.06 - 37.21 -23.03 -37.21 -23.03 -23.82 -9.65 - 17.13 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht*Kd Angle of Roof 0.85 = 1.00 39.37 1.2 Deg Transverse Direction Longitudinal Direction • • * p = qh * (GCpf - GCpi) Torsional Load Cases Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. •••• • • •••• • • •• •• • • • • • • • • •• • •••• • • •••• • •••• • •••• • • •••• •• • • •• •• • • • • • •••• • • •••• 4/7/2010 • • • • Page No. 3 of 4 • • • • • • • • • • • Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (1b/ft^2) Max Min Max Min UPLIFTS 0.00 0.00 JOIST 1 5 8.33 1 0.30 -1.00 18.90 - 46.4fs. JOIST 1 5 8.33 2 0.30 -1.80 111.90.. - 77796.. JOIST 1 5 8.33 3 0.30 -2.80 18!90 • - 117.3j WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft k4 Theta Ht Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a= 5 —> Double Click on any data entry line to receive a help Screen 5.00 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • .... .... • • • • • • .... .... .. • • • • • • .... .. • • • • • • .. • • 4/7/2010 • • • • • • • • • • .. • • • • • ..•• • • • • Page No. 4 of 4 r Inspection Number: INSP - 147233 Scheduled Inspection Date: July 01, 2010 Inspector: Perez, JanPierre Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Project: <NONE> June 30, 2010 Miami Shores, FL 33161- Contractor: ROSSI ELECTRIC LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: MC -12 -09 -2103 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1122310130670 Phone: (954)962 -1452 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 16 of 26 BUILDING PERMIT APPLICATION FBC 20 rfl Eci - j Permit Type: Contact Phone Value of Work For this Permit $ 300 Type of Work: Describe Work: ['Addition 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 Job Address (where the work is being done) L 0 (d7 E -mail Architect/Engineer's Name (if applicable) Phone # !r i a ***************************************F Submittal Fee'$ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ .00 Radon $ DPBR $ Double Fee $ Violation date: ff� Structural Review. $ Total Fee Now Due $ 8 - 1'00 CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side -+ MAR 2010 Permit No. MC-09 — ° 1.cD. Master Permit No. ®q /1 — 3 o Owner's Name (Fee Simple Titleholder) 147510/ Phone # 7�� Z 5 - 0131 Owner's Address J 3 Chi 1 07 c51 Cc-A City 17 ate,: S L 4, State eFe G Zip 3 ' 1 I Tenant/Lessee Name Phone # Email 51-4 City . Miami Shores Villa a County Miami -Dade Zip ` ) L FOLIO / PARCEL # Is Building Historically Designated YES NO x Flood Zone Contractor's Company Name ) S an +r i M 6Oo f Phone # Contractor's Address 3 4 Sly • / 4 1 S7 City rri ,1. a � c , t o L P 5 0 ( . x_ State F' -- Z i p 3 3 3 / 2. Qualifier Name 44 esPet---s-vy y Phone # State Certificate or Registration No. e 6 6 /37> °7e? 36 Certificate of Competency No. 9cei_ 6-6 2 - 33 7/ Square / Linear Footage Of Work: ❑Alteration :New ❑ Repair/Replace ❑ Demolition o * 9t9 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 certi 6.1 no work or installation has commenced prior to the issuance of a permit and that all work will be performe& to .meet the standards'• all laws regulating construction in this jurisdiction. I understand that a separate permit must be secu td for ELECT CAL WC1' °` UMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF11IDAVIT: 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 afier the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature Sign: Print: owledged before me this The foregoin ,s ent was ac day o 20 d0 , by who is personally known tome or who has produced who is personally known to me or who has produced NOTARY PUBLIC: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) As identification and who did take an oath. My Commission Expires: ,,. ; �'''' Valeria Simoens .COMMISSION #DD809582 : ULY29 20 2 ******************4444**** **,**41 3e9t,4 ** Engineer Signature The fore:o ay of Sign: Print: NOTARY PUBLIC: ent was acknowledged before me thist 20 , by as identification and who did take an oath. My Commission Expires: .t• �" r p'%, Valeria Simoens _ � U �COMMISSION#DD809582 te d . ate ''n '' '' WWW.AARONNOTARXsnm Examiner Zoning Clerk checked CAA40 5 Miami Shores Village 0 3031 0' aiibi wilding Department !i . 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 An 2,fi NI Tel: (305) 795.2204 Fax: (305) 756.8972 f! , f� ; 4 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. \C C,' g \0 Master Permit Nol. RG 7-- © ?- ( 13 0 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL e (Fee Simple Titleholder) SEALS S El' O 0 I 1455A . ! ` ` :: / fie - 25 / r 013 (_ Owner's Address 2 S ( S City N:RW s4aees State {- 1 0 IC l -DA Zip 33 l r@ Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name ' S5 k e ec._ U c Contractor's Address l - + C i S City Qualifier Name State Certificate or Registration No.CAC ti 0 t {9 Contact Phone litnilett• "' °,ble) Phone # tietION 1 ATONaPAApi N abiluii M . ki_k0 7mits`i y srob, '' hliie +, Wot h irP li32,Ni Cil 54 ,wilaairm r • epnoe',e DAlteration wow .1 An {,yon .`rs3 Pa ga /k 9p Demolition Describe Work: Submittal Fee $ Z3o 9- 5r County Miami -Dade Zip 33 ( s f 6) E -mail S Certificate of Competency.No. ****** * * * * * * * * * * **** * * ** * * * * * * * * * * * ** *F * * * * ** * Permit Fee $ 1 5 t Phone # Zip Phone # Notary $ Training/Education Fee $ Scanning $ t 0 ' W Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Phone #Sf 2 — (t( �s�a�z- t452 C F$ * * *CE * *Wad CO /CC $ Technology Fee $ Bond $ Total Fee Now Due $ D See Reverse side - 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip .! + k 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 ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be / . . ved and a reinspection fee will be charged. Signatur or gent ent was acknowledged before me this 5 The fo day of i ( , 20 (0, by , who is personally known to me or who has produced A. . NOTARY PUBLIC: 1 ' Pl- - 'S • M ARGARITA f. WARNE I � 4 Notify Public • State of Rorida I @, • My Comm. Expires Jan 22. 2013 1 ( '•,ho Commission a 00 853789 ■ Sign: Print: My Commission Expires: I Z Z (i 3 APPROVED BY Contractor The foregoing instrument was acknowledged before me this ' day of pstin( , 20 1®, by who is personally known e b tbhLf1h as id r .,1 thigh) �'8t • : ?� Ida NOTARY PUB My Comm. Nikes Jan 22, 2013 •otam, Commission N 00 853189 Sign: e Print: elite- L,zp,-, My Commission Expires: t C Z� ( �3 q......74 ans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) www.ahridirectory.c)rg ; _ Certificate of Product Ratings AHRI Certified Reference Number: 1282749 Date: 3/25/2010 Product: Year -Round Air- Conditioner, Remote Air - Cooled Condensing Unit Outdoor Unit Model Number: SSX140361A* Indoor Unit Model Number: ASPF426016A* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240 -2006 for Unitary Air - Conditioning and Air_ Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, Independent, third party testing: Cooling Capacity (Btuh): 34600 EER Rating (Cooling): 12.50 SEER Rating (Cooling) 15.00 A *.following a rating indicates a voluntary rerate of previously published data, unless accompanied with a WAS which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on'this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certficate. Certified ratings are valid only for models and configurations listed in the directory at www.anddirectoryorg. TERMS AND CONDITIONS This Certfic ate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate° link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which Is listed below. 2009;Air Conditioning, Heating, and Refrigeration Institute Air Condifloning, Healing, and Refrigeration Institute CERTIFICATE NO.: 129139978689532000 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INbK AUU LTR L NSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YYYY) POLICY tXNIRATION DATE (MM/DD/YYYY) LIMITS A GENERAL LIABILnY COMMERCIAL GENERAL LIABILITY M PG87036 04/01/10 /EACH 04/01/11 OCCURRENCE $1000000 X PREMISES(Ea oc uence) $ 500000 CLAIMS MADE X OCCUR MED EXP (Any one person) $10000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n Icy n LOC PRODUCTS - COMP /OP AGG $ 20000 0 0 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ $ WORKERS AND EMPLOYERS' ANY OFFICER/MCER /M (Mandatory If yes, describe SPECIAL PROVISIONS COMPENSATION LIABILITY Y / N SIC0010592 03/25/10 �/ 03/25/11 WC SIAN - OfH- ( TORY LIMITS I ER R/PARTNER/EXECUTIVE EMBMB ER EXCLUDED? l f E.L. EACH ACCIDENT $ 100000 In NH) under below E.L. DISEASE - EA EMPLOYEE $ 100000 E.L. DISEASE - POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Electrical & Air Conditioning Work In Buildings rom:Dickinson Merrin FaxID: Date:4 /5/2010 12:18 PM Page: 1 Of 1 Rte® CERTIFICATE OF LIABILITY INSURANCE PRODUCER The Plastridge Agency -BRO 2100 N. Dixie Hwy. Boca Raton FL 33431 Phone:561- 395 -1435 Fax:561- 395 -4755 INSURED Rossi Electric, LLC Post Office Box 4866 Hollywood FL 33083 -4866 OPID SI 1 04/05/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Old Dominion Ins. INSURER B: Delos Insurance Group INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) NAIC # 40231 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) CANCELLATION Miami Shores Village Billing Department Attn: Arlenis Silvera 10050 NE 2nd Avenue Miami Shores FL 33138 -2382 MIAMIS1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ,few � lryi O 1988 -2009 ACORD CORPORATION. All ri g s reery � d. The ACORD name and logo are registered marks of ACORD 828 6843 CITY OF FT LAUDERDALE April 6, 2010 All Year Cooling and Heating, Inc 6781 West Sunrise Boulevard Plantation, FL 33313 Dear Sias: This letter is to confirm that your company will not be doing work at 230 NE 107 ST, Miami Shores, FL. Due to the revisions that have taken place All Year Cooling and AJ's Construction Group, Inc. have mutually decided to void the contract in regards to the above mentioned property. AJ's Construction Group, Inc thanks you and looks forward to working with you in the future. Sincerely, Alexan. • Rampy General Contractor AJ's Construction Group, Inc ...... Valeria Simoens `�°� . .,, .. CAMMISSION #D0809582 s�, .. o , "EXPIRES:JULY29,2012 � WWW.AARONNOTARxwm [ID CGC1507830 3096 SW 14" Street • Fort Lauderdale, FL 33312 • Phone: 954- 578 -3737 Cep: 954 -562 -3371 • E-mail: info®ajsc onstructiongroup.com 09:45:18 a.m. 04 -06 -2010 1 / 1 VANESSA RUS MY COMMISSION # DD6482I9 EXPIRES: April 09, 2011 1.800.3 FL No 'yDsciznt Co. April 5, 2010 Miami Shores Village Hall 10050 Northeast 2' Avenue Miami Shores, FL 33138 To Whom It May Concern: This letter is to inform you that there will be a change in the A/C contractor for the Hassan residence at 230 NE 107 ST. Due to the revisions that have taken place All Year Cooling will not be able to complete the job. Rossi Electrical, LLC will be the new contractor working at the above - mentioned property. Sincerely, Alexandra Rampy General Contractor AJ's Construction Group, Inc CGC1507830 3096 SW 14 Street • Fort Lauderdale, FL 33312 • Rhone 954- 578 -3737 Cell: 954 -562 -3371 • E info@ajsconstuctiongmup.com t U.S. Postal Service CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.come C 'A L USE FOOLI Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $11.44 $2.80 $0,00 $0.00 $3.24 0113 Postmark APMt =7 ZO1A Sent o or PO Box No. any, te, ZIP FL 3331 1 PS Form 3800, August 2006 See Reverse for 1mA, uctions Page 1 Report Prepared By: For Design Conditions: Miami; Latitude: 25; Indoor Summer temperature: 75 Winter temperature: 72 Relative humidity: 50 Building Component " Floor S Wall Window Window (2) N Wall Window 588 sq.ft. 4.3 sq.ft. Window (2) 7.8 sq.ft. Door 200 sq.ft. Leakage Summer 144 elm Leakage Winter 247 dm 442.9 sq.ft. E Wall Window 16.5 sq.ft. Window (2) 10.6 sq.ft. W Wall 429.2 sq.ft. Window (2) Window (3) Ceiling PeopleAtent Ventilation Lights Window 2,845 sq.ft. 732.4 sq.ft. 59.6 sq.ft. 8 sq.ft. Whole Building - All Components HVAC-Cale Hassan Benjoulloun 230 NE 107 St Miami Shores, FL 33161 12.3 sq.ft. 12 sq.ft. 16.5 sq.ft. 2,845 sq.ft. 4 people 60 cfm 580 watts Heat Loss and Heat Gain CalcuNim BY: Time 100 PM Sensible Gain (BTUH} 870 2,723 _ 365 551 146 • 266 7,384 9,504 0 1,522 1,288 827 510 511 , % .......... NO. 50573 r :* STATE OF : It 1) k "illomn0 Outdoor. Summer temperature: 90 Winter temperature: 47 Summer grains of moisture: 120 Daily temperature range: 15 Latent Gain (BTUH) 0 0 0 870 0 0 . ° 465 • • • • • • • • -0- 0 0 0 0 •••• 27,418 0 0 0 ' 0 0 • Total Heat Gain (BTUH) spoc■ 498 0 498 685 0 685 4,723 0 4,723 980 620 1,600 792 2,285 3,077 1,972 0 1,972 36,117 30,323 68,440 ( 6.6 tons ) 4.0 by HVAC Computer Systems Ltd. Leal calmdations estinate• way, actual lead .ay yd*bhef0d CORMUCtikl• dilf•MittOS. 1 3"RIZI APR 1 2 2010 Total Heat Loss (BTUH) 0 2,289 2,723 •••••• 1,639 ttr:: ,837.•:• 1:g•••: • 23A. . 414" 827 292 510 1,341 511 338 330 454 2,845 0 1,650 0 54,889 888 736-1101 • • • Project Name: Hassan Residence Builder Name: Street 230 NE 107TH STREET Permit Office: Miami shores village City, State, Zip: MIAMI SHORES , FL , 33161- Permit Number. 09 -1130 Owner. HASSAN BENJULOUN Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projected 2. Single family or multiple family Single -family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2681 7. Windows Description Area a. U- Factor: Dbl, U =120 138.63 ft SHGC: SHGC =0.70 b. U- Factor. Dbl, U=0.55 115.38 ft2 SHGC: SHGC =0.60 c. U- Factor. Dbl, U=0.80 78.00 ft• SHGC: SHGC4170 d. U- Factor. Dbl, U=0.80 17.47 ft2 SHGC: SHGC =0.60 e. U-Factor N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab-On-Grade Edge Insulation R=5.0 2681.00 ft b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation- Area a. Concrete Block - Int Instil, Exterior R =5.0 2280.00 ft b. N/A R= ft• c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 2681.00 ft b. N/A R= ft o. N/A R= ft 11. Ducts a. Sup: Interior Ret Interior AH: Interior Sup. R= 6, 600 ft• 12. Cooling systems (combined) a. Central Unit Cap: 66 kBtu/hr SEER: 14.090909090 13. Heating systems a. Electric Strip Heat Cap: 25 kBtu/hr COP: 1 14. Hot water systems a. Electric Gap 60 gallons • • '.••• EF:0.97 • b. Conservation features • • • • • •••• • • • None •••• • 15. Credits • CV, Ps*. • • •: Total As -Built Modified Loads: 62.77 Glass/Floor Area: 0.130 .... .130 . • . . PASS • • ` ////0„ Total Baseline Loads: 75.92 • • • • • 111Y n //S y. .• .. • �0 1 hereby certify that the plan l spec 'a'ti cove tl' br this calculation are in compilitalrwitlf the 1 • • E f lfy = Code. • . 5/� f /' � � -- Ag e... , PREPARED BY: ✓ �'�- •� =t;3 • W ; • • Review of the plans and • • specifications covered by this : . • / . f •�- � calculation indicates compliance • • � � .s. • with the Florida Energy Code. Before construction is completed , O�,�s ,� �-0 - DATE' 0 06 % !kV' • � this building will be inspected for compliance with Section 553.908 Florida Statutes. j'P -.• BUILDING OFFICIAL* '� °•. L ° •° �� ��' hereby certify that this building, �f 02)%pliance with the Florida Energy Code. t 'fIrrLLIILL ‘‘" OWNER/AGENT DATE* DATE" FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 4/12/201010 AM Fnernv(',aunere LISA - FIaRes7008 Pane 1 of 5 PROJECT Title: Hassan Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. HASSAN BENJULOUN Conditioned Area: 2681 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 230 NE 107TH STREET Permit Office: Miami shores village Rotate Angle: 0 County: DADE Jurisdiction: Cross Ventilation: Yes City, State, Zip: MIAMI SHORES , Family Type: Single -family Whole House Fan: No FL , 33161 - New /Existing: Existing (Projected) 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 Perimeter R Valise Area Tile Wood Carpet 1 Slab -On -Grade Edge insulation 294 ft 5 2681 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2904 ft• 0 ft• Medium 0.96 No 30 22.6 deg ATTIC •••• • • •• • .••• • • # Type Ventilation Vent Ratio (1 in) Area RBS "' Z1 C • 1 Full attic Vented 300 2681 ft• N • •••414 • • • • • • • • .••• •••• _ _ CEILING •• • ' • • • • • .. • .. • • • • V # Ceiling Type R Value Area Framir g f Truss Type • • 1 Under Attic (Vented) 30 2681 ft• 0:11 • • • •Wood • • • • • • WALLS �� •••• • • V # Omt Adjacent To Wall Type f - Value Area S R Value Fr S Absor. 1 N Exterior Concrete Block - Int Instil 5 717 ft 0 0.75 2 S Exterior Concrete Block - Int Insul 5 717 ft• 0 0.75 3 E Exterior Concrete Block - Int Insul 5 423 ft 0 0.75 4 W Exterior Concrete Block - Int Insul 5 423 ft• 0 0.75 DOORS Omt Door Type Storms U -Value Area 1 S insulated Wood 0.25 21 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Frame Panes NFRC U- Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N Metal Low-E Double N Metal Low -E Double N Metal Low -E Double N Metal Low -E Double S Metal Low-E Double S Metal tow -E Double E Metal Low-E Double E Metal Low -E Double W Metal Low-E Double W Metal Low -E Double Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.55 0.8 0.8 0.8 1.2 1.2 12 1.2 1.2 1.2 0.6 N 0.7 N 0.6 N 0.6 N 0.7 N 0.7 N 0.7 N 0.7 N 0.7 N 0.7 N 115.37 ft 1 ft 0 in 78 ft• 1 ft 0 in 7.75 ft 1 ft 0 in 9.72 ft 1 ft 0 in 59.58 ft 1 ft 0 in 8 ft 1 ft 0 in 16.5 ft 1 ft 0 in 13.54 ft 1 ft 0 in 24.5 if 1 ft 0 in 16.5 ft 0 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 it 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 0 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None None 2 3 4 5 -6 7 8 9 10 INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EqLA -- Forced Ventilation - Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 2532 7.08 139.0 261.4 0 cfm 0 cfm 0 0 GARAGE • # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Walttnsulation 1 154ft 154ft 26ft 8ft • ••• •• • 6 •••• • • . • COOLING SYSTEM • • # System Type Subtype Efficiency Capacity • , , P Flow • .. 4-IR Po t e s 1 Central Unit Central Unit None None SEER: 15 SEER: 13 36 kBtu/hr 30 kBtu/hr • • •101 cfm • • • 0!75 " !o cfm . • 0775 • •ReC' • a gisa 2 HEATING SYSTEM # System Type Subtype Efficiency Capacity ' buctless ....• 1 Electric Strip Heat None COP: 1 25 kBtu/hr False HOT WATER SYSTEM System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS V / - Supply --- -- Return -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 600 ft Interior 700 ft Default Leakage Interior TEMPERATURES Programabte Cooling Venting Thermostat: Y Ceiling E Apr X p Jan Jan Jan pq Feb Feb pC Mar Mar txI Apr Fans: C May May MaY 1xI Jun Jun Jul Jul Aug 7C Au g Sep Sep Oct X] Nov IXl Oct LX7 Nov Dec Dec Thermostat Schedule: HERS 2008 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 8 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 • • • • ..•• • • • •• • •••• • •••• • •••• • • • • • • • •.•• . •• • • • .• •• • . • • • •• • ••• • • •• • • • • •. • • • • • • • • • • • .. • • v • • • • • •••. • • • • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE9t Exterior Windows & Doors N1106.AB.1,1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints exterior wall panels at comers; 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. %/ between Floors NI106.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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings NI 106.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. 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. Recessed Lighting Fixtures NI 106.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" cleapnce•& 3" f h' • • ` i insulation; or Type IC with < 2.0 cfm from condit oea *ace, •. • • tested. •••• •••• • • • .7 ' Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between fleers! • • • Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combo, Iiop space• , • • , ' heaters comply with NFPA, have combustion air. - .4"..a • ;711 ,, COMPONENTS SECTION REQUIREMENTS • • • •, CHEW ' Water Heaters NI112.AB.3 Comply with efficiency requirements in Table N11:2.46,3. SAL, or clearly marked circuit breaker (electric) or cutoffIasf must bp.„ provided. Extemal or built-in heat trap required. ;•• t ‘ Swimming Pools & Spas NI112.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. / a/ HVAC Controls NI107.AB.2 Separate readily accessible manual or automatic thermostat for each system. J 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. FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 230 NE 107TH STREET MIAMI SHORES, FL, 33161- PERMIT #: 09 -1130 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) •• •• •• • • • • • • • • • • • • 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 (ft 7. Windows " a. U- Factor. SHGC: b. U- Factor: SHGC: c. U- Factor. SHGC: d. U- Factor. SHGC: e. U- Factor. SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. Description Dbl, U =1.20 SHGC Obi, U=0.55 SHGC =0.60 Dbl, U =0.80 SHGC =0.70 Dbl, U=0.80 SHGC=0.60 N/A Existing (Projected Single - family 1 3 No 2681 Area 138.63 ft 115.38 ft 12. Cooling systems (combined) 78.00 ft a. Central Unit 17.47 ft ft Insulation Area R=5.0 2681.00 ft R= tip R= ft 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed • • based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: 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 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Interior Ret: Interior AH: Interior b. Conservation features None • • • • • •• • ••• • • •••• •• •• • • • • • • • •• Insulation Area 2280.00 ft R= ft R= ft R= ft Insulation Area R =30.0 2681.00 ft R= ft R= ft Sup. R= 6, 600 ft Cap: 66 kBtu/hr SEER: 14.090909090 Cap: 25 kBtu/hr COP: 1 Cap: 50 gallons •••. EF:0.97 • • •••• • •••• • • • •••• CV, Pstat••••• • • • • •••• • • • • • •••• • • • • • • BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type: Mechanical �^-� • Owner's Name (Fee Simple Titleholder) i J� Ut. Ph 'gale)* tS 1 * m rs" Owner's Address , E V3 S- . City n'1`t t S- State FL . Zip 331 ■ Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) a,g 0 NE t to Sfi. City Miami Shores Village County Miami -Dade Zip 331 b t FOLIO / PARCEL # 1 Is Building Historically Designated YES NO Contractor's Company N a m e A L L 4 f Q C e ` W i ■ - 1 O ` l Tri N b , Phone # G Sll rSbF, y 6k-(4 . Contractor's Address GUS City L1lo State Z • Zip �336y Qualifier Name TV (b• Sm t TI -1 Phone # g S(4 OA)" L-1 CAJ L I State Certificate or Registration No. C (k COSCA00 ' Certificate of Competency No. C r1051 1 E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ e:21.150 Square / Linear Footage Of Work: Type of Work: ❑Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Lif-MaLl r( Ak C \Tloav72--_ C ICOO ,Tip, M tTSJ ITSH 1 # rbsiA ociw _ /,'2 3 , ***************************************F * *, , ** ** * * * * * *, *** *,� ***** ********** Submittal Fee $ Permit Fee $ 1'0 V o CCF $ I • C C Notary $ Training/Education Fee $ �. Technology Fee $ �, '1 L) Scanning $ 600 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 o See Reverse side -+ f 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 AN'1'IDAVIT: 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 '„ .roved and a reinspection fee will be charged Signature er o" Agent Contractor The fore ,oing ' . ; The foregoing instrument was acknowledged before me this 1 day o s a V e c �. :' �� � t t4 day of'PCem bfr, 20 0q, by ( 6 c5 m t ;h who is personally known to me or who has produced who • personally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 02/08/06) ment was acknowledged before me this as identification and who did take an oath. NOTARY PUBLIC: Valeria Siam COMMISSION #DD80 JULY 29, 201. ONNOTARkIt: My Commission Expires: APPLICATION APPROVED BY: !1 v /0 Plans Examiner Engineer Zoning BRAA4DE McLOUGHLIN NOD,''' PUBLIC °LORIDA 9350 Wes 10/2112013 Ateel1 /fit `t4 '`PROPOSAL We hereby subnitt specifications for O Equipment Installation 0 Indoor AIr Quality 0 Other Ail Year Cooling & Heating vuill furnish ail parts, labor and equipment necessary to facilitate the service checked above In accordance with the conditions and spe:iflcations listed in this proposal. Does not Include electrical upgrade unless stated. 0 Modify/New Supply Duct(s) 0 Modify/New Return Duct(s) 0 New Return Air Grill, Size: x plat System 0 Package Unit 0 Heat Pump 0 Straight Cool 0 Horizontal Application 0 Other 1 2 3 A8 Year t AI The Lomat 0 Duct Cleaning & Sanitizing # Vents # 0 UV Light eeoei 71- e#iiiti9to 9 NUM Condensate Drain Hook -Up Illi Primary 0 Secondary 0 New Condensate Pump 0 Auxiliary Drain Pan 0 Refrigerant Copper Liquid Line, Size: Liability and Workmen's Comp for Our Work Performed wfth _Twfsting Codes l3�(� ounting Hardware of Stand for Air Handler E7Hurricane Code Strapping 1 Year Warranty by All Year Heating & Cooling on work per- formed, and manufacturer's warranty on equipment unless other- wise stated below Labor provided by seller in this period is Monday through Sunday. Unit i Subtotal $ Permit $ Utility Rebate $ Man. Rebate $ Misc Credits $ Total Investment $ Balance Due $ TERMS: Balance Due All Year Cooffng & Hafting Rep. Signature MODEL niclan Upon Completion of Job ADDRESS CITY/STATE/ZIP E -MAIL 0 Electric Heat Size 0 Heat Recovery Unit 0 Of Systems 0 Attic 0 Vertical Application UNIT 2 eg' P 55.,/v 4r/ei..g,vce J License # CACO58159, 94CME1506X, U16711, 08E000413, ER0012903 PROPOSAL dri1P Aeeel4e; ` 1345 N.E. 4th Avenue • Port Lauderdale, Florida 33304 v7 Phone: (954) 566 -4644 0 Fax: (954) 867 -1290 �' " wwvtr .allyearcoolingandheating.cotn I - Z Est. 1973 with over 100,000 1rlstaUations HOME PHONE CELL PHONE INDOOR AIR IMPROVEMENT of Duct Systems 0 High Quality Air Filter Location 0 High Quality Air Cleaner Location RETURN & SUPPLY DISTRIBUTION 0 New Supply Grill, Size: x , 0 Seal Up Leaks In Ducts # 0 Modifications of: 0 Supply Plenum NEW EQUIPMENT '''—" ` SEER Qty• _ 0 Return Air Plenum 0 Replace Circuit Breakers 0 Use Existing Circuit Breakers 0 Air Handler Size 0 Air Condenser Size 0 Thermostat Wiring Conductor Amp 0 Electrical Upgrade Required 0 Electrical Supply Wire Sealtite to 0 Air Handler 0 Condenser 0 Panel Brand Customer Signature Brand Brand Electrical Disconnect Box Manufacturer's Warranties r 0 Compressor 7' Years 0 Labor 0 Condenser Years 0 Parts J ® Evap. Coil Years 3'1/6/ Existing Electrical to Code 0 FPL LD Mgmt. In -line Float Switch 0 Auxiliary Float Safety Switch 0 T of Thermostat - Specify Type indher Resistant Vibration, Isolation Pads LTi Year 2 Visit Maintenance Agreement 0 5 Year Extended Warranty 0 10 Year Extended Warranty 0 Refrigerant Copper Suction Line with Insulation, Size: 0 Length of Run New or Existing Copper 0 Refrigerant Line Cover Smoke Detector-Existing/New 0 Straps 0 Crane / Genie Lift 0 Extend Slab 0 New Slab 0 Labor Needed Years Years INVESTMEN:r BREAKDOWN Date SEE REVERSE FOR TERMS AND CONDrTIONS 904.7 — 905.3 VENT TERMINAL For SI: 1 foot = 304.8 mm. .-10' TO PROPERTY LINE I P 10' ABOVE AVERAGE GRADE Figure 904.6 SIDE WALL VENT EXTERIOR WALL — TURN -DOWN — RECOMMENDED WITH BEEHIVE SCREEN TO MINIMIZE POSSIBILITY OF BLOCKAGE 904.7 Extension outside a structure. In climates where the 97 percent value for outside design temperature is less than 0 °F (- 18 °C), vent pipes installed on the exterior of the structure shall be protected against freezing by insulation, heat or both. • A vent pipe located outside a building increases the likelihood of frost closure in colder climates. To prevent a buildup of frost on the inside of the vent pipe, it must be protected when located on the exterior of a building located in cold climates. When provided with adequate insulation, the heat of the vent gases and vapors can be relied upon to prevent frost from developing in the vent pipe. SECTION 905 VENT CONNECTIONS AND GRADES ❖ This section contains installation requirements for all dry vent piping. 905.1 Connection. All individual, branch and circuit vents shall connect to a vent stack, stack vent or extend to the open air. Exception: Individual, branch and circuit vents shall be per- mitted to terminate at an air admittance valve in accordance with Section 917. • This section further emphasizes the requirement that all vents are to extend to the outdoors. This can be accom- plished by connecting to a vent stack or a stack vent that extends outdoors and terminates to the open air (see commentary, Section 903.3) or by extending these vents independently to the outside. This prevents sewer gases from escaping into the building. The exception recog- nizes the use of air admittance valves in alternatively 312 engineered plumbing systems complying with the pro- visions of Section 917. The exception limits the use of air admittance valves to individual, branch and circuit vents and does not allow their use on vent stacks and stack vents. 905.2 Grade. All vent and branch vent pipes shall be so graded and connected as to drain back to the drainage pipe by gravity. • Vents commonly convey moisture vapor from the drain- age system and such vapor can condense in the vent piping. Also, rainwater can enter a vent system at the vent termination. Therefore, the vent must be graded (sloped) to drain to the drainage system, thus preventing any accumulation of condensate or rainwater. The slope of a vent pipe does not affect the movement of air inside the pipe. A vent pipe that is not sloped or that has a reverse slope has the possibility of either partially or completely filling with water, thus making the vent less efficient or even inoperative (see Figure 905.2). An amount of slope is not specified; therefore, only enough slope to promote drainage is required. Vent piping must be adequately supported to maintain slope and prevent sagging. Vent piping must be installed with- out dips and trapped low points that can collect water. 905.3 Vent connection to drainage system. Every dry vent connecting to a horizontal drain shall connect above the center- line of the horizontal drain pipe. + When drainage enters a pipe, it is naturally assumed that the liquid proceeds down the pipe in the direction of flow. Being a liquid, however, the drainage seeks its own level and may move against the direction of flow before reversing and draining down the pipe. When this occurs, 1997 INTERNATIONAL PLUMBING CODE COMMENTARY BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) Value of Work For this Permit $ Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder 451/100,•/ Phone # k Z s+ ' 01 Owner's Address c:2.2 o dfJ' City 114 1 4t r S /fodL&r State f L- 3o /t E /0 . City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- - 6/3 - 670 Is Building Historically Designated YES NO /C /3043.0 Zip 33/‘/ Phone # Permit No. _0_0:lap Master Permit No.'— l l 3 Zip 23/6/ Contractor's Company Name Co PP e (` i ecklk Et .. r ` e. e T n e . Phone # S C,2 1 - 5 (4 °) - 760 Z Contractor's Address 30( ( P r bi- City Lex v1 ken tA-- State Fl.... Zip '3`3 Li (p 2 Qualifier Name C.tti e . 3 Q> ` % \-tx. ► Phone # 5'19 t 54 3 7 (p O 2 State Certificate or Registration No. e C , Certificate of Competency No. E - MAIL: C'50e' 'c e ticb'e.ekt, - e)S Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: e A- J 9 Joe-F'/ C . 6L49-4e, ******** *** * * * * *** *** * ***** ** ** * ***** ** F * * * * * * *** ****** * * **** * ** *** ** ** Submittal Fee $ Permit Fee $ 7 re ® CCF $ V 40 CO /CC Notary $ Training/Education Fee $ 1 • 150 Technology Fee $ 1 Scanning $ (7)' CC) — Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3 4 10 See Reverse side -> Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature "A - orA g ent The fore trument was acknowledged before me this day , 0� who is personallvJcnown to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 02/08/06) APPLICATION APPROVED BY: Y 29, 2012 Print: 4-1 tse t3c� n e ...4 .I... WWW.AARONNOTAR Rom My Commission Expires: /�,s°hot,.3 ************************* ** * * ** ****************'**********11 ************** ******************************* Contractor The foregoing instrument was acknowledged before me thiss / 5 day of )1),,wnth.Ut. 200 , by nE�etc hers (tor who i ers 1iy known to mar who has produced as identification and who did take an nath NOTARY PUBLIC: DENISE BRUNNER MY COMMISSION #►0D849406 EXPIRES: JAN 05, 2013 Bonded through 1st State Insurance '70 Plans Examiner Engineer Zoning COFFERHE AD 1 LI CTK1C INC. Proposal For: AJ Construction Group, Inc. 4300 N University Drive, Suite D Lauderhill, F1 33351 Project Name: Hassan Residence Bid Documents: MEP Engineering Designs Doral, Fl Permit Set, no revisions Project Price: $8,300.00 306 W Falco 5t, Lantana, 11 33+62 rhone: 561-317-2479N Fax: 561 - 828 -3807 Inclusions: 1. Electrical provisions as per plan. 2. Supply and installation of (7) new unspecified recessed lights and (1) 2 lamp fluorescent strip for closet. 3. Upgrade of existing service as indicated. 4. Supply and installation of new panel as indicated. 5. Permitting and inspections, fees not included. Not included: 1. Permitting fees. 2. Concrete and drywall cut/ patch 3. Coach light fixtures by others. Created By: Edward Brunner Date: 12 /21/09 EC13003099 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDIYYYY) POUCY EXPIRATION DATE IMMIDD/YYYY) UMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 3766P9141 7/22/2009 7/22/2010 EACH OCCURRENCE $ 1,000,000 X PR ( RENTED PREEMI E MISES (Ea occurrence) $ 100 , 000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5, 000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG POUCY PRO- J LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/D(ECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LIABILITY YIN WC STATU- OTH- TORY UMITS ER E.L. EACH ACCIDENT $ EXCLUDED? E.L DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS below EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS City of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE C Macoviak /CHERYL ^-'•tom "c ..Q. ' - ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER (561) 732 -9305 FAX: (561) 364 -9848 Harvey E. Oyer Jr. Inc. 511 East Ocean Avenue Boynton Beach FL 33435 INSURED Copperhead Electric, Inc. 306 W. Palm Street Lantana FL 33462 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Travelers Ins Co INSURER B: INSURER C: INSURER D: INSURER E DATE (MMIDDIYYYY) 12/18/2009 NAIC # COVERAGES CERTIFICATE HOLDER ACORD 25 (2009101) INS025 (20E901) CANCELLATION © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address 2 r 30 A ) F_ / r)? ST City (Y\ 1(ll rr�� � Y ! t;S state X14 Tenant/Lessee Name Phone # E - MAIL: 1 Job Address (where the work is being done) 2 3 (9 / E I&) 1 City Miami Shores Village County Miami -Dade Zip 3 3 I ( l FOLIO / PARCEL # 7) ` Z 3 - 5 I 3 ° 0 Is Building Historically Designated YES NO, Contractor's Company Name J exijdefzdo /E Contractor's Address 322-1 S k! 2o aT Value of Work For this Permit $ Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � ®® C � Architect/Engineer's Name (if applicable) Res-I-PI Permit No. Master Permit No. zip 3 -5 / hone # ne 951 os -tZZ'' Zip 3 3 7_ City. L-�.1 4_ State Qualifier Name V. v oY , vt State Certifi or Registra� J Certificate of Competency No. E -MAIL: V `�rG.7C T L �.� S' - Phone # 7 37' -s"°6 ZZ I Phone # Square / Linear Footage Of Work: Type of Work: [Addition ❑Alteration ❑New ❑ Repair/Replace Describe Work: P/thebi 443 rj a. Z`" hr4v', ss /N ❑ Demolition **************************************w*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ �( 5 CCF $ L1 /CC Notary $ Training/Education Fee $ ) ' QQ Technology Fee $ Scanning $ 3' Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Zoning $ Total Fee Now Due $ 2IQ'0C See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be 'proved and a reinspection fee will be charged Signature 1 "., . gent Signature Contractor T h e f o r e g o 4 11 1 en was acknowledged before me this'd( The foregoing ent was acknowledged before me this day o � - a1 ( #Alf by day of 2002, by 13 l / 1 / c who is personally known to me or who has produced who is personally known to me or who has produced iL, As identification and who did take an oath. Pr/ Ue cf Llrelteas identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * * * * * * * ** APPLICATION APPRO (Revised 02/08/06) NOTARY PUBLIC: *:. ** ** * ** z * * Sign: s eria Simo I ,N #DD809 tit, , 9 .".4,0. " EXPIRES: JULY 29, 2610/ Commission Expires: • 4�GF F * * * * * * * *M OM9283* * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning '0. C.. nannse®n Expires 5/612011 1 4 gW' Florida Nolar/Assm, Ina 954 828 6843 CITY OF FT LAUDERDALE niCC,cONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. V State License B. .,,. Opp ational License C. Liability Insurance Certificate D. Workers Comm Insurance or Exemption Qualifier Name: 2009 -12 -17 16 :43 FT LAUDERDALE C 954 828 6843 a*i Sh,us't/d qe $, OA, Dy l ome ono NE 2"d Avetmani Shores, Fl 3313 Phone 3054954204; Fax 3054624253 www.m bndaltor�sviNage.ca m 4NT CTOR t #CEJ4ING1 R491STFOTIgli Rg4UIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: T•TH Mimi Shores Village 10050 NE 2 AVE Miami Shores, Fl 33138 ALL PERMIT APPLICATION REQUIRE TIE QUALIFIERS NOTARIZED SIGNATURE Business Address: 21 W I • F4 3 31Z Business Telephone: 0 'COS (02 1 Fax Number Page 1 L abed N90 OD DO NMO?J8 8S :LL LL ZL CERTIFICATE OF L PRODUCER D.C. Drown and Co. P O. Box 21730 Ft. Lauderdale, FL 33335 -1790 Ph** (954)5237001 Fax (954)523 -7284 INSURED Lauderdale's Best Plumbing 3221 SW 20th Street Fon Lauderdale, FL 33316 COVERAGES TH1, POLICES OF INSURANCE USTED HAVE BEEN ISSUED TO THE W SURF ANY REQUIREMENT. TERM OR CON011 TON OF ANY CONTRACT OH OTHER MAY Pt.H1 AN. THE INSURANCE AFFORDED BY THE POLICES DESCRIBED POLICIES AGC HtC,ATE UMWS SHOWN MAY HAVE BEEN RFFOUGU) BY PAS INSR AGGL AMINES A n n u TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY COMMERCWL GENERAL LIABUTY ❑❑ CLAIMS MAJ E 56 OCCUR I ,j ❑ GEN'I AGGREGATE UMW APPLES PER ❑ POLICY � PROJECT f LOC AUTOMOBILE LIAMLITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS 0 GARAGE unwire ANY AUTO BXCESSMMORELLALIABILITY ❑ OCCUR 0 CLAM MADE U DEDUCTIBLE ❑ RETENT10N S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRB, r OR / PARTNER / LXECUTIVE OF FILER /MEMBER .R EXCLUDED? E Yom, desalbo under SPLGIA. PROVISIONIS babes OTHER CERTIFICATE HOLDER CP61054961 Miami Shores Village Building Department 10050 NE End Avenue Miami Shores, FL 33138 ACORD 2$ 1� OF Trvdand 1:0.1. ILITY INSURANCE D , ; THIS CERTIFICATE iS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR O ,TER THE IQVE14GE AFFORDED DY THE POLICIES BELQWG INSURERS AFFORDING COVERAGE NAIC # amaA Scottsdale INSURER 4 friftLEER C: N$URk R D INSURER F INSURER F: NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING DOCUMENT WITH RESPECT 10 WHICH THIS CERTIFICATE MAY BE MUM OR *FEIN G 8uu,ILCT TO ALL THE TERMS, EXCUISIONS ANff CONDITION$ Op SUCH f CLAIMS. POUGY EFPEcnvE POLICY EXPIRATION MICCJYY DA 5 QIMJDCAM 08/13/09 DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CANCELLATION 08/13/10 Cact LIMITS EACH OCCURRENCE D AMAGE TO RENTED n TORY Ii [ s d i E.L. EACH ACCT E L DISEASE •. EA EMPLOYEE 4. DISEASE - POLICY LIMIT 1 100,000. 5,000 1,000,000. 2,000 2,000,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES ME CANCELLED FORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENQEAY # TO MAIL 30 DAYS WRITTEN NORGE TO THE CERTIFICATE HOLDER NAMED1O; THE LEFT, BUT FAILURE TO DD S0 SHALL IMPOSE NO OBLIGATION ON LIAR iTY OF ANY KIND UPON TNB INSURER ITS AGENT$ OR REPRESENTATIVE®. IWTNORIZED REPRESENTATIVE ACORD CORPORATION 1996 :W083 1S:9T -LT -930 Lauderdale's Best Plumbing 3221 S.W. 20 Street Ft. Lauderdale, FL. 33312 Office 954- 805 -6221 FAX 954- 327 -1982 Proposal # 213 Page 1 12/18/09 LIC# CFC1427594 **** ded4akaUAadT. ir6rdeiri *iE******** sir******** dr/ B****` n64riririr4r**** 4+ Y*ir+ Ye4de# rirdn4iFir**** e44hskiadriri 4r******WdnYfe9F*9r******** i*fteoh** Submitted To: AJ=S CONSTRUCTION GROUP, INC. Job Name: HASSAN RES. 3096 S.W. 14 ST. Job Address: 230 N.E. 107 ST. FT. LAUDERDALE, FL. 33312 MIAMI SHORES VILLAGE, FL. 33161 954 -562 -3371 WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: THE PLUMBING INSTALLATION ASPER PLANS DATED - 08/18/09 1. THE SANITARY SYSTEM TO BE PVC DWV PIPE AND FITTINGS AND WILL RUN INTO EXISTING DRAIN LINE UNDER FLOOR SLAB. 2. THE COLD WATER DISTRIBUTION SYSTEM TO BE COPPER TYPE "L" AND WILL TIE INTO EXISTING 3. ALL PLUMBING FIXTURES- I.E. TUB VALVE, CLAW TUB, LAV. SINK AND FAUCET ALL FINSIHES ARE TO BE SUPPLIED BY OWNER. 4. REMOVAL OF EXCESS DEBRIS OR FILL MATERIAL FROM JOB SITE TO BE BY OTHERS. 5. FIREPROOFING OF PLUMBING PENETRATIONS TO BE BY OTHERS. 6. LAUDERDALE 'S BEST PLUMBING TO SUPPLY ONLY THOSE ITEMS REQUIRED PLUMBING CONNECTIONS TO SUPPLIED FIXTURES. 7. NOTE: THIS PROPOSAL DOESN'T INCLUDE THE PLUMBING PERMIT FEES. WHEN THE CITY OR COUNTY DETERMINES THE AMOUNT OF THIS FEE, OR FINDS AND PENALTY THAT AMOUNT WILL BE BILLED TO THE GENERAL CONTRACTOR. PAPE 1 OF 2 AUTHORIZED SIGNATURE Lauderdale's Best Plumbing 3221 S.W. 20 street Ft. Lauderdale, FL. 33312 Office 954- 805 -6221 FAX 954 - 327 -1982 Proposal # 213 Page 2 12/18/09 LIC# CFC1427594 *** * * * *** * ►***** * ** * * * ** * * * * * * * * * * * * ** * * * * ** * *, * .* ** * * * * * * * * *** * * * * * * * **** *, *** * * ***** • LAUDERDALE 'S BEST PLUMBING TO SUPPLY ALL THE REQUIRED PLUMBING CONNECTIONS TO OWNER SUPPLIED FIXTURES. • LAUDERDALE'S BEST PLUMBING IS NOT RESPONSIBLE FOR ANY BREAKAGE OR DAMAGE TO ANY UNDERGROUND UTILITIES, SEWER, WATER, ELECTRIC, PHONE, GAS, CABLE T.V. STREET LIGHTS, ETC. NOT MARKED IN ADVANCE OF THE PLUMBING WORK. • THE RESPONSIBILITY FOR SUCH MARKING SHALL REST WITH THE GENERAL CONTRACTOR Oil OWNER WE PROPOSE TO FURNISH MATERIALS AND LABOR - COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS, THE SUM OF: 5.000.00 PAYMENT TO BE MADE AS FOLLOWS: START DRAW @ $ 2,0.001 ROUGH DRAW @ $ 2,000.00 FINAL DRAW @ $ 1,000.00 All material is guaranteed to be as specified. All work to be completed in a workman -like manner according to standard practices. Any and all alteration or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the specified amount in the contract, All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and necessary insurance. Our workers are fully covered by work -mans compensation insurance. NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY LAUDERDALE'S BEST PLUMBING IF NOT ACCEPTED WITHIN 30 DAYS. 1, the undersigned, hereby agree that in the event of default in the payment of any amount due, and it this account is placed in the hands of any agency of attorney for collection or legal action, to pay an additional charge equal to the cost of collection including agency and attorney fees and court costs incurred and permitted bylaws governing these transactions. ACCEPTANCE OF PROPOSAL - THE ABOVE PRICES, SPECIFICATIONS, AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED. PAGE 2 OF 2 fr Inspection Number: INSP - 132158 Scheduled Inspection Date: July 16, 2010 Inspector: Hernandez, Rafael Owner: HASSAN, BENJELLOUN Job Address: 230 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: LAUDERDALE'S BEST PLUMBING Building Department Comments July 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: PL -12 -09 -2104 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310130670 Phone: (954)805 -6221 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 11 following pages were originally attached to plans with the following permit # 'RC, n9- /00 awk Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: AJ'S CONSTRUCTION Deliver To: 230 NE. 107 ST. MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following Pages or sheets covered by this seal: 0001 thru 0011 Total: 11 drawings Truss List Job Page: °` 1 of Date: 2/18/2010 Protect 10B08 Account No: Designer: mtm Salesperson Quote The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -05 per FBC 2007. Wind speed 146 mph.Exp. -C Category II: Importance factor =1.00. Truss Truss Truss 0001 CJ7 0002 H1 0003 HG1 0005 J3 0005 J5 0007 T1 0009 V15 0010 V3 0011 V8 Truss 0004 J1 0008 V11 J e MARTINEZ, P.E. Co Ming Engineer Civil/Structurat 24 E. 5th Street Hialeah, FL 33010 Phone (305) 667 -6797 (Ronda P.E. 031509) V , To: AYS CONSTRUCTION Production List Job Number. Page: 1 Date: 02 -18 -2010 - 10:36:55 AM Project ID: 10B08 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 230 NE. 107 ST. MIAMI SHORES,FL Account No: Designer. mtm Sales er. Quote Number Name: Phone: Fax: Tentative Delivery Date Profile: Ig Truss Id: Span: Truss Type: Slope: LOH ROH Built By: it 2 CJ7 38 lbs. each 7 - 0 - 2 2X4/2X4 MONO TRUSS 2.48 0.00 3 -9 -4 0 -0 -0 20 BF-Ea 40 Total 1 1 85 lbs. each 16 - 5 - 0 2X4/2X4 ROOF TRUSS 3.50 0.00 2 -8 -0 2 -8 -0 42 BF -Ea 42 Total 1 HG1 92 Ibs. each 16 - 5 - 0 2X4/2X6 ROOF TRUSS 3.50 0.00 2 -8 -0 2 -8 -0 47 BF -Ea 47 Total 4 J1 10 Ibs. each 1 - 0 - 0 2X4/2X4 ROOFTRUSS 3.50 0.00 2 -8 -0 0 -0 -0 5 BF -Ea 21 Total . = - 4 J3 18 Ibs. each 3 - 0 - 0 2X4/2X4 ROOF TRUSS 3.50 0.00 2 -8 -0 0 -0 -0 9 BF -Ea 37 Total 5 J5 22 lbs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 3.50 0.00 2 -8 -0 0 -0 -0 11 BF -Ea 57 Total 3 Tl 80 lbs. each 16 - 5 - 0 2X4/2X4 ROOF TRUSS 3.50 0.00 2 -8 -0 2 -8 -0 41 BF -Ea 122 Total ® 1 V11 35 lbs. each 12 - 0 - 0 2X4/2X4 ROOF TRUSS 3.50 0.00 0 -0 -0 0 -0 -0 17 BF -Ea 17 Total 1 V15 48 lbs. each 16 - 0 - 0 2X4/2X4 ROOF TRUSS 3.50 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 23 Total ., 1 V3 6 lbs. each 4 - 0 - 0 2X4/2X4 ROOFTRUSS 3.50 0.00 0 -0 -0 0 -0 -0 4 BF -Ea 4 Total 1 V8 21 lbs. each 8 - 0 - 0 2X4/2X4 ROOFTRUSS 3.50 0.00 0 -0 -0 0 -0 -0 11 BF -Ea 11 Total JOSE MARTINEZ, P.E. Consulting Engineer CiviIStructural 24 E. 5th Street ..s� aleah, FL 33010 one (305) 667 -6797 y / (Florida P.E. 031509) FEB 16 zaiu Job 1 101308 Truss CJ7 Truss Type MONO TRUSS Oly 2 Ply 1 ASS CONSTRUCTION GROUP Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek industries, Inc. Thu Feb 1810:53:10 2010 Page 1 -3-9-4 3-5-15 7-0-2 3-9-4 3-5-15 36-3 34 5 248 12 2x4 3x8 - 3 4 12 1-0 11 2 11 5$ Scale =1:20.1 6 3x8 = 7 1 2 -7 F 3x8 = 10 8 3x0 _ 0 7-0-2 3x4 = 7-0-2 Plate Offsets (X,Y): 12:0 -5. 11,0.1.8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2007 CSI TC 0.53 BC 0.39 WB 0.53 (Matrix) DEFL In (loc) UdefI Ltd Vert(LL) -0.08 2-8 >999 360 Vert(TL) -0.39 2-8 )197 180 Ho,z(TL) -0.00 8 nla nla PLATES GRIP MT20 2441190 Weight 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 4-1 -15 oc purfns, except end BOT CHORD 2 X 4 SYP SS verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9.3.8 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Loft 2 X 4 SYP No.3 24.0 REACTIONS (Iblsize) 2=53010-8-0 (min. 0-14), 8=43110 -2-0 (min. 0.14), 9410 -1-8 (min. 0-1-8) Max Holz 2=- 1491(LC 3), 9=1784(LC 3) Max Up11fl2=- 795(LC 3), 8=-501(LC 3) FORCES (Ib) - Maldmum CompressioniMmdmum Tension TOP CHORD 1 -11 - 17491828, 2- 11=- 17421828, 2 -12 -48851 388, 3. 12=4811371, 3.4= 437/ 384, 4-5=-105129, 54=- 1010, 5. 8=4481431 BOT CHORD 2- 18=- 5051423, 8- 18=- 505/423, 7-8=010 WEBS 1- 9=- 79811784, 4. 8=.4351519 NOTES 1) Wind: ASCE 7-05; 148mph (3-second gust); TCDL=9.0psf BCDL=8.0psf, h=10ft Cat. II; Exp C; enclosed; C-C Corner(3) -3-2-2 to 1-0-13, Exterior(2)1.0 -13 to 7-0-2; Lumber DOL=1.33 plate grip DOL=1.00 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 9. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 795 Ib uplift at joint 2 and 501 lb uplift at Joint 8. 5) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 11=-90 Trapezoidal Loads (pit) Vert 2=-2(F=9, B=9)-to-7=-35(F=4,13=4), 11 0(F=45, B=45)-to- 5= -151(F -30, B -30), 5=-151(F=40, B=-30)4o4=-158(F=44, Bx34) 2) IBC BC Live: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 1 -11 =30 Trapezoidal Loads (plf) Vert 2=-22(F=9, B=9)-to-7=-55(F=4, B=4), 11=0(F=15, B=15)- to-5x50(F =10, B -10), 5=-50(F=-10, Bx10)- to-8= -53(F -11, B•11) 3) C-C Wind: Lumber Increase==1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 11=191 • Hor :1 -11 -209 Trapezoidal Loads (pit) Vert 2=-1(F=5, B=5)-to-7=-21(F=4, B=- 5),11=-9(P2-100, B=100)-to- 12=44(F= -73, B=73),12=-25(F=-73, B=-73)-to-5=258(F=87, B=67), 5'290(F=67, B=67)- to- 8=306(F =75, B=75) Hors 11=9(F=109, B=109 )-to4=- 9(F=100, B=100), 2-9(F= 100, B=100)-to-12=49(F 80, B=80), 12=20(F 80, B=80)-to-3=-77(F=31, B=31), 3=-77(F=31, B=31)-to-5=-287(F=-73, B=73), 5=320(F =73, B=73 )-to4=- 337(F= -82, B=82) 4) 1st Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-11=-30 Continued on page 2 Job 10808 Truss CJ7 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. Truss Type MONO TRUSS Ply 1 Job Reference (optional) LOAD CASES) Concentrated Loads (Ib) Vert 10= -200 Trapezoidal Loads (plf) Vert 2=- 2(F=9, 13=9)-to-7=-35(F=-8, 13=-8), 11 0(F=15, B=15 )-to-5= -50(F =10,13= -10), 5=-50(F=-10, B=- 10)-to48 —53(F -11, 8=-11) 5) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pH) Vert 1- 11=-30 Concentrated Loads (Ib) Vert 8-200 Trapezoidal Loads (pit) Vert 2=-2(F=9, B=8 )-to-7=- 35(F=8, B=4),11=0(F=15, B=15)-to-5=-50(F.-10, 8= -10), 5=- 50(F= -10, B=-10)-to-13=-53(F=-11, 13=-11) 8) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-11=-30 Concentrated Loads (Ib) Vert 2= -200 Trapezoidal Loads (pit) Vert 2=- 2(F=9, B=9)-to-7=-35(F=43, B=- 8),11=0(F=15, B=15)-to-5=-50(F=-10, B=10), 5=-50(F=-10,13=-10)-to-8=-53(F=-11, B=-11) 7) 4th Moving Load: Lumber Incr1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1 -1130 Concentrated Loads (Ib) Vert 8= -200 Trapezoidal Loads (pit) Vert 2=-2(F=9, B=9)-to-7=-35(F=-8,13=-8), 11 0(F=15, B=15)-to-5=-50(F=-10,13=-10), 5=- 50(F= -10, 8=-10 )-to- 8=53(F -11, 8=-11) 8) 5th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pill) Vert 1- 11=-30 Concentrated Loads (Ib) Vert 7=-200 Trapezoidal Loads (pill) Vert 2=- 2(F=9, B=9)-to-7=-35(F=-8,13=-8), 11=0(F=15, B=15)-to-5=-50(F=-10, B =10), 5=-50(F=-10, B=-10)-to-8=-53(F=-11, B =11) AJ'S CONSTRUCTION GROUP 7.140 s Jun 24 2008 MiTek Industries, Inc. Thu Feb 1810:53:10 2010 Page 2 Job ' 7 101308 Truss J1 Truss Type ROOF TRUSS ply 4 Ply 1 AJ'S CONSTRUCTION GROUP 0004 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:58 -2-8-0 1-0-0 2010 Page 1 2-8-0 1-0-0 Scale =1:7.2 3 \X 2 ;\ 3.50 Fir 2x4 1 -3 23 I 1 1-5 e 5x8 = 1-0-0 1-0-0 Plate Offsets (X,Y): 12:0-2-4,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.00 2 =999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.00 2-4 =999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nla nla BCDL 10.0 Code FBC2007ITPI2007 (Matrix) Weight: 10 Ib TO LUMBER ORD 2 X 4 SYP No.2 TOP CHOR Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 100.0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=591105-0 (min. 0-1-8), 441/Mechanical, 3=- 2711MechanIcaI Max Holz 2=162(LC 3) Max UpiifY2=- 993(LC 3), 3=- 271(LC 1) Max Gray 2=591(LC 1), 4=209(LC 6), 3=488(LC 3) FORCES (Ib) - Maximum CompressionlMmdmum Tenslon TOP CHORD 1- 2=0148, 2- 3=- 167/227 BOT CHORD 2-0=010, 4-=-010 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL=9.0psf; BCDL=6.0psf, h=10ft; Cat. 9; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00 2) This truss has been designed fora 10.0 psf bottom chord live Toad nonc oncurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 993 Ib uplift at Joint 2 and 271 Ib uplift at Joint 3. 5) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 3=-90, 2 -4=-20 2) IBC BC Live: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pif) Vert 1- 3=-30, 2.4= -40 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pfl) Vert 12=155,2- 3=130,2 --12 Hors 1 -2= -173,2 -3-148 4) 1st Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 3=40, 2-20 Concentrated Loads (Ib) Vert 6=-200 5) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (off) Vert 1- 3=-30, 2 -4=-20 Concentrated Loads (Ib) Vert 2-200 6) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 3=-30, 24=-20 Concentrated Loads (Ib) Vert 4=-200 Job ' ' • 10B08 Truss J3 Truss Type ROOF TRUSS Qty 4 Ply 1 AJS CONSTRUCTION GROUP 0005 Job Reference (optional) BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:57 -2-8 -0 3-0-0 2010 Page 1 2-8-0 1 3-0-0 Seale =1:10.9 4 \ / 5x9 3 3.50 12 2 1'7 2x4 = 2-8 l y 1 7 5 1.9 2x4 = 3 Plate Offsets (X,Y): [2 0- 34,0 -3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (Ioc) Udell lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.00 2-5 >999 380 Mf20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.03 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2007 (Matrix) Weight 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purllns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.31 -5.8 REACTIONS (Ib/size) 4=- 18/Mechanical, 2=530/08-0 (min. 0 4-8), 5=28/Mechanical Max Horz 2=248(LC 3) Max Up11R4= -18(LC 1), 2=- 798(LC 3) Max Gray 4=41(LC 3), 2=530(LC 1), 5=228(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0148, 2- 3=- 115138, 3-4= -37110 BOT CHORD 2 -710, 5.7=010 NOTES 1) Wind: ASCE 7-05; 148mph (3- second gust); TCDL=9.0psff, BCDL=8.0psf, h=10ft; Cat. 0; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ib uplift at Joint 4 and 798 Ib uplift at joint 2. 5) This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-90, 2-5=-20 2) IBC BC Live: Lumber Increase=1.25, Plate Increasesl25 Uniform Loads (pH) Vert 1.4= -30, 2 -5=40 3) CC Wind: Lumber Increase=1.33, Plate Increase=1.00 Unworn Loads (pig Vert 1- 2=155, 2- 4=130, 2 -5=-12 Horz:1 -2= -173, 2.148 4) 1st Moving Load: Lumber increase=1.33, Plate Increase=1.00 Unifomn Loads (pig Vert 14=-30, 2-5=-20 Concentrated Loads (Ib) Vert 7=-200 5) 2nd Moving Load: Lumber increase1.33, Plate Increase=1.00 Uniform Loads (pH) Vert 1-4=-30, 2-5=-20 Concentrated Loads (lb) Vert 2= -200 8) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pig Vert 14= -30, 2-5=-20 Continued on page 2 Job + 10808 Truss H1 Truss Type ROOF TRUSS 5' P Ply 1 AJ'S CONSTRUCTION GROUP 0002 Job Reference (optional) BEST TRUSS CO, MIAMI, FL BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:52 2010 Page 1 -2-8-0 I 3-7 -15 I 7-0-0 9-5-0 12 -9-1 16-5-0 19-1-0 I I I I I 2-8-0 3-7 -15 3-4-1 2 -5-0 3-0-1 3-7 -15 2-8-0 Scale =1:355 4x5 = 40 = 4 5 3.5012 2r4. �� 3 ►� 14 2x4 = 1 �� 2x4. � a 0 . 15 n = 2x4 1 ' ■■ r. 1)-:.1.711 10 11 10 8 17 5x8 = 3x4 = 3x8 — 3x4 = 5x8 = 7-0-0 9-5-0 16-5-0 7-0-0 I 2 -5-0 I 7-0-0 Plate Offsets (X,Y): [4:0- 2- 8,0 -2-4], [5:0. 24,0 -2.4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress kw YES Code FBC20071TPI2007 CSI TC 0.59 BC 0.85 WB 0.08 (Matrix) DEFL In (Ioc) Udell Ltd Vert(LL) 0.08 9-11 >999 380 Vert(L) -0.31 2 -11 >618 180 Horz(TL) 0.04 7 nla nla PLATES GRIP MT20 2441190 Weight 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Structural wood sheathing directly applied or 5-0.15 oc purllns. 4.5:2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 7$2 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 2.111810 -8-0 (min. 0 -1.8), 7=111810.8-0 (min. 0-1.8) Max UpIUt2=- 1214(LC 3), 7 =1214(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0148, 2- 14=- 18811892, 3.14 =18221 910, 3.4=- 14511850, 4- 5=- 13701871, 5.8=-14511 850, 8.15 - 18221910, 7 -15=- 18811892, 7-8=0/48 BOT CHORD 2- 18=- 57711479,11- 18=57711479,10. 11=48911370, 9.10=- 489/1370, 917=- 57711479, 7- 17=- 57711479 WEBS 3.11 - 202190, 4- 11=0/250, 5- 9=01250, 98=- 202190 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3- second gust); TCDL= 9.0psf; BCDL=8.0psf, h=10ft; Cat. 11; Exp C; enclosed; C-C Corner(3) -2-5-9 to 1.8.7, Exterior(2)1.97 to 14 -10-9, Corner(3)14 -10-9 to 18-10-9; Lumber DOL=1.33 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other Ova loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1214 Ib uplift at joint 2 and 1214 lb uplift at joint 7. 6) This truss has been designed fora moving concentrated load of 200.01b dead located at all mid panels and at ail panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pIi) Vert 1-4= -90, 4 -5-90, 5-8=-90, 2-7=-20 2) IBC BC Live: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pig Vert 1-30, 4. 5=-30, 98=-30, 2 -7=-40 3) C-C Wind: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pig Vert 1-2=183, 2- 14= 158, 4. 14=93, 4.5=85, 5- 15=93, 7- 15=158, 7- 8=183, 2-7=-12 Horn 1 -2 201, 2 -14= 174, 4.14=- 111, 5. 15=111, 7- 15=174, 74=201 4) 1st unbalanced Regular: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pig Vert 1. 4=-90, 4- 5=-90, 5-8=-30, 2-7=-20 5) 2nd unbalanced Regular: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-4=-30, 4. 5=-90, 5 -90, 2-7=-20 8) 1st Moving Load: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert 1. 4=-30, 4-5=-30, 98= -30, 2-7=-20 Concentrated Loads (Ib) Vert 18=-200 7) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Continued an page 2 Job 10B08 Truss H1 Truss Type ROOF TRUSS 1 PIy 1 AJ'S CONSTRUCTION GROUP 0002 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:52 2010 Page 2 LOAD CASE(S) Uniform Loads (pit) Vert 1-4=-30, 4 -30, 5. 8=-30, 2-7=-20 Concentrated Loads (Ib) Vert 10= -200 8) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1 -30, 4-5=30, 541=-30, 2-7=-20 Concentrated Loads (Ib) Vert 17=-200 9) 4th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Unifomr Loads (pit) Vert 1. 4=-30, 4- 5=-30, 5. 8=-30, 2 -7 =20 Concentrated Loads (Ib) Vert 2= -200 10) 5th Moving Load: Lumber brcrease=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1 -30, 4- 5=-30, 5. 8=-30, 2-7=-20 Concentrated Loads (Ib) Vert 11 =200 11) 8th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pin Vert 1 -30, 4- 5=-30, 5- -30, 2 -7 =20 Concentrated Loads (Ib) Vert 95200 12) 7th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -30, 4- 5=-30, 5. 8=-30, 2 -7 =20 Concentrated Loads (Ib) Vert 7=-200 Job ' 101308 Truss HG1 Truss Type ROOF TRUSS 5' Ply 1 AJ'S CONSTRUCTION GROUP 0003 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810 :49:55 2010 Page 1 -2-8-0 5-0-0 8-2-8 11 -5-0 16-5-0 19-1-0 2-8-0 50.0 3-2-8 3-2-8 5-0-0 { 2-8-0 Scale a 1:35.5 8x10 MT16= 244 11 8x10 MT18= 3.50 F1i 3 4 5 15 °f 8 —. 11 1 2 1 Z a ■ *: 2x4 = ►�� 11 10 6 19.7.1 II .� 16 17 9 18 5x12 = 2x4 11 3x6 = 7x8_ 2x4 11 5x12 = 5-0-0 8-2-8 11-5-0 16-5-0 5-0-0 3-2-8 3-2-8 5 Plate Offsets (X,Y): [2:0.11 -2,0-1- 111, [3:0.5-12,0.24], [5:0 -5. 12,0 -2.4], [6:0 -11 -2,0-1 -11] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC20071TPI2007 CSI TC 0.88 BC 0.55 WB 021 (Matrix) DEFL in (lac) Ildefl Lid Vert(LL) 027 10 >690 360 Vert(TL) -027 10 >693 180 Horz(TL) 0.05 6 nla nla PLATES GRIP MT20 2441190 MT16 1711147 Weight 92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS •Except` TOP CHORD Structural wood sheathing directly applied or 3.1-5 oc purling. 3.5:2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing. BOT CHORD 2 X 6 SYP Not WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 2=164310-8-0 (min. 0-1 -15), 6=184310.8-0 (min. 0-1 -15) Max Up11R2=- 1961(LC 3), 6=-1961(LC 3) FORCES (Ib) - Maximum CompressionlMadmum Tension TOP CHORD 1- 2=0153, 2 -14= 334013123, 3.14=- 326813147, 34x 388313707, 4-9=- 388313707, 5-15 - 326613147, 015= - 3340/3123, 57=0/53 BOT CHORD 2- 16=-272213094,11 -16= 272213094,11 -17= -2741/ 3125 ,10-17 =2741/3125, 9-10=-274113125, 8-5=-2741/3125, 8-16=-272213094, 6-18d272713094 WEBS 3.11 - 2081409, 3. 1 4- 10=4551588, 5-10=-7181893, 5-8x2081409 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05;148mph (3-second gust); TCDL=9.0psf; BCDL=6.0psf; h=10ft; Cat. 6; Exp C; enclosed; C-C Automatic; Lumber DOL=1.33 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1961 Ib uplift at joint 2 and 1981 Ib uplift at Joint 8. 7) This truss has been designed fora moving concentrated Toad of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 Ib down and 463 Ib up at 11-5-0, and 321 Ib down and 483 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-3=-90, 3-5=- 142(F= -52), 5-7 =90, 2-11=-20, 8-11=-32(F=-12), 6-8=-20 Concentrated Loads (Ib) Vert 11=-321(F) 8x321(F) 2) IBC BC Live: Lumber Increase=125, Plate Incrsase=125 Uniform Loads (plf) Vert 1 -3-30, 3dw47(F =17), 5-7 -30, 2 -11 0, 8-11=-52(F=-12), 6-8=-40 Concentrated Loads (Ib) Vert 11=-148(F) 8=148(F) 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-2=183, 2- 14=158, 3- 14=93, 3.5=185(F=100), 516=93, 8. 15=156, 8. 7=183, 2-11=-12, 8-11=-19(F=-7), 6-6=-12 Horz:1- 2=-201, 2 -14 -174, 3. 14=-111, 5-15=111, 6-15=174, 57=201 Drag: 3-40-0(F -0), 4- 5-1(F=0) Concentrated Loads (Ib) Vert 11=463(F) 8=463(F) 4) 1st unbalanced Regular. Lumber Increase1.33, Plate Increase=1.00 Continued on page 2 Job 10008 Truss H01 Truss Type ROOF TRUSS Oty 1 Ply 1 AJ'S CONSTRUCTION GROUP 0003 Job Refenrnce (optional) BEST TRUSS CO, MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 18 10:49:55 2010 Page 2 LOAD CASE(S) Uniform Loads (p1) Vert 1- 3=90, 3.5=- 142(F= -52), 5.7 30, 2 -11 -20, 8.11=- 32(F= -12), 64=-20 Concentrated Loads (Ib) Vert 11=-321(F) 8=-321(F) 5) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.00 Unlomr Loads (p1) Vert 1 -3-30, 3-5=-142(F=-52), 5. 7=-90, 2- 11= -20, 8-11=-32(F=-12), 6-8=-20 Concentrated Loads (Ib) Vert 11=- 321(F) 8=- 321(F) 6) let Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -3-30, 3-5=-47(F=-17), 5- 7=-30, 2- 11 =20, 8-11=-32(F=-12), 6-8=40 Concentrated Loads (Ib) Vert 11=- 148(F) 8=-146(F) 16=-200 7) 2nd Moving Load: Lumber Increase:1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -3 -30, 3.5=- 47(F= -17), 5.7 -30, 2 -11 -20, 8-11 =32(F =12), 6-8-20 Concentrated Loads (Ib) Vert 11=-148(F) 8=-148(F) 17 -200 8) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pH) Vert 1 -3-30, 3 -5-47(F -17), 5.7 -30, 2 -11 -20, 8.11 =32(F= -12), 6-8=-20 Concentrated Loads (Ib) Vert 9=- 20011 =146(F) 8=- 148(F) 9) 4th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -3=30, 3-5=-47(F= -17), 5. 7=-30, 2- 11= -20, 8.11 =32(F= -12), 6-8-20 Concentrated Loads (Ib) Vert 11 =148(F) 8=- 148(F) 18= -200 10) 5th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -3 -30, 3-5=-47(F=-17), 5. 7=-30, 2 -11 -20, 8-11=-32(F=-12), 6.8= -20 Concentrated Loads (Ib) Vert: 2=- 20011=- 148(F) 8 -148(9 11) 6th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 3=-30, 3-5=-47(F=-17), 5. 7=-30, 2 -11 -20, 8-11=-32(F=-12), 6.8= -20 Concentrated Loads (Ib) Vert 11=-346(F=-146) 8=-146(F) 12) 7th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1) Vert 1- 3=-30, 3-5=-47(F=-17), 5.7 =30, 2- 11= -20, 8-11=-32(F=-12), 68=-20 Concentrated Loads (Ib) Vert 11= -146(F) 10=200 8=-148(F) 13) 8th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1) Vert 1 -3-30, 3-5=-47(F= -17), 5.7 -30, 2- 11 =20, 8-11=-32(F=-12), 6 -8=-20 Concentrated Loads (Ib) Vert 11 =148(F) 8=346(F= -148) 14) 9th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -3-30, 3.5=- 47(F= -17), 5. 7=-30, 2 -11 -20, 8-11=-32(F=-12), 6.8= -20 Concentrated Loads (lb) Vert 11 =146(F) 8=-146(F) 6=-200 Job 10B08 Truss J3 Truss Type ROOF TRUSS shy 4 Ply 1 AJ'S CONSTRUCTION GROUP 0005 Job Reference (optional BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 8 Jun 24 2000 MITek Industries, Inc. Thu Feb 1810:48:572010 Page 2 LOAD CASE(S) Concentrated Loads (Ib) Vert 5-200 Job 101308 • Truss J5 Truss Type ROOF TRUSS City 5 Ply 1 M'S CONSTRUCTION GROUP Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:57 -2-8-0 5-0-0 2010 Page 1 2-8-0 1 5-0-0 Scale = 1:14.5 3 3.50 W 2 1 -3 2¢4 = 2.4 1 B 4 1-5 Mil 3x6 = 5-0-0 5-0-0 Plate Offsets (X,Y): 12:0-3-15,0-0-7] LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.02 2-4 >999 380 MI'20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) -0.14 2-4 >393 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 nla nla BCDL 10.0 Code FBC2007ITPI2007 (Matrix) Weight 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc outline. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lblsize) 3=131/Mechanical, 2=581/0.8-0 (min. 0 -1-8), 4=461Mechanicai Max Holz 2=333(LC 3) Max Uplift3 - 206(LC 3), 2=- 800(LC 3) Max Gray 3=131(LC 1), 2=581(LC 1), 4=248(LC 6) FORCES (Ib) - Maximum CompressionlMaxlmum Tension TOP CHORD 1. 2=0148, 24= -97130 BOT CHORD 2. 8=010, 4.6=010 NOTES 1) Wind: ASCE 7-05;148mph (3- second gust); TCDL=9.0psl BCDL=6.0psf; h=10ft Cat. 0; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00 2) ThIs truss has been designed fora 10.0 psf bottom chord live Tomd nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 Ib uplift at Joint 3 and 800 Ib uplift at Joint 2. 5) This truss has been designed fora moving concentrated loaf of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord, nomwncun+ent with any other live loafs. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (p Vert 1 -3-90, 2-4=-20 2) IBC BC Live: Lumber Increase=125, Plate Increase=125 Uniform Loads (pli) Vert 1- 3=-30, 24=40 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pli) Vert 1- 2=155,2- 3=130,2.4= -12 Horz 1 -2= -173, 24-148 4) 1st Moving Load: Lumber hrcr1.33, Plate Increase=1.00 Uniform Loads (pip Vert 1 -3-30, 24-20 Concentrated Loads (Ib) Vert 6=-200 5) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pli) Vert 1 -3 -30, 24-20 Concentrated Loads (Ib) Vert 2= -200 6) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -30.30, 2.4-20 Concentrated Loads (Ib) Vert 4= -200 Job ' 10808 Truss T1 Truss Type ROOF TRUSS Qty 3 Ply 1 AJ'S CONSTRUCTION GROUP 0007 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:49:59 2010 Page 1 -2-8-0 4-5-10 8-2-8 11 -11-6 165-0 19-1-0 2-8-0 4 -5-10 3 -8-14 3 -8-14 4 -5-10 2-8-0 Scale =1:35.0 5x8 = 3.50 Hi 41 2x4 a 3 11 2 2x4 = ra 2x4 5 12 8 I -� 2x4 = n� 28 �� BB � r 7 1 _ice 13 8 14 5x8 = 5x8 = 5x8 = 8-2-8 16-5-0 8-2-8 8-2-8 Plate Offsets (X,Y): (8 0.4-0,0 -3-01 LOADING (psf) TCLL 30.0 TCOL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC20071TP12007 CSI TC 0.59 BC 0.73 WB 0.13 (Matrix) DEFL in (Ioc) I/deS Lid Vert(LL) 0.12 8 ) 99 380 Vert(TL) -0.41 68 1'458 180 Horz(TL) 0.04 6 nla nla PLATES GRIP MT20 2441190 Weight 80 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 5.0-10 oc outline. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 4 -11 -12 oc bracing. WEBS 2X4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 2=111810 -8-0 (min. 0-1-8), 6=111810.8-0 (min. 0-1-8) Max Uplift2=- 1475(LC 3), 6 =1475(LC 3) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1- 280/48, 241= - 169211701, 3.11=161611723, 3.4=4358 / 1485, 4-5= 135611485, 5.128- 1616/1723, 6128.1692/1701, 674/48 BOT CHORD 2-138.135111516, 6138.135111516, 6148.135111516, 614=135111516 WEBS 4-58- 52/398, 5.58- 340/345, 3.58- 3401345 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3- second gust); TCDL=9.0psf; BCDL80.0psf; h=10ft; Cat. 8; Exp C; enclosed; C-C Comer(3) -2-5.9 to 1$7, Exterior(2)187 to 4-2-8, Comer(3) 4-2-8 to 8-2-8, Exterior(2)12 -2.4 to 14 -10-9; Lumber DOL =1.33 plate grip DOL=1.00 3) This truss has been designed fora 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1475 Ib uplift at joint 2 and 1475 Ib uplift at joint 6. 5) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurent with any other live loads. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1. 4=-90, 4 -7 =90, 2 -6=-20 2) IBC BC Live: Lumber Increase=1.25, Plate Increase :1.25 Uniform Loads (plf) Vert 1- 4=-30, 4 -7 =30, 240 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 28183, 2-118158, 3.11=93, 3 '156, 45=156, 542=93, 6128156, 678183, 2-58-12 Harz: 1.2=.201, 2- 118.174, 3-11 8.111, 3.48- 174, 4-5 174, 5. 128111, 612=174, 67=201 4) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-90, 4 -7 =30, 2.8= -20 5) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1. 4=-30, 4- 7=-90, 2 -6=-20 6)) 1st Moving Load: Lumber Increase=1.33, Plate hmcrease=1.00 Uniform Loads (pit) Vert 1-4=- 30,4 -7 =30, 2-20 Concentrated Loads (Ib) Vert 13=-200 7) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1. 4=-30, 4 -7 =30, 2.8= -20 Continued on page 2 Job ' 10808 Truss T1 Truss Type ROOF TRUSS Qty 3 PIY 1 AJ'S CONSTRUCTION GROUP 0007 Job Reference (optional) BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 7. 140 8 .Jun 24 2009 MiTek Industries, Inc. Thu Feb 1810:49:592010 Page 2 LOAD CASE(S) Concentrated Loads (Ib) Vert 14=200 8) 3rd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p11) Vert 1-4= -30, 4-7 -30, 24-20 Concentrated Loads (Ib) Vert 2-200 9) 4th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p19 Vert 1. 4=-30, 4-7 -30, 2.8= -20 Concentrated Loads (Ib) Vert 8=-200 10) 5th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 UnNomm Loads (pit) Vert 1- 4=-30, 4-7 -30, 2.6= -20 Concentrated Loads (Ib) Vert 8=200 Job " . 10808 Truss V11 Truss Type ROOF TRUSS g Ply 1 AJ'S CONSTRUCTION GROUP Job Reference (optlonal) 0008 BEST TRUSS CO, MIAMI, FL BEST TRUSS CO. 7.140 s Jun 24 2009 Mrrek Industries, Inc. Thu Feb 1810:50:00 2010 Page 1 I 6-0-0 12-0-0 I 6-0-0 8440 Scale =1:19.2 4x7 = 3.50 I li '�' - - 3 3 ■ OE ■ 5 4 9 3x4 = 244 I I 3x4 = 12-0-0 12-0 -0 Plate Offsets (X,Y): 11.0- 54,0 -1.61, 12:0 - 3-8,0.2 -41, [3:0. 3.4,0 -1.8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.39 Vert(LL) nla - nla 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) nla - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 3 nla nla BCDL 10.0 Code FBC20071TP12007 (Matrix) Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlIns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (IbIsize) 14214112-0-0 (min. 0 -1-8), 3=214112-0-0 (min. 0-14), 4=1388/124-0 (min. 0-1-8) Max Uplift1=- 184(LC 3), 3=-184(LC 3), 4=-539(LC 3) Max Gray 1=296(LC 8), 3=296(LC 10), 4 =888(LC 1) FORCES (Ib) - Maximum CompressionlMmdmum Tension TOP CHORD 1- 24- 82x/7, 2- 3442177 BOT CHORD 1- 5=0117, 4- 5=0127, 4. 8=0127, 3-0=0127 WEBS 2- 4x4981634 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3- second gust); TCDL=9.0psf, BCDL=8.0psf; h=10ft; Cat. 0; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at Joint 1,184 Ib uplift at Joint 3 and 539 Ib uplift at Joint 4. 6) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. LOAD CASE(S) 1) Regular Lumber Increass=1.33, Plate Increase=1.00 Uniform Loads (ply Vert 1- 2=-90, 2-3=-90, 1-3=-20 2) IBC BC Live: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 1 -2=30, 2-3=-30, 1-3=-40 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Verb 12=103, 2- 3=103,1 -3 -12 Horz:1- 2-121, 24=121 4) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1-2=-90, 2- 3-30,1 -3=-20 5) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 12 -30, 2-3=-90, 1-3=-20 8) 1st Moving Load: Lumber Increasen1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1 -2-30, 2-3=-30, 1-3=-20 Concentrated Loads (Ib) Vert 5=-200 7) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Continued on page 2 Job 10908 Truss V11 Truss Type ROOF TRUSS 4b 1 Ply 1 AJ'S CONSTRUCTION GROUP 0008 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:50:00 2010 Page 2 LOAD CASE(S) Uniform Loads (pit) Vert 1 -2 30, 2-3=-30, 1-3=-20 Concentrated Loads (lb) Vert 8= -200 8) 3rd Moving Load: Lumber Increase--1.33, Plate Increase1.00 Uniform Loads (pi) Vert 1- 2=-30, 2- 3-30,1 -3=-20 Concentrated Loads (Ib) Vert 1=-200 9) 4th Moving Load: Lumber Increase=1.33, Plate Incnease=1.00 Uniform Loads (plf) Vert 1-2=-30, 2- 3-30,1 -3=-20 Concentrated Loads (Ib) Vert 4200 10) 5th Moving Load: Lumber increase=1.33, Plate Increase1.00 Uniform Loads (plf) Vert 12= -30, 2- 3-30,1 -3420 Concentrated Loads (Ib) Vert 3-200 Job 10808 Truss V15 Truss Type ROOF TRUSS g Ply 1 AJ'S CONSTRUCTION GROUP Job Reference (optional) 0009 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 Mrrek Industries, Inc. Thu Feb 1810:50:012010 Page 1 8-0-0 16-0.0 I 8-0-0 8-0-0 Seale = 1:25.7 7x10 M718H= z 3.50 rif 8 7 5 1 23 - 3 8 1 3 3x8 0 9 4 10 343 c 588 = 16-0-0 I 16-0-0 Plate Offsets (X,Y): [1:0. 4-0,0 -0-8], [3:0.2 -0,0-3.0), [4:0- 3-0,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.83 Vert(LL) nla - nla 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 VertLLL) nla - nla 999 MT18H 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 3 nla nla BCDL 10.0 Code FBC20071TPI2007 (Matrix) Weight 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc puffins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (IblsIze) 1=299118 -0.0 (min. 0-1-13), 3=299118-0-0 (min. 0-1-13), 4=937118-0-0 (min. 0-1-13) Max Up11ft1=- 220(LC 3), 3=-220(LC 3), 4= 830(LC 3) Max Gray 1 =335(LC 8), 3=335(LC 10), *937(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 5-115/78, 54=- 39178, 2.6=-9198, 2 -7 =9198, 7- 8=- 39178, 3-8=- 115178 BOT CHORD 1- 9139, 4-9 4139, 410=0139, 3-10=0139 WEBS 2-@- 4991840 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3-second gust); TCDL=9.0psf; BCDL=8.0psf, h=10ft; Cat. 11; Exp C; enclosed; C-C Exterior(2)1-0.4 to 4-0-4, Interior(1) 4-0-4 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Intertor(1)11.0.0 to 11- 11 -12; Lumber DOL=1.33 plate grip DOL=1.00 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires conhlnuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 Ib uplift at joint 1, 220 Ib uplift at Joint 3 and 830 Ib uplift at joint 4. 7) This truss has been designed fora moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, n onconcurrent with any other live loads. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=-90, 2-3=-90, 1-3=40 2) IBC BC Live: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert 1- 2=-30, 2-3=-30, 1-3=-40 3) C-C Wind: Lumber Increase=1.33, Plate hhcrease1.00 Uniform Loads (pit) Vert 1 -5=93, 5 80, 2 -8=93, 2 -7=93, 7-8 0, 3. 8=93,1 -3-12 Holz: 1-5=-111, 5. 8=-78, 24= -111, 2- 7=•11, 7 -8=78, 3.8=111 4) 1st unbalanced Regular Lumber hhcrease=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=-90, 2-3=-30, 1-3=-20 5) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p6) Vert 12= -30, 2- 3-90,1 -3-20 8) 1st Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pII Vert 1 -2.30, 2-3=-30, 1-3 -20 Concentrated Loads (Ib) Vert 9= -200 Continued on page 2 Job 10808 Truss V15 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. Truss Type ROOF TRUSS LOAD CASE(S) 7) 2nd Moving Load: Lumber Increase1.33, Plate Increase=1.00 Uniform Loads (pli Vert 1- 2=-30, 2-3=-30, 1-3=-20 Concentrated Loads (Ib) Vert 10=-200 8) 3rd Moving Load: Lumber Increase=1.33, Plata Increase=1.00 Uniform Loads (pit) Vert 1- 2=-30, 2 -3=- 30,1 -3=-20 Concentrated Loads (Ib) Vert 1=-200 9) 4th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-2=-30, 2-3=-30, 1-3=-20 Concentrated Loads (Ib) Vert 4-200 10) 5th Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=-30, 2- 3=- 30,1.3= -20 Concentrated Loads (Ib) Vert 3=200 1 AJ S CONSTRUCTION GROUP Job Reference (optional) 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:50:012010 Page 2 Job • 101308 Truss V3 Truss Type ROOF TRUSS 6' Ply 1 AJ'S CONSTRUCTION GROUP 0010 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7.140 s Jun 24 2009 MITek Industries, Inc. Thu Feb 1810:50:03 2-0-0 4-0-0 2010 Page 1 2-0-0 2-0-0 Scale =1:7.6 384 = 2 3.50 12 3 1 1 - -3 4 Plate Offsets (X,Y): [2 0- 2 -0,Edgej LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) Ildefl Ud PLATES GRIP TCLL 30.0 Plates increase 1.00 TC 0.08 Vert(LL) rile - nla 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) nla - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hors(TL) 0.00 3 nla nla BCDL 10.0 Code FBC20071TP12007 (Matrix) Weight 6 l LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (IbIsize) 1=8714-0-0 (min. 04-3), 2=13314-0-0 (min. 04-3), 3=8714-04 (min. 04-3) Max UplNH =105(LC 3), 2 - 174(LC 3), 3=- 105(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 15138, 2 -3= -15136 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=9.0pst, BCDL=6.0psf h=10ft Cat. 0; Exp C; enclosed; C-0 Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1,174 Ib uplift at joint 2 and 105 Ib uplift at joint 3. 5) Beveled plate or shin required to provide full bearing surface with truss chord at joint(s) 2. (I) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase 1.00 Uniform Loads (pit) Vert 1- 2=-90, 2 -3=-90 2) IBC BC Live: Lumber lncreaseo.90, Plate Increase 0.90 P0. metal=0.90 Uniform Loads (plf) Vert 1- 2=-30, 2 -3=-30 3) C-C Wind: Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (pit) Vert 1- 2=130,2 -3=130 Horz: 1-2=-148, 2 -3=148 4)1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 2=-90, 2 -3=-30 5) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase1.00 Uniform Loads (pH) Vert 1-2=-30, 2 -3490 Job ' 101308 Truss V8 Truss Type ROOF TRUSS 5' Ply 1 AJ'S CONSTRUCTION GROUP Job Reference (optional) 0011 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 7.140 s Jun 242009 MiTek Industries, Inc. Thu Feb 1810:50:04 � 2010 Page 1 4 Seale =1:14.8 394 = 3.50 FIT 2 1- - 3 3 1 / ✓ 1 -3 \/ 4 244 % 244 Plate Offsets (X,Y): [2 0- 2 -0,Edge] LOADING (psi) SPACING 2-0-0 CSI DEFL In (Ioc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.31 Vert(LL) nla - nla 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(TL) nla - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hore(TL) -0.01 3 nla nla BCDL 10.0 Code FBC2007ITPI2007 (Matrix) Weight 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directy applied or 8-0-0 oc purtlns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8.4-10 oc bracing. REACTIONS (Iblsize) 1 =32818-0-0 (min. 0-1-8), 3=32818-0-0 (min. 0-1-8) Max Uplif l - 313(LC 3), 3=- 313(LC 3) Max Gray 1 =349(LC 7), 3=349(LC 8) FORCES (Ib) - Maximum Compression/Madman Tension TOP CHORD 1- 2=- 5091829, 2- 3=- 5091829 BOT CHORD 1.4=- 5391480, 3.4=- 5391480 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3- second gust); TCDL=9.0psf, BCDL 8.0psf fwl0ft; Cat.11; Exp C; enclosed; C-C Exterio(2); Lumber DOL=1.33 plate grip DOL=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 Ib uplift at joint 1 and 313 Ib uplift at joint 3. 8) This truss has been designed fora moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-2=410, 2- 3= -90,1 -3 -20 2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=-30, 2- 3-30,1 -3=-40 3) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=117, 2-3=117, 1-3=-12 Horc 1-2=-135, 2 -3=135 4) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 14=-90, 2- 3.30,1 -3=-20 5) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -2-30, 2-3=-90, 1-3=-20 8) 1st Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1. 2=-30, 2-3=-30, 1-3=-20 Concentrated Loads (Ib) Vert 4= -200 7) 2nd Moving Load: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=-30, 2.3=- 30,1 -3=-20 Concentrated Loads (Ib) Vert 1=-200 Continued on page 2 Job 10808 Truss V8 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. Truss Type ROOF TRUSS LOAD CASE(S) 8) 3rd Moving Lam: Lumber Inc easee1.33, Plate Increase=1.00 Uniform Loads (pit) Vert:1 2=-30, 2.3= 30,1.3=20 Concentrated Loads (lb) Vert: 3=200 Ply 1 AJ'S CONSTRUCTION GROUP Job Reference (optional) 0011 7.140 s Jun 24 2008 MITek Indus tries, Inc. Thu Feb 1810:50:04 2010 Page 2 se alwa consult a Professional Engineer. RA EL MANEJO, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES TEPS TO SETTING TRUSSES AS MEDIDAS DE LA INSTALACI6N DE LOS TRUSSES 3 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until at trusses are set. 1) Instale los arriostres de terra. 2) Instate el primero truss y ate seguramente al arriostre de Berra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro canto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los plans de los miembros secundarios para estabilice los primeros ctnco trusses (vea abajo). 6) Instate la restriction lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Rep to este procedimiento en grins de cuatro trusses hasta que todos los trusses esten instalados. S Refer to SCSI - B2 Summary Sheet - Trims Installation & Temporary Restraint/Bradrtg * ** for more Information. Vea el res(rmen )SCSI - B2 - Irstaladn de Trusses y Restriction /Aniostre Temporal*** pare cabs Informadbn. ESTRAINT /BRACING FOR ALL PLANES OF TRUSSES ESTRICCION /ARRIOSTRE PARA TODOS PLANOS DE TRUSSES This restraint & bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriction y arriostre es pare coda trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Toms Span Lungltud de Tramp Up to 30' Hasty 30 pies 30' to 45' 30 a 45 pies 45' to 60' 45 a 60 des 60' to 80'* 60 a 80 pies* Top Chord Temporary Latxwel Restraint (TCTLR) Spadng Espadamlento del Arriostre Temporal de la Cuerda Superior 10' o.c. max. 10 ples n ximo 8' o.c. max. 8 pies maxima 6' o.c. max. 6 pies moxlmo 4' o.c. max. 4 pies maxima :onsult a Professional Engineer for trusses longer than 60'. :onsulte a un Ingeniero Profestonal para trusses mass de 60 rates. 0 See 0Ca)9j * ** for TCTLR options. Vea el BSSLB2 * ** para las opdones de TCTLR. Refer to LICSI -83 Sum- 3 Mary Sheet - Permanent Retralnt/Bradng of Chords & Web/limbers*" for Gable End Frame restraint/bracing/ reinforcement information. Para In formadon sabre r>dn /arriostre/refuerzo para Ar nazones Hastlales vea el re umvn B I--B3_ _ peisiriec840/ArJ e Permanente de Cuerdas y tilerobtoslecialatIo.*** WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS %TERAL RESTRAINT DIAGONAL BRACING RE VERY IMPORTANT A RESTRICCION TEAL Y EL 2RIOSTRE [AGONAL )N MUY IPORTANTESI 10'-15' max. Same spacing as bottom chord Lateral Restraint BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bin Ground bradng not shown for clarity. Web Members 10 - Some chord and web members max. not shown for darfty. Q Repeat diagonal braces for each set of 4 trusses. Repita los arrlsotres diagonales pare cads grupo de 4 trusses. Bottom chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web nesnbers not shown for clarity. Diagonal Braces every 10 truss spaces (20' max.) Diagonal Bradrg RESTRAINT & BRACING FOR RESTRICC16N Y ARRIOSTRE ® Refer to LICSI-B7 Summary Sheet - Temporary Bracing for Parallel - Chord Trusses * ** for more information. Vea el resumen BCSI- B7 - Restriction/ Amostxe Temporal y Permanente pare Trusses de Cuerdas Eautetas*** para mks information. locations. INSTALLING Q Tolerances for Out-of-Plane. Tolerandes pars Fuera -de -Plan. Max max. Bow Bar Q Tolerances for Out -of- Plumb. Toierancias pare 0150 Fuera -de- Plomada. • 3x2 AND 4x2 PARALLEL CHORD TRUSSES PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Diagoral Bracing 17ar16'• :. - Repeat Wagon! Inch* every 15 buss spaces 001 Apply Diagonal Brace to vertloal webs at end of cantilever and at bearing INSTALACION D/80 0 (ft) 1/4' 3,4' 1" 1 -114" 1 -112" 1 -314" 1' 2' 3' 4' 5' 9' 7' 58' CONSTRUCTION LOADING — CARGA DE CONSTRUCC16N ® Do not proceed with construction until all lateral restraint and tracing Is securely and properly In place. No proceda con la construction hasty que todas las restric- clones laterales y los arrlostres ester, colocados en forma apropiada y segura. M Do not exceed maximum stack heights. Refer to BCS1-B4 Sum- mary Sheet - Constructton boding * ** for more information. No exceda las alturas maxImas de monten. Yea ei resumen BC51:11/Leigt.de.Conslruccian*** pare m6s information. Do not overload small groups or single trusses. No sobrecargue pequeltos grupos o trusses indwiduales. Never stack materials near a peak. Nance amondone cos materiates taro de un plco. 17 Place loads over as many trusses as possible. LuJ Coloque las cargas sabre tantos trusses como sea posible " �. Q Position loads over load bearing walls. Coloque las cargas sabre las paredes soportantes. All Lateral Restraints lapped at least two trusses. *Tap droll Temporary Laval Restraint spacing shill be 10' o.c. num. for 3x2 chits and 15' o.s. for 472 chards. Max. Bow 314" 718" 1" 1 -1/8° 1 - 1/4' 1-3/8' 1 -1/2" 1 -314" 2" Tens 12.6' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 292 133.3' ALTERATIONS — ALTERACIONES d0 "" t ra . Truss Ludo not ® Refer to :ten ' - ,.Fti •: ,, 1 �i'iil {' ,j . ! IL:! I!.•111- .1!- fir:..: l�l•!l KI l•:M *** Vea d resumer BCSI -B5 Danes de Trusses. Modifications en la Obra y Enures de Tndsrladen. * ** M Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the 'truss Design Drawing. No torte, altere o pert re ningen misnbro estructural de un truss, a menos que este especi icamente permitido en el Dlbujo del Dtsefio del Toss. & Trusses that have been overloaded during construction or altered without the Wuss prior approval may render the Thos Manufacturer's limited warranty null and void. Trusses que se tan sobrecargado durante lo won o ban stdo al eredos sin la autorimdon prevla del Fabrtcante de Trusses, pueden hater nulo y stn efecto la garantta Itmitada del Fabrlcante de Trusses. "'Cart the Component Nasurscturar for mere Inforrnaftess or =stain a Professional Engineer for anhtarnee. To vlew a non -p lntl g PDF of gas daaxnam, Wet www.ebdnduery.wrnrot. NOM The Thug Manufacturer and Thus De ayc rely on the presumption that to Cadrector and agog operator (e applicable) are professionals with the a y to undertake the work they faro agreed to do an any gown project. If to Coreamor bairns it needs a ce h sangMatt of Die serMudlm project, It shoal eels stance from a competed party. The methods all procedures outlined ln this downed are Mended ded to ensure that the aaee8 cestruega tedneques employed end pan trusses Into poke SAFELY. These recommendations for handling, Installing, restraining and bracing trusses am breed upon the aaeMe awoke= of leading perwnng evolved we buss design, manufacture all Instigation, lord must, due to the nature of nerensiteldes twewed, be Resented only Be a GUIDE for use by a ghatdlbd Eugene Designer or Cmtrartor. R le at Intended that these recommendations s be interpreted as superior to she erdWng Ddb dedgn specification for handling, installing, restraining and bracing busses and it does not predkde the use of other whaled meth* for re rau*re/ and providing arabSty for the wage, whams, Boas, mare and as the interrelated endure building amnpaents es delmnsned by the Coextor True, wTrA and TPI m disclaim any iessonsibility for damages amkhg from the use, app&atar, or regatta on the reamnerdstam and M10n etion contained hardo. WISSIEVOlt osWah•h.hnhaaa 6300 Ene Lane • min, WI 53719 608/2744849 • awwasbdndustryabm 4 TRUSS PLATE INSTITUTE 218 N. Lee St, Ste. 312 • Aksendha, VA 22314 703/693-1010 • www.org a1WARN11x17070724 ‘'*t is Spans over 60' may require complex permanent bracing. I T GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to eat Guide to Good Practicefor Handling. Installing. Restraining & Bracing a Metal Plate Connected Wood Trusses" for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the KS: 83 5031BaLiStleet Bracing of Chords & Web Members*** for more information. All other permanent bracing design is the responsibility of the Building Designer. ZS The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultedo de un mane)°, levantamiento, instalacion, restriction y arrisotre incorrecto puede ser la caida de la estructura o aUn peor, heridos o muertos. ZS Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Lleve guantes y lentes protectores cuando corte los empaques. HANDLING MANEJO AS Avoid lateral bending. — Evite la flexion lateral. The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. if !tur.se '2• n!,1• hor king • 24-01 r,t '• • •r• ' .52• ••• ITN Do not store unbraced bundles • upright. .111,,Y0V f01 attc tor Hdridltrg, " 154 "_j, POS1r5::Th.g of mt....1! V/..d 1 • for .oc.;',• pf 4 • .piardado t;Orpir .11Alo i%nt , !■, , ,c 1.9 . 5 .14 ,, •1' , 1.0 Ir.; 5:1411 1, (utio 1d14 1 i,11 rflx, 1,1 f.:■5fr.. eur.tne 155,5 tt. r de :Q.:. r•laderir :05 Piot,ir, Os' S'lf,tat' • 17,1•)1rn.,. detal,,1C-Pi ma■olc) 5 4111140 pr. area dr. tra'Aijo. NOTAS GENERALES Los trusses no estan marcados de ningun modo que identifique a frecuencia o localization de restnccion lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Yea el folieto acsistka_de jkleriairktge pare el Maxio—Instala0OnaesticcIOn_y..ArriOstreskies hafeitle_MaClea_CaleCtaSIOS_CorAgliaS_Pe_klelal*" para informacion mas cletallada Los dibujos de disefio de los trusses pueden especificar las localizaciones de restriction lateral permanente o refuerzo en los miernbros individuales del truss. Vea la hole resumen BCSI-B3 - RestncciOn/Amostre Para ms informacion. El resto de los doefios de arriostres permanentes son la responsabilidad del Disefiador del Edificio. r Use special care in windy weather or near power lines and airports. Spreader bar for truss " r /,1. golg •100 hoititiOr; Utitice cuidado especial en dias ventosos o cerca de cables electncos o de aeropuertos. aprcipo n•.rantr • No almacene verticalmente ios trusses sueltos. Q Do not store on uneven ground. No alrnacene en tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. 6 , Warning! Don't overload the crane. iAdvertencial No sobrecargue la grual IS) Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles Nunca use solo los empaques para levantar 1.1f1 paquete No levante un grupo de paquetes empaqueandos indtvidualmentes. r , •••• ,r„. T..: !I!! c c , :r. = .„ • deN Warning' Do not over load supporting structure with truss bundle. er Lost t t.t.tc lAdvertenciat No sobrecargue la estructur t•...s•se ct ea apoyada con el paquete de trusses p,11 dr • 4' ' IJ Pta,.. bundle a, stablv por,,try O.., ;1. par,: 54v. p Ur).; 1,'' ester) t it - it or: ri,r • 1,. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACIoN DE TRUSSES INDIVIDUALES POR LA MANO IR:I iy;sr 20' le sup dor" at co.1211 Soporp.- de USY'; 20 r• Tagline * Trusses up to 20' -1.• Trusses hasta 20 pies yk Warning' Using a single pick-point at the peak can damage the truss. iAdvertencial El uso de un solo lugar en el pico para levantar puede hacer dafio al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDAQONES PARA LEVANTAR TRUSSES INDIVIDUALES treader bar Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60* TRUSSES HASTA 60 PIES Ai‘ Refer to 13C5143.2...SuMina_Sbeet - Truss Instaliationik_Tenverfiry ReMint/Bracincr • for more information. Vea el resumen BC51-132 -.instal:10On de Thisses_y_Bestriccidn/Atriostre Temporar• • para mas information. qr0,.1 braces for first truss dirddiy• rOW., Of top Chord temporary tat- 1 !see tatrIt thr: next C01.1rr1j. titrictqurt los arriostnts de ttr•rre pare el pomEtt treectertteer hilea run cada dna de rostr1101071 Wei n' '4 9087 de la I table en la orrottma it\ Do not walk on unbraced trusses. No camine en trusses sueltos. El Trusses 30' or less, supp0 rt. at quarter p510 n1.5: Soporte cuartos t de tram II; trusses de 30 Trusses up to 30' o” 0 rn,•110 Trusses haste 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUAL! Hold oat) the et,T2Jor, 55o,prrIc.,nt until 11,5 1 rord teolprifi,ry ierrtiat LZ nnO. th. to the . . ,, r 0 ing 1 01, ' 4 t ,, Ply, 5125 equir 5r60 wstovJor .. de !, v • tress esta 4515 0 ado Tagllne TagItne App iength 1/2 " TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Locate Spreader bar above or fatback rnIdheight Attach 10' o.c. max. - 41/1M 1 •1/; Spreader bar 213 to 3/410889 length TRUSSES UP TO AND OVER 60' TRUSSES HASTA 1, SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Top Chord Tempura' 71 .:7Lateral Restraint (TCTLR) 2x4 min, Brace first truss .111 securely before erection of addition trusses. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI. FLORIDA 33110 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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. BCPRC 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: JL, JUS, SKH & HJC Joist Hangers. APPROVAL DOCUMENT: Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Company, sheets 1 and 2 of 2, dated 02J07f07, with no revisions, signed and sealed by Robert W. Lutz, P.E., bearing the Miami -Dadc County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-0601.03 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07 -0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 PRODUCT CODE GAUGE DIMENSION FASTENERS FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST - A DOWN UPLIFT (1607.) DOWN SKH26 16 1 9/16 5 1/4 1 7/81 3/16 (6) 16d _(6) 10d x 1 1/2 900 870 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D - A HEADER JOIST DOWN UPLIFT (1607.) JL24 20 1 9/16 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 490 N/A JL26 20 1 9/16 4 3/4 1 1/2 15 /16SF) 10d_ (4) jd x 1 1/2 740 1230 J00 .940 JL28 20 1 9/16 6 3/8 1 1/2 15/16 (10) 10d (6) 8d x 1 1/2 J1.210 20 1 9/16 8 1/4 1 1/2 1 (8) 8d x 1 1/2 17P0 1170 1. Miter cut required on end of ,joist to achieve allowable loads. 2. Minimum header thickness shalt be 2 Inches for 16d nails. 3, Allowable DOWN toad listed Is at 1007. Duration of load. 4, SKH26 Is skewed Right and Left, TYmCAL SIge6l. INSTALLATION SIQQ6L 1. Mlnlnun header thickness shalt be 1 3/4 inches for lOd nails and 2 baffles for 16d Halls. 2. Allowable DOWN load listed is at IOOX Duration of .load. 3. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. TYPICAL J126- INSTALL/011R GENERAL NOTES' L STEEL SHALL =WORN TO ASTM A632, STRUCTURAL GRADE 33. WIN AND A NINDM4 N GALVANIZED COATING OF G-90. a FASTENERS ARE COMMON WIRE NAILS BLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED H. A SNORT TERM DURATION FACTOR IF SOX FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITDWI IN ACCORDANCE WITH ASTN D1761. 6. LUMBER SPECIES IS SOUTHERN P1NE. PRODUCT R WEb R, fyors :1 -i' n with tkr elarfits 4.4-1.. , _1 Afigt UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, NONTGQP(RY, MN, 56069 PHONE (507) 364 -7333 NAME' FACE MOUNT JOIST HANGER DATE' C2/07/u7 SHEET' 2 OF 2 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO. 55409 DRAWING # MD0207 MDADE • GRAOE OF LUMOCR 19 PSF SOFFIT 2 PSF 2X4 9OFFIT 2X6 2X4 moj No.21113 19 SP 2-9-3 3-10-11 2 11-3 4-2-9 No.2 19 SP 2-9-15 4-9-11 2-1042 4-4-11 No.20 19 SP 3-0-2 4-4-7 3-0-0 4-9-12 *AND 19 SP 3-0-2 4-5-0 3- 0-0 4-&-ii No.1 19 SP 3-1-11 4-7-15 - 4-9-13 • No.10 19 $P 3-3-0 4-9-10 3-1-0 4-10-15 toss is sr 3-14 3-0-0 4-9-13 SS 19 SP 3-1-0 5-14 11-i• 4 , 4-10-15 OSS 19 SP . 3 5 14-I 4,-U-15 • OVERHANG WITHOUT RETURN SO= LUMBER STRESS INCREASE: 1 33 PLATE STRESS INCREASE: 1 00 WIND DESIGN VELOCITY 148 MPH • nnoctss , Dzarzosisetrava F34 Nam Yard:num 049994194 (Now 204 Sheer '.man Gassits% MAXIMUM OVERHANGS Amamam(Cumum Loma , ,.'SP) FLORIDA BUILDING 7 C. 2 i 4 M. 2 19 SP TOP 30 le CODE 2004 O.C. . 2 A 4 t49. 2 19 SP BOTTOM 0 10 W.8u 2 x 4 Vo, 3 19 SP SPACIMO: 24- oz. 1._ LT OP COAL TN (o.0 LEDGER KILTED TO THE TIE BEAM BY BLOB (Mk( off OmiT1'a0 ro D.N. zip) OVERHANG WITH RETURN JOSE MARTINEZ, P.E. Consulting Engineer Civil/Structural 24 E. 5th Street Hialeah, FL 33014r Phone (305) 657-6797 (Florida P.E.,07509) It 1 APPROVED FOR SAMIR# ; f aq, 4 V '1 -, • •-•.$4 114-- P 8 7' - 0" CORNER SET _'03 - . .-2EL t - Y-0' Max. 3'-0' Wax TOP CORD CONNECTION: Comer Jacks - USP - MP 3 7'-0 " JACKS - USP -MP3 5'-0" JACKS - USP -14P ;► 3'-0" JACKS - USP - MP 3 1' -0" JACKS - USP - MP: 12 Min. P = 1.4 Max. P = 6.5 I ?• 4 '.0 2 d.iP 7 ':0 2 5 P 3G- - 4 `A 3 'v jP ,1- ,PAC.NG 24' 3 } '3 CORNER JACK ra JACres COMMON JACKS • - iS :c )GN - AS SEEN - :rECKEC FCR '46 '.IPM .:.NO LOAD .WILL HT '0 FT '4AX .PL:FT AT i:EAR:NG MALL ':C7a ECTCNS 325 b. _'.MBER STRESS INCREASE' 1 33 _PLAZESLRESS INCRFASF ��. <F • ' eR 4C.NG -3F 3 5 0 BOTTOM CORD CONN €CTION: Comer Jacks - SKH26LJR/HJC 6 T-0" JACKS - USPWMPb 6-0" JACKS - (2) 8d NAILS 3'-0" JACKS - (2) 8d NAILS 1'-0" JACKS - (2) 8d NAILS E 2004 PARTIAL ROOF LAYOUT M. CESIGN LOADS. ACCORDING ro NATIONAL DESIGN SPEC ) OR GROUP a SPECIES S Y.P j 36 COMMON NAILS = 78 .a. , Sraa) 106 COMMON NAILS = 94 lb. ; snsar) I,SP HANGERS DESIGN LOADS, IACCORDINO TO MIAMI DADE BUILDING CODE COMPLIANCE OFFICE/PRODUCT CONTROL DIVISION). RT3 HURRICANE CLIP =366 b IUpbf100 %)w118) 8041•t,21N0A No.0' -.'.A6 '0 CLPBF BUTTERFLY HANGER -387 0,1170 blUpafttCC°' 80awnward)w, ' 5,64 N0A No.C8- 0206 07 SKH26LR =870 b.900 0 ∎ Updft10G = '7&OO4mward)wl,12)'60 140A No.07 -02'420 H.IC28 =1975 0400016 , Upft100 ° ', &Downwar0)wn28)160 N0A No 07 -0214 30 MA%IMUN ALLOWABLE LOADS ,LACK SIU T CtNcde2) Corner Jade 7'40" 5'-0" 3' 1' - 0" UPLIFT(100%) 385 0 365 lb 385 D. 3881b. 365 lb. ROOF(125 %) 3651b. 365 b 3651b :;65Ib 365 lb. B.CINOEa3) COrna7Jac UPLIFT(100 %) 87CIb.r19751b. 367 :b. ails nails nails ROOF(125 %) 3001b /3000 at 117015 rails nails rails JOSE MARTINEZ, P.E. Consulting Engineer Civil/Structural 24 E. .5th Street Hialeah, FL 330i Phone (305) .887 . (Flork# P,E. 03 X 332009 ) e'.aI-e -' 0 r 3arr :.,k .4C6',ads- 'Aug 01 .34) .6 r rot , 4r,1, '1i1I KUM 1.OESION <9ECIMO FOR 1481e 14 VANE) LOAD. LUMBER STRESS INCREASE: 1 :>3 .rwi• STRESS INCREASE: 1 00 'uurrr 10lk op heirs. T.C. B.C. 2x4 No.2 19SP 2x4 No.2 198P 2x4 No.3 190P Fib Nook std Roof Vn DWd Mow 2404).x6 Shook Std Roof VW* STANbARb ROOF VALLEY bETAIL PARTIAL ROOF LAYOUT Supporting Truss 12 pitch 4 to 7 2x3 (typ) Strop • 48' o.c. see note (c) below 3x Valley trusses at r -0' o.c. max. 6' wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of volley truss. (ACCORDMIO TO NATIONAL DEMON SPEC.) FOR GROUP 1 SPEaea (8.YP4: Sal CO/AVON NAILS - 78 6. (Show) 101 COMMON NAILS - 84 6. (Moor) TOP 3D BOTTOM 0 10 SPACING: 24' O.C. FLORIDA BUILDING CODE 20/ • See note (o 4x4 5x8 apl. (typ) • 3x8 'pl. (typ) Supporting trusses at 2' -0' o.c. max . NOTES: (a) Provide • continuous bracing on veerticols over 6' -3'. Connect bracing to verticals w/2 -8d nabs and bracing must be tied to a fbcsd point at each end, (b) Max. spacing for vertical studs.. 8' -0' On trusses with some over 24' -0' the vertical should be spaced. of 6'-0' o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4', 16 go, twist .strap at 4' -0' intervals w/4 10d nails each side of strap. Max 146 mph wind speed. ? Plywood ibeaddsg soy beeant edeibelowalley tenures. PPvvids epodes hr soaps to =mg to tenses below. JOSE MARTINEZ, P.E. Consulting Engineer Civil/Structural 24 E. 5th Street • p h a n �ic=yk 10 3 3 2009 • STANbARb LATERAL WEB BRACING T C. B.C Webs TRUSSES 0 24' O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL r MINIMjJM GRADE OF LLMBER REFER TO SEPARATE ENGINEERING DWG. TRUSSES 0 24' O.C. TIP. • NAIL DESIGN LOADS, (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP II SPECIES 10d COMMON NAILS • w b (SAW 10d COMMON NAILS •107 b. (Shear) LOADING -` �. TOP BOTTOM SPACING: 2I` O. C. ?Prone Ifteranosehrout LATERAL BRACING DETAIL NOTE: BRA THE MUST BE 90X THE LENGTH THIS DETAL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. FLORIDA BUILDING COLE 2004 /— 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 0 OR BETTER. NOTE PROVIDE X— BRACING AT 20' —O' INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' —D' FOR FORCE GREATER THAN 2509 lbs. 11111111111.1j.. P.n MIAMI ELME! 11111111E-11111 11111L1111" IILA221111 • - JOSE MARTINEZ, RE. Consulting Engineer CivilStructural 24 E. 5th Street .. . Hialeah, FL 33010 ; .1 1 �: r r Phone (305) 667 :797 (Florida P.E. FS Nam Std Lateral Web Brso ng (NA 29-04) sts Snot Std Lateral Web emery Engineering Designs 9330 NW 13 St Dora!, Fl 33172 Tel: (305)594 -2382 Fax: (305)594 -2366 CA# 26942 PE# 50573 Date: 02123/10 Ref: Hassan Residence 230 NE 107 St Miami Shores, FL 33161 Permit# 09 -1130 This certificate is to serve as verification that the above mentioned site was visited and visually inspected in accordance with the Florida Building Code. In our plan it was indicated that WF -12 would be installed between the existing foundation and the new slab. This is not required because there is and exiting 16" footing around that perimeter in which the contractor has doweled into at 12" O.C. throughout the new living room. In the new addition restroom there was the call out for a new foundation bearing wall between the span of the east and west wall of that addition incidentally this wall is not required for load bearing purposes and will be changed to a standard interior partition wall. The proposed trusses span east to west and do not extend beyond 16' hence there was no need for an intermediary wall to carry any of that load the comer straps and TB -1 are more than sufficient to carrier the truss load. At columns C -1 in new addition living room the proposed tie beam is a 16 "x8" beam we have proposed to box aprx. An 8 "x8" section directly underneath the columns and create 2 comer ie downs of 20"Wx30 "L the steel column base has a 7 -5/8 "x12 "x1 /2" steel plate t has been welded with a 3/16 weld all around and will be embedded into the new foolg with a'/" x6" red head. If yo4,vo,jay questions please feel free to call us. N �,•�GS.NS © � 5 Ki () ' W P; 2� • George Underhill P. E% ,o t3 .• FL Sincerely, R (President) Project Name: Hassan Residence Builder Name: Street: 230 NE 107TH STREET Permit Office: Miami shores village City, State, Zip: MIAMI SHORES , FL , 33161- Permit Number. 09 -1130 Owner: HASSAN BENJULOUN Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projected 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 8. Conditioned floor area (ft 2681 7. Windows Description Area a. U- Factor. DbI, U =1.20 138.63 ft SHGC: SHGC =0.70 b. U- Factor. Dbl, U =0.55 115.38 ft2 SHGC: SHGC =0.60 c. U- Factor. Dbl, U=0.80 78.00 ft SHGC: SHGC =0.70 d. U- Factor. DbI, U=0.80 17.47 ft2 SHGC: SHGC =0.60 e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=5.0 2681.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 2280.00 ft b. N/A R= ft c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 2681.00 ft b. N/A R= ft c. N/A R= ft 11. Ducts a. Sup: interior Ret: Interior AH: interior Sup. R= 6, 600 ft 12. Cooling systems (combined) a. Central Unit Cap: 68 kBtu/hr SEER: 14.470588235 13. Heating systems a. Electric Strip Heat Cap: 25 kBtuihr COP: 1 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.97 b. Conservation features None 15. Credits CV, Pstat Glass/FloorArea: 0.130 Total As -Built Modified � � ����111t111►, " Total Baseline ''11 IJ Al Loads: 61.58 PASS Loads: 75.92 ~7 Review of the plans and ST9 .. specifications covered by this i .. Q calculation indicates compliance � ��„ ,'' Wr , �` with the Florida Energy Code. '> r " .% �, ,d + Before construction is completed ` ' . '" - ' ,)\ a . p I hereby certify that thtt p� ta f + ered by this calculation are irl drlipii&tCe with I . . - $ergy Code. := ,, . e (5 • />/ , � / j / ,0' PREPARED BY: = �hd`�„ /. - DATE' •1 .� ' w this building will be inspected for c ;, compliance with Section 553.908 * Florida Statutes. ti, C . S •C '� ©D 1A►f�' .. BUILDING OFFICIAL* ' . • ••. L O S' I hereby certify that this bilafe ij n4 in compliance with the Florida Energy Code. / /tit it i i i i 1‘‘‘‘ OWNER/AGENT' DATE: DATE* ORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 1175/7010718 PM FnemiAa USA - FlaRes700R Pane 1 of 5 • PROJECT ,Title: Hassan Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuitt Bathrooms: 0 Lot # Owner. HASSAN BENJULOUN Conditioned Area: 2681 SubDivision: # of Units: 1 Total Stories: 1 PtatBook: Builder Name: Worst Case: No Street 230 NE 107TH STREET Permit Office: Miami shores village Rotate Angie: 0 County: DADE Jurisdiction: Cross Ventilation: Yes City, State, Zip: MIAMI SHORES , Family Type: Single- family Whole House Fan: No FL , 33161 - New/Existing: Existing (Projected) Comment: CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAML$NTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 294 ft 5 2681 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Cellar Absor. Tested !neut. Pitch 1 Hip Barrel tile 2904 ft 0 ft Medium 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2681 ft N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 2681 ft 0.11 Wood WALLS / Cavity V # Omt Adjacent To Wall Type R -Value Area R -Value Sheathing Framing Solar Fraction Ake. 1 N Exterior Concrete Block - Int Insul 5 717 ft 0 0.75 2 S Exterior Concrete Block - Int Insul 5 717 ft 0 0.75 3 E Exterior Concrete Block - Int Insul 5 423 ft 0 0.75 4 W Exterior Concrete Block - Int Insul 5 423 ft 0 0.75 • DOORS ✓ # Ornt Door Type Storms U -Value Area _ 1 S Insulated Wood 025 2111 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. / V # Ornt Frame Panes NFRC U- Factor SHGC Storms Overhang Area Depth Separation int Shade Screening 1 2 3 4 5 6 7 8 9 10 N Metal Low -E Double N Metal Low -E Double N Metal Low -E Double N Metal Low -E Double S Metal Low-E Double S Metal Low-E Double E Metal Low-E Double E Metal Low-E Double W Metal Low -E Double W Metal Low -E Double Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.55 0.8 0.8 0.8 1.2 1.2 1.2 12 1.2 1.2 0.6 N 0.7 N 0.6 N 0.6 N 0.7 N 0.7 N 0.7 N 0.7 N 0.7 N 0.7 N 115.37 ft 1 ft 0 in 2 ft 0 in HERS 2006 78 ft 1 ft 0 in 2 ft 0 in HERS 2006 7.75 ft 1 ft 0 in 2 ft 0 in HERS 2006 9.72 ft 1 ft 0 in 2 ft 0 in HERS 2006 59.58 11 1110 in 2 ft 0 in HERS 2006 8 ft 1 ft 0 in 2 ft 0 in HERS 2006 16.5 ft 1 ft 0 in 2 ft 0 in HERS 2006 13.54 ft 1 ft 0 in 211 0 in HERS 2006 24.5 ft 1 ft 0 in 2 ft 0 in HERS 2006 16.5 ft 0 ft 0 in 011 0 in HERS 2006 None None None None None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA - Forced Ventilation - Run Time Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2532 7.08 139.0 261.4 0 cfm 0 cfm 0 0 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 154 ft 154 11 2611 8 ft 6 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 2 3 Central Unit Central Unit Central Unit None None None SEER: 18 SEER: 18 SEER: 13 10 kBtuTr 300 cfm 0.75 10 kBtulhr 300 efm 0.75 48 kBtulhr 1440 cfm 0.75 True True False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 25 kBtufhr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS — Supply — — Return — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 interior 6 600 ft Interior 700 ft Default Leakage Interior TEMPERATURES Programable Coots V nnt Thermostat: Jan Jan R Y Ceiling Feb Mar A r Feb pq Mar pX Apr Fans: Ma Jun May pq Jun Jul A Se 7C Jul pX Aug pq Se Oct Nov O Oc ct t pq Nov Dec Det 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 Coaling (1NEH) AM 78 78 78 78 76 78 78 78 78 78 76 76 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 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls NI106.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 NI 106.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 seated box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI 112.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 NI 112.A6.2.4 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 NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation NI104.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. 'FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 230 NE 107TH STREET MIAMI SHORES, FL, 33161- PERMIT #: 09 -1130 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ENERGY PERFORMANCE LEVEL (EPL) Builder Signature: Address of New Home: DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing Existing (Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int maul, Exterior R=5.0 2280.00 ft b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned flow area (ft 2681 a. Under Attic (Vented) R=30.0 2681.00 ft b. N/A R= ft 7. Windows'* Description Area c. N/A R= ft a. U- Factor Dbl, U =1.20 138.63 ft SHGC: SHGC =0.70 11. Ducts b. U- Factor: Dbl, U41.55 115.38 ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 600 ft SHGC: SHGC =0.60 12. Cooling systems (combined) c. U- Factor. Dbl, U =0.80 78.00 ft a. Central Unit Cap: 68 kBtu/hr SHGC: SHGC =0.70 SEER: 14.470588235 d. U- Factor: Dbl, U=0.80 17.47 ft2 13. Heating systems SHGC: SHGCO.60 a. Electric Strip Heat Cap: 25 kBtu/hr e. U- Factor. N/A ft2 COP: 1 SHGC: Insulation Area 14. Hot water systems 8. Floor Types a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R =5.0 2681.00 ft EF: 0.97 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CV, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Date: City/FL Zip: *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 **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 • Page 1 For. Report Prepared By: Design Conditions: Miami; Latitude: 25; Time 1:00 PM Indoor: Summer temperature: 75 Winter temperature: 72 Relative humidity: 50 Building Component Floor 2,845 sq.ft. S Wail 732.4 sq.ft. Window 58.6 sq.tt. Window (2) 8 sq.ft. N Wall 588 sq.ft. Window 4.3 sq.ft. Window (2) 7.8 sq.ft. Door 200 sq.ft. Leakage Summer 144 cfm Leakage Winter 247 cfm E Wall 442.9 sq.ft. Window 16.5 sq.ft. Window (2) 10.6 sq.ft. W Wall 429.2 sq.ft. Window 12.3 sq.ft. Window (2) 12 sq.ft. Window (3) 16.5 sq.ft. Ceiling 2,845 sq.ft. PeopleNent 4 people Ventilation 60 cfm Lights 580 watts Whole Building • All Components HVAC -Caic Hassan Benjoulloun 230 NE 107 St Miami Shores, FL 33161 Heat Loss and Heat Gain Calculation Sensible Gain (BTUH) 0 870 2,723 365 551 146 266 7,384 9,504 0 1,522 1,288 827 510 511 498 685 4,723 980 792 1,972 36,117 Outdoor. Summer temperature: 90 Winter temperature: 47 Summer grains of moisture: 120 Daily temperature range: 15 Latent Gain (BTUH) 0 0 0 0 0 0 0 0 27,418 0 0 0 0 0 0 0 . 0 0 620 2,285 0 30,323 Total Heat Gain (BTUH) 0 870 2,723 365 551 146 266 7,384 36,922 0 1,522 1,288 827 510 511 498 685 4,723 1,600 3,077 1,972 66,440 ( 6.5 tons ) 4.0 by HVAC Computer Systems Ltd. Load calculations era estimates only, actual bade may vary due to weather and construction differences. 12/22/2009 1,650 Total Heat Loss (BTUH) 0 2,289 1,639 220 1,837 118 215 5,500 0 33,963 1,384 454 292 1,341 338 330 454 2,845 0 0 54,869 888 736 -1101 •• • • • s • •,: ,. .. • , • 4 • '...: t.„_. , . t : ;. . , •-, . . • it P‘rf • Edward A. LANDERS P.F. ' CONSULTING ENGINEE t • • E. #038398 ( AO ° (365)823-3938 i ,- • ''''..............• - . , • ••• i • • • • ••••• ••...' • • •••••••••• •••••••• • ....f •• •'••• I • ••:•'• '•••••• • PP 1 1 t. , %. • • • •• "7".. r./9 • _Ivo 4-49 1 94 - • ' ..t . ;iir........ „ . ,,. ar S ...., ...v.,. ...le - . - C... f . . I : : _ O . f s.: • .,,,...... - , • .., . • .E.W.,.... 0. .., yu.... , 'a F. . . A., 2 ;:to- .•,.. ...A....,‘av's,......r......,4v..........7,, . i • 1 .1 . . 4 ".• .1 , • ' I ,,. s . ...,........„ _ ,... ; • • Walt. Wert ..... . • - si -.. .• . . - . . . . . . k . foto ; 4 Z3 - 6•14E 1 • • • • • .• .,4", • •• S.N• • • I ' - • 3t • z ---74442144441 -•• • • vet tv?J fisrc 0 Ft7: • • • • : • -- ' • i 040- .... y• ..... .f71Ps • - .. • -; • • -0004 4 Zofb 3 f 4 t t- • • • • • . . • • • • • • • • • • - ex.( bidkz L Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 CA - s.; • • :--(A.7 . : . .... : - ........,..... ; ui... - '... tie...--- .... i : ;.: i : 3-... . 4 2,. i 5 i • s : z• 4 5. . . . . . 2 ,.2 2 i 1.. .,. ..............4...,.,.-.. j..,.... ...r . • i............;;..- - .... — ..4.... s • - • 4,-... ....1....,•-•............ a. .., • . .........• • jes,...,v• ..,.........u.n..Z •.:4.•,....... •;1••••• ...17 , ••,,,,: ft.. .•••••'.., ... ., SP,...". .4 - ,,,,,•!••••,,,,.7.0 . 0.. . •• ■ i it : . Ift * _ ...: ,.. ..„-,...45.,..cto...7,............„. .1.- ' : i. ; 4 ? .5. 1 • .. .. ......4 .v..........÷ a...o..,...... .......... a....v. 4,4 as....w....,... ... Sc . • . .4...,.....4raa*Tp...- ..w..• .4. ace........ -a. -.......,......44.• Asa,. .e.,%•,......i.ifkiNt 1...... a -,-..',•;,,,,, a‘r.t... ..i........ --.1-- ---.,---4—• ..- T -, a ..-: -• , : . s,. : i 5. : • c ... 2 I 2 4 4 , 4 4 -1-- . .!... ......4......" - .t...... .. i I 5 ; 45 t 0* OS) •f -..• - :- - ...: - :: r.; 4 : ' • i: . . . ..t : • 4 . 5 . . . . ... . , ; . i . p i : 4.. .......""Air.a., - ' - - . , . . . ..1 + . ' ..... 4. . . . . 1 2 • . . , - • ' . 1 ; - 4 .. . ... ... •.:.• I....* 4- • • • 47; rit.A41 P.E. #038398 Edward A LANDERS, P.E. (305)823-308 CONSULTING ENGINEERS 1115416811•- ZE. s 2 - .. -, cox = • - :. 0 i : ••.: 5 2 a 4 . i S-- " ".1 " • •• • •+"••"• • • • • • • 3 • • • • g ( 1 .6( Pr-ri ,.....m.............................. ; • -) !*0 ,s 74,*•75 ._ . • - •-•'" — - - ' ' ' . ., ,,..... • ..., : ? • . S ' ' : : :' : . -''' • 4 1 : s . : ev . VLS, : • • • : % • • - • • • • • . • S • • •• ■ • *. • r : .. -.01k .. • al — ..i . .....1-... "........”.• . es. ,, • i ,.. .... ' L. , C i d‘ ...... r.,.....? 11......a.v.ao .. ....aoull..m.v....war.e.:aae. ..: .. 3 1 -÷- -.:,- -- 1 • .i i -,- • s . ?, , : 3 ': • i . 1 - .• . : _ . .... .. . .. • . • . . . : . . : .• S . . .•, e , . • . • t....,S,....-t,..i,.. .....,....j....:-..,.-4...,....it . : -- • -;:. .i . . : . : s• : , 1 . . . . .: . . Edward A LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 30S)823-3938 ( 67 -10 TABLE3,2.1 Reinforced Wall gad Combinations Not Inoloding Wind or 8elemto _:. reel �kif�Q�l'I tllent Prooenles 8 �, 00,0 pe arEffeallve Depth , d *3.8128 in F 90,000 pal Out-of-Plane Resisting Moment and Sheer for Bars Positioned hi the Center of the Waq (Table Arranged by Increaeing M d : • 7 1 1 9 m =1,350 pel = 1,500paI f m a 1,361 f 1,600 psi Bar Size I s P M it „ n- • ! B� ar n MN Bar ! Size Bar Spacing n M �•'. Bar Size Bar Spacing in n -b 1R 8 1.19 20,072 24 0.10 8,311 8,310. 7,804 7,763 7,682 0,829 8,608 6,306 6,232 8,070 6,887 6,878 8,088 4,986 4,881 4,552 4,649 4,339 4,284 3,665 3,842 3,264 3,198 2,843 2,803 2,132 1,708 00 N. 02 CD 10 IN. 03 t IN. 00 40 NO IN. CP co A m to sr s• eD m A. CO to • 8 1. 9 21,860 8 72 0.13 8,928 8 " 0.90 19,008 72 0.13 8 0 ,' 20,847 4 24 0.10 8,348 8 0.66 17,730 68 0.09 8 O. . 9,201 7 72 0.10 8,114 18 0.69 18,609 40 0.09 16- O. • 18,066 6 56 0.09 7,840 8 0.47 16,221 72 0.10 8 0,47. 17,511 5 40 0.09 7,786 18 0.46 18,860 64 0.08 18 0.48 16,963 6 64 , 0.08 8,860 24 0.40 16,040 48 0.08 24 0.40 18,308 8,... ,.CO,,,, ± . ' : . 16 0.33 14,499 32 0.08 16 0.33 18,880 ' 8 j 48 0.08 "8,834 ro 8 . 0.30 14,301 98 0.1 8 0,30 18,381 4 A ' °0;ob- 4t33f' 24 0.30 14,087 72 0.07 24 0.30 15,196 6 72 0.07 8,097 32 0.30 13,987 96 0.08 32 0.30 15,118 7 96 0.08 8,085 40 0.24 13,160 56 0.07 40 0.24 14,181 6 56 0.07 6,800 16 0.23 13,134 40 0.08 18, ' 0,23 14,127 8 . 120 0.08 5,367 tom. 32 0.23 12,972 02 120 0.08 :32 0.23 13,883 .4 40 0.08 5,104 24 0.22 12,896 64 0,06 .24 0.22 13,871 8 64 0.08 4,900 48 0.20 12,465 98 0.08 48 0,20 13,392 7 120 0,08 4,868 40 0.18 12,103 120 0.08 40 0.18 12,982 6 96 0,08 4,873 32 0.17 11,788 72 0.05 32 .0.17 12,692 6 72 0.06 4,368 24 0,18 11,508 46 0.06 24 , 0.18. 12,316 4 48 0.05 4,278 48 0,16 11,374 56 0.04 16 0,15 12,171 4 68 0.04 3,887 18 0,15 11,374 120 0.04 48 0.15 12,171 8 120 0.04 3,868 40 0.13 10,838 98 0.04 56 0.17 11,479 5 98 0.04 3,287 66 0.17 10,884 94 0,04. 40 0.13 10,888 4 84 0.04 3,209 68 0.13 9,748 72 0.03 58 0.13 ., 10,432 4 72 0.03 2,862 32 0.12 9,598 120 0.03 84 0.16 10,044 5 120 0.03 2,814 84 0.15 9,349 98 0.03 32 ' . . . 4 98 0.03 2,139 48 0.11 9,105 120 0.02 ,0.11► 4 120 0.02 1,711 64 0.11 8,630 mg TABLE3,2.1 Reinforced Wall gad Combinations Not Inoloding Wind or 8elemto _:. reel �kif�Q�l'I tllent Prooenles 8 �, 00,0 pe arEffeallve Depth , d *3.8128 in F 90,000 pal Out-of-Plane Resisting Moment and Sheer for Bars Positioned hi the Center of the Waq (Table Arranged by Increaeing M d : 1 • 7 m =1,350 pel = 1,500paI Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038308 (305)823 -3938 (-- t G-40 • ............ ... . „ • K tiX1 C) is- x 16 — Edward A. LANDERS P E . . b,e4- z-.)(3.11 a CONSULTING ENGINEERS 6 te G A . . S A- it_ w csa..0 - Z.)(41cr P.E. #038398 (305)823-3938 CAcc5 vv. ... 1/4: !, • o f Edward A LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Cetite 1-(G-to 1 Edward A. LANDERS, P E , CONSULTING ENGINEERS P.E.K138398 (305)823-3938 1 6-4o I ........ A24' Edward A. LANDERS, PI CONSULTING ENGINEERS NO383911 (305)823-3938 2 -••=r7t: ••tc TT: • Aetsto- 2- 7 ......... Wm, z_ 1 7# 2 .0 . • . .. (0 goVie) --r-A.u.A-4 1 4e IAA P Edward A. LANDERS, P.E. CONSULTING ENGINEERS z x Ze ot P.E. MOW (305)823-3938 Ze, $r 411••••■ • ... •••■■.' eLt.t. km-- et a ic-S ,r 674 Condition I d _ -: Gcpi Max + Height/Least Horizontal Dim Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 15.00 -0.55 Enclosed Buildings _ 0.18 Cc * (33/z)"0.167 -0.18 Enclosed Buildings 0.18 l -0.18 1 G t }a1 tfego Rigid - r p; ift,. IA I d _ -: Type of Structure Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 Height/Least Horizontal Dim 0.29 Flexible Structure I No G t }a1 tfego Rigid - r p; ift,. IA I d _ -: Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 - � � %?. l Zm Zmin 15.00 ft Izm Cc * (33/z)"0.167 0.2281 Lzm I *(zm/33) "Epsilon 427.06 ft 0 (1/ (1+0.63 *((B +Ht) /Lzm)"0.63))"0.5 0.9198 ust2 0.925* 1 +1.7 *Izm *3.4 *Q) /(1 +1.7*3.4 *Izm) 0.8828 s Gut f trfox � � y Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 230 NE 107TH STREET, MIAMI, FLORIDA Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or 1 Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Building 146 11 C 1 3.0 14.0 HpPed 0.85 9.00 18.00 13.50 Width Perp. To Wind Dir (ial 46.00 Width Paral. To Wind Dir (q 75.00 mph Hz :12 Deg ft ft ft ft ft Importance Factor I 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = I 9.500 900.000 zg = :At = Bt = Bm = Cc = .1= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Fla 6-5 Internal Pressure Coefficients for Buildings, GcDI Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/16/2010 Page No.1 of 4 Elev 0 Kz Kzt qz Ib/ftA2 Pressure (Ib/ftA2) 2.01 *(15 /zg)A(2/Alpha) Windward Wall* Leeward Wail Total Shear Moment +GCp1 -GCpi +GCpI -GCpi -Gc (Kip) (Kip-ft) 18 0.88 1.00 40.92 20.73 34.91 -19.60 -5.43 40.34 5.57 8.35 15 0.85 1.00 39.37 19.69 .33.86 -19.60 -5.43 ' 32.68 303.51 ' _r a e > r ,.. .. ..,> a :^ Kh 2.01 *(15 /zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*VI2 *I *Khcc *Kht *Kd 39.37 psf 5 Y-7 r! k...3 F.?? a w/. ,,, ) c.,, .} 2'e`r;�, - >. ?E�- Roof Area (sq. ft.) Cp Reduction Factor 1.00 ote: B WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights ositive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients. Co Loads on Main Wind -Force Resisting Systems (Method 2) L L Leeward Walls (Wind Dir Normal to 46 ft wall) Leeward Walls (Wind Dir Normal to 75 ft wall) Side Walls t wfoI t i ndward - Min Cp indward - Max Cp Leeward Normal to Ridge • erhang Top (Windward) -0.37 -19.60 -5.43 -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -22.48 -8.31 -0.54 -18.07 -18.07 Developed by Mena Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/16/2010 0/09 L v5 r; 4JpiF Page No. 2 of 4 Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 ote: B WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights ositive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients. Co Loads on Main Wind -Force Resisting Systems (Method 2) L L Leeward Walls (Wind Dir Normal to 46 ft wall) Leeward Walls (Wind Dir Normal to 75 ft wall) Side Walls t wfoI t i ndward - Min Cp indward - Max Cp Leeward Normal to Ridge • erhang Top (Windward) -0.37 -19.60 -5.43 -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -22.48 -8.31 -0.54 -18.07 -18.07 Developed by Mena Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/16/2010 0/09 L v5 r; 4JpiF Page No. 2 of 4 Wind Pressures on Main Wind Force Resisting qh (Psf) System Min P (Psf) Max P (Psf) Surface GCpf +GCpi -GCpi 1 048 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 lE 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 WINDO5 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Top (Leeward) -0.46 -15.40 Overhang Bottom (Applicable on rftwa ..) 0.80 aw 26.77 Pi = Dist from Windward Edge: 0 ft 10 27 ft - Max Cp -0.18 -13.11 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 13.5 ft 10 27 ft - Min Cp -0.50 -23.82 Dist from Windward Edge: > 27 ft -0.30 -17.13 Kh = Kht = Oh = Theta = * Horizontal distance from windward edge Floure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/ Ht <= 60 ft 2.01*(15/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)A2*ImpFac*Kh*Kht*Kcl Angle of Roof 0.85 1.00 39.37 14.0 Deg -15.40 26.77 1.06 -23.03 -23.03 -9.65 -2.95 Transverse Direction Longitudinal Direction Torsional Load Cases p = q p - GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/16/2010 Page No. 3 of Component width (ft) span (ft) Area (ftA2) Zone GCp - Wind Press (Ib/ft °2) Max Min Max Min RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 - 1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhanas. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.6 ==> 4.60 ft a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to I Developed by Meca Enterprises, inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/16/2010 Page No. 4 of 4�\� horing Systems ;(vuik Bolt 11 Expansion Anchor "'"Carbon Steel Kwik Bolt 1I Allowable Loads In Con 3 /4 (19.1) 33/ (95) (41) 2,/ ( 41/ (108) 21/4 (57) (89) 6* (152) (70) 4 ** (102) 7 ** (178) 31/4 ( 43 / ** (121) 8** ( 4'h (114) 6 (152) 670 (3.0) 530 (2.4) 1200 (5.3) 1330 (5.9) 1170 (5.2) 1870 (8.3) 2080 . (9.3) 1600 (7.1) 2400• (10.7) 3200 (14.2) 1970 (8.8) 2930 (13.0) 4000 (17.8) 3330 (14.8) 4930 (21.9) 4140 (18.4) 5120 (22.8) 670 (3.0) 3470 (15.4) 2320 (10.3) 4130 (18.4) 4930 (21.9) 4140 (18.4) 5120 (22.8) 670 (3.0) 750 (3.3) 1370 (6.1) 1440 (6.4) 1450 (6.4) • 2400 (10.7) 2130 . (9.5) 3290 (14.6) 3730 (16.6) 2670 (11.9) 4800 (21.4) 5870 (26.1) 4140 (18.4) 5120 (22.8) 3200 (14.2) 5870 (26.1) 6320 (28.1) Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) Ib (kN) Ib (kN) . Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) 11/4 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) . 1 /4 (6.4) a / 4 (9.5) 114 6/ (15.9) 1 (25.4) 2* (51) * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce } the shear values by 20 %. 9 ( 2000 psi (13.8 MPa) 3000 ps 560 (2.5) 6670 (29.7) 530 (2.4) (17.1) Shear Through The Threads 590 (2.6) All other values shown are for shear plane acting,through_either: (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) 530 (2.4) 990 650 1040 (4.4) (2.9) (4.6) 1290 1470 (5.7) 1470 (6.5) 1390 (6.5) (6.2) 1940 1310 1970 (8.6) (5.8) (8.8) 2130 2450 ( ; 2450 2450 2800 2450 (10.9) 2310: (10.9) 2530 (10.9) . (12.5) (10.9) (10.3); (11.3) 3070 1870; 3070 (13.7) (8.3) (13.7) 2850 3840 (12.7) 3840 (17.1) 630 (2.8) 4670 7070 4050 7600 (31.4) (18.0) (33.8) (20.8) 60Q0 7070 8400 9200 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) (40.9) 7570 (40.9) 8670 (40.9) 10670 ( 34.1) (38.6) (47.5) ** Values -shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12 %. 4.3.3 530 670 530 (2.4) (3.0) (2.4) 1100 850 1100 (4.9) (3.8) (4.9) 1470 1550 1470 (6.5) "(6.9) (6.5) 1970 1730 1970 (8.8) (7.7) (8.8) 3070 2670 3070 (13.7) (11.9) (13.7) 3840 4190 3840 (17.1) (18.6) (17.1) 8140 (36.2) 5070 (22.6) 4140 (18.4) 5120 (22.8) • Hilti P r o d u d t Technical Guide 1 O ? / Anchoring Systems • *Kwik Bolt 11 Expansion Anchor Influence of Anchor Spacing and Edge Distance • 8 (203) 9 (229) 10 (254) 12 (305) 14 (356) 120 Load Adjustment Factors (Anchor Spacing) tA Tensile/Shear Spacing Anchor Diameter in. (mm) f 0.3 +0.40 fors Edge Distance in. ( fa, fa (Ithl = minimum embedment) Load Adj stnient Factors (Edge Distance) IR TenClie • friN Shear f Anchor Oa meter Anchor Diameter Influence of Anchor Spacing and Edge Distance f = standard embedment) Load Adjustment Factors (Anchor Spacing) f Spacing in. (mm) 2 51 21/ 57 21/ 64 2'/4 70 3'/4 83 33/4 ( 95) 41/2 114 5 127 51/ (140) 6 (152) 61/2 (165) 7 (178) 8 (203) 9 (229) 10 (254) 12 (305) , 1 (356) 1 .46 (406) 18 (457) Tension/Shear 3/ An .70 .73 .79 .85 .94 1.0 char D 1/2 .72.* .79 , .83 .87 1/ .70 .74 .78 .81 .89 .96 1 .0 478 ..70 6 (152) .81 .73 61/2 (165) .84 .75 7 (178) .91- :80 8 (203) .97 .85 9 (229) .91 .96 1.0 /8 .81 lameter .85 .89 .93 f 0.3 +0.40 for s >7 > 3 /4 .75 Edge Distance c in. (mm) 2 51 51/ (140) 1/ .80 F Load Adjustment Factors (Edge Distance) f Tension f Anchor Diameter 1.0 .90 10 (254) 1.0 12 (305) 14 (356) 16 (406) 18 (457) f,,= 0.4 = +0.40 for c, > c > C 1 .80 .83 .87 .93 1 .0 Shear f Anchor Diameter 34 '/4 1/ .81 .89 .97 1.0 .67 .73 .79 .85 !:97 1.0 6..0.333 for c > c > c 3/4 .56 1 .61 .67 .72 .52 .82 .59 .92 .67 1.0 .74 .89 1.0 4.3.3 BUILDING PERMII APPLICATION FBC 20 Permit Type iJ 3 Ft°Ycliatth one # - 7116 2S 1 0k3 Owner's Addres �� . p ( t �, S , City s L c/ State Zip S �� `7 5 ` 3 (-C Phone # Owner's Name (Fee Simple Titleholder) Tenant/Lessee Name Email Job Address (where the work is being done) City r iami Shores Villa • e FOLIO / PARC Is Building Hist Contractor's Co Qualifier Name Architect/Engine4 L# rically Designated YES Contractor's Ad ess c.39 t0 City t e f :LL c reilck-.(F State L_ State Certificate Or Registration No. ��' / 72 Certificate of Competency No. Contact Phone 5 - .3 ? E -mail Value of Work ]:for this Permit $ Type of Work: EAddition Describe Work: 1 pany Name }1-' &s oi 1-7! 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 is Name (if applicable) Phone # 3 100 ❑Alteration ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * ** Submittal Fee $ 'I, Permit Fee $ Notary $ Scanning $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 9 Training/Education Fee $ Radon $ County Miami -Dade NO DPBR $ � C X NNE APR 2 uw 2010 ,SI BY:- 1, Lap Permit No. Master Permit No. 62 9 J/ 30 Phone # Zip %2 Phone # Square / Linear Footage Of Work: ❑New ❑ Repair/Replace CCF $ Zip Flood Zone ❑ Demolition ` ✓Q * * * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC $ Technology Fee $ Bond $ 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 i11 he ilbrfolnied i to meet the standards of 841 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 CONDITIQNERS, 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 Ilien 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 o ich posted notice, the inspection will n be approved and a reinspection fee will be charged. 4 or Agent The for instrument as a . befor day �� � , 2 , by : who is personally known to me or who has produced NOTARY UBLIC: Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) As identification and who did take an oath. Signature �. Sign: Print: ( ( Contractor The foregoing instrument was acknowledged before me thi day of L , 20 10, by silfeettndti who is personally known to me or who has produced 7N ajg Lcce as identification and who did- take an oath. NOTARY P LIC: raleeuaaaau ......... lN!!RR!lpiVRV My Commission Expires: PAMELA J. PACHECQ ..` Comm# DD0854302 * ** d am ,t APPROVED BY �'�/ /�� Plans Examiner Zoning *** ataFl Yat9t********** kdtk*tP ****** ** *a * ** *** *ak***Je*** *9c9 *** *dcit**+t * Expires 1/25/2013 Engineer Clerk checked Tenaift/Lessee Name Email Contact Phone 121V31 Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 sosss...°t: BUILDING PERMIT APPLICATION FBC 20 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Contractor's Company Name - !� C r err (2)1 phone # Contractor's Address ;S o Cp City F f 1 t ., ?' State Pi: Zip 0 Qualifier Name d a -.- fry p (/ Phone # E -mail Training/Education Fee $ c _O3 Square / Linear Footage Of Work: ['New ❑ Repair/Replace Submittal Fee $ - Permit Fee $ /S e‘l CCF $ 0 CO /CC $ Notary $ Scanning $9, Radon $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ DPBR $ Phone # Phone # Bond $ See Reverse side -+ Permit No. Master Permit No42 C C) 1-- ' I _ 0 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder),4' / /J3 /r° V0 Phone # - 734-an 013 8 Owner's Address ( it - 3 O We- r p7 g ' City ` Yl S State Feat: o f a Zip 2 ;3 Job Address (where the work is being done) � ' e f 07 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone State Certificate or Registration No. ( 4. 5 L' 7 g 3 C) Certificate of Competency No. ❑ Demolition /i ti" - ii. , 0 f.i1 i1 L 1 'Z�' P AM I M lii Technology Fee $ (0 : onding Company'$Name (if applicable) Bonding Company's Address 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 , P LUMBING, 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/ .proved and a reinspection fee will be charged. Signature The for day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: A Sign: Print: State Zip �., -. My Commission Expires: "RI Valeria Simoens `Y °G . :;' - COMMISSION, 0080 9582 ,.. c° = EXPIRES: JULY 29, p, „oF 2012 APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Contractor t 4 trument was acknowledged before me s e foregoing instrument was acknowledged before me°i(444 , 20 , by �� G J /� WQ4 of 6YJ' , 20 I0 , by Plans Examiner Engineer Signature who is personally known to me or who has produced pt.— as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission . '% Valeria Simoens :COMMISSION #DD809582 • Ser EXPIRES: JuLy 29, 2012 *nY9c** 1 ��iY9:WVAVIANarmUa ':F9Y***k*** Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 20 Contractor's Company Name (m SY( i 67 (Ovp Phone # `7 — 6 2 e 3 3 J Contractor's Address 3 0 l .31L1 l 7' Sr City h- State Pt— Zip 3 3 ) Z- Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) / 51S / ' v rellt.YJl Phone # /' 3� -?r "- o) 1 Owner's Address t3 .-- Cit rp e S kz/i e,. State ` Zip 2 Tenant/Lessee Name Phone # Email ��t th .r„ 74„,77 Job Address (where the work is being done) C ® dJi IO � � eek City Miami Shores Village County Miami -Dade Zip -2 )11 K t FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Miami Shores Village �� X29 / „� ?�8 MQ �, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: - = -- - -_ - -- Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. C ® c Qualifier Name AI e XmaQ t4 + p Phone # State Certificate or Registration No. C' 6e, /56 7 3 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: DAddition Describe Work: fa e t' Sl tt CO 6 DAlteration Submittal Fee $ Permit Fee $ ['New ❑ Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * Double Fee $ Violation date: Structural Review. $ 1�G' Square / Linear Footage Of Work: CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ ❑ Demolition Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUM BING,'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 COM1VIENCEMENT 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 appr ed and a reinspection fee will be charged. The foregoing day o Sign: Print: My Commission Expires: who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: (Revised 07 /10 /07)(Revised 06/10/2009) a ,, • , ." ,, , �,taleria Simoens i Y aU6`o �Oh W.c,StON#DD8095 . t . ". p(pIREw: 9 ' l ° '�3 •f;4 yy yyyy.AARUr.�3OTARYcom Signature Sign: Print: Contractor 1 The foregoing ins ent was acknowledged before me thisli a of , 20 AO , by who is personally known to me or who has producj... as identification and who did take an oath. NOTARY PUBLIC: Ar My Commission Emi ' . `COMMISSION #DD809582 oFFti�° EXPIRES:,JU(_Y29,2012 WWW.AARONNOTARY.com APPROVED BY */S /;/t Sir" 444 'Plans Examiner Zoning Engineer Clerk checked