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WS-10-1219Inspection Number: INSP - 155909 Scheduled Inspection Date: February 24, 2011 Inspector: Bruhn, Norman Owner: GREEN, MARY LEE Job Address: 930 NE 95 Street Project: <NONE> February 23, 2011 Miami Shores, FL Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: AMERICAN HOME BUILDER OF SOUTH FLORIDA For Inspections please call: (305)762 -4949 Permit Number: WS -7 -10 -1219 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050070070 Phone: (786)295 -9861 REPALCE WINDOWS WITH IMPACT WINDOWS ONE DOOR Passe ' r 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- 151367. CREATED AS REINSPECTION FOR INSP- 151236. CREATED AS REINSPECTION FOR INSP - 147834. CONTRACTOR MUST BE ONSITE. JR WINDOWS ARE LABELED INCORRECTLY. THE WINDOWS INSTALKLED DO NOT MATCH THE PA SUBMITTED BUT ARE LABELED AS PA. i CALLED THE MANUFACTURERE PER THE LABEL AND THEY INFORMED ME THAT THE LABELS ARE NOT THE ONES THEY USE. REVISE PLANS AND LABEL PRODUCT PER CODE. NB Same comments. NB Page 11 of 17 1'1 BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: 4 Ad) q S s Is the Building Historically Designated: Yes 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 p NotOS 10 \ Master Permit No. FCTEVR FEB 1 5.2011 Permit Type: BUILDING ,,AA �+� � � y OWNER: Name (Fee Simple Titleholder): ft o Cea Cepat rX. Phone #: Address: ? 3 0 A)5 4 5" 6/ City: 'I if Aug, 16` State: Zip: Tenant/Lessee Name: Phone #: Email: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: NO Flood Zone: CONTRACTOR: Company Name: e J A S a-W�� Phone #: 41 2.4 5 Address: /37 qD /�='� , City: 44/ / State: Qualifier Name: ; Phone #: 7 €36. 6121404 / State Certification or Registration #: &ioe /6// Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: 3 /lEI3 Value of Work for this ;''.. Square/Linear Footage of Work: Type of Work: ❑ qi. Iteration New ORepair/Replac Description R _( _ ' :i*.:216I01011W,fillittEMnideilEllr6 rill K OUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ s3E9 CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 commencem 't must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the, of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instru ent was acknowledged before me this l / day of -i1 U4 2 20 // /, by ��Ry Gv � R e34, , who is personally known to me or who has produced )d (0( S L(c,& &Sr As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY V" /677 P "kb MANUEL DOMENE, MY COMMISSION # DD9191 s, % EXPIRES: August 23.2013 I ARY .. Ft Notary okrnant Assoc Co. (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Signature tor The foregoing instrument was acknowledged before me this / L day of AO "( , 20 / , by Sign: Print: who is,personally known to me or who has produced / A % ALA( s 1 C610‘ 1i' as identification and who did take an oath. NOTARY PUBLIC: 2 ��s DO E H um*" X 23.2013 141304 4rorARY fl. Notar Di Assoc 4p4.4 . r/ r-Lvvc: ?) /3/67(it My Commission Expires: Zoning Clerk It) wit N C Nor rivclwDrp f FRvnTr00 7 70 3 1_ ,- 7yX5asftr 1- Pw - 7 1 0 /- PLO- ?V 2‘ (- 1 xqX71 1 /)Yx79 Ti XSbjlQ 53X3(0 ly- fr. So s/g 4 53X ° 1/4 Miami Shores Village BY DATE APPROVED KING DEPT Ciiirt 9 _9 (6rr t . . e SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Y NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp. dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010 -1454 SCOPE: Y r j� v " ^' t 4: 11 FEB 1 5 20W BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION �. a a ° a _ MIAMI DADE COUNTY, FLORIDA t PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 MIAMI, FLORIDA 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.GOV/buildintcode 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 Section 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 Section (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 Section 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 tl a Florid $ ' in Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "200" Aluminum Horizontal Sliding Window -- L.M. APPROVAL DOCUMENT: Drawing No. W10 -26, titled "Series 200 Alum. Ho (L.M.I.) ", sheets 1 through 6 of 6, dated 04/23/10 with revision "B" dated 12/09/1 Corporation, signed and sealed by Javad Alunad, P. E., bearing the Miami —Dade Approval stamp with the Notice of Acceptance number and Approval date by th Product Control Section. MISSILE I $,;y RATING: Large and Small Missile Impact Resistant. • O SI -12 1 shall bear a permanent label with the manufacturer's nan>i o,Tago, city, state and • i —Dade County Product Control Approved ", unless otherwise noteporein. • NOA No. 10-0824.05 Expiration Date: December 30, 2015 Approval Date: December 30, 2010 Page 1 •••• LABELIN followin RE OA shall be considered after a renewal application has been filed and there has been no cable building code negatively affecting the performance of this product. N of this NOA will occur after the expiration date or if there has been a revision or change in use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of ict, for sales, advertising or any other purposes shall automatically terininate this NOA. Failure to y with any section of this NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • • • • 1 Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 04/23/10 with revision "B" dated 12/09/10, prepared by Al— Farooq Corporation, signed and sealed by Javad Alunad, 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, TAS 202 -94 along with marked —up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF -0126.01 -10, dated 06/08/10, signed by Edmundo J. Largaespada, P. E. C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, com1lyi g with F fie4007, prepared by Al— Farooq Corporation, dated 06/24/10, signed anCr settled b3�'Jalfad Ahmad, P. E. G. OTHERS 1. None. • Complies with ASTM E1300 -04 • ••• • D. QUALITY ASSURANCE 1. Miami —Dade Building and Neighborhood Compliance Departmetrt E. MATERIAL CERTIFICATIONS E -1 • • • • • (BNC) : • • • • • • • • 1. Notice of Acceptance No. 10- 0413.04issued to E.I. DuPont 13eNelhours 71,4 Co., Inc.' for their "DuPont Sentry Glass® Interlayer" dated 05/26/20 T8, expiringex :• 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. • F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF -- 0126.0110, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. 3. Proposal No. 09 -1140 issued by BCCO, dated August 17, 2009, signed by Renzo Narcisco. alma D. Gasc n, P. E. Chief, Product Control Section NOA No. 10-0824.05 Expiration Date: December 30, 2015 Approval Date: December 30, 2010 • • • .• • • • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS 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 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 1S 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 200.3.8.4. • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - --- - - - - - -- • • • • • ••• •• • • • • • • • • • • • •• • • TYPICAL ELEVATIONS • • • H • • • • • • " g 0 1 SILICONE DOW CORNING 995 • PECORA 895 • MAX.• HOD/51U. CIERS • ••• •tt I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 24 5/8" D.L OPG. 28 3/4" VENT WIDTH .090 INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 0 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SILICONE DOW CORNING 995 PECORA 895 111' WINDOW WIDTH 9' MAX HEAD /Sill 48 5/8' D.L. OPG. 1/8' HEAT STREN'D. GLASS 3/16 HEAT STREN'D. GLASS 24 5/8" O.L. OPG. 28 3/4" VENT WIDTH 1/8" HEAT STREN O. GLASS 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 995 PECORA 895 io 1) fV K N A 0 n O m 0 0 m 0 0 0 drowing no. W10 -26 (sheet 1 of 6 WINDOW WIDTH • 9 MAX. • JL '0 i tl li H \ \\ • 11 1: vdo 11 II II rr — r u u £t 95 H 1N3A 11 ez ss II _J1 II I I I - II Iu j I 1 r VENT HEIGHT 55 13/16 I I I I I I I I I O '0d0 "TO II II II — • • 1 1 1 • • \ \ \ 'OdO 7O �� ,,U ,./ iI II II THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS 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 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 1S 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 200.3.8.4. • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - --- - - - - - -- • • • • • ••• •• • • • • • • • • • • • •• • • TYPICAL ELEVATIONS • • • H • • • • • • " g 0 1 SILICONE DOW CORNING 995 • PECORA 895 • MAX.• HOD/51U. CIERS • ••• •tt I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 24 5/8" D.L OPG. 28 3/4" VENT WIDTH .090 INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 0 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SILICONE DOW CORNING 995 PECORA 895 111' WINDOW WIDTH 9' MAX HEAD /Sill 48 5/8' D.L. OPG. 1/8' HEAT STREN'D. GLASS 3/16 HEAT STREN'D. GLASS 24 5/8" O.L. OPG. 28 3/4" VENT WIDTH 1/8" HEAT STREN O. GLASS 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 995 PECORA 895 io 1) fV K N A 0 n O m 0 0 m 0 0 0 drowing no. W10 -26 (sheet 1 of 6 WINDOW WIDTH • 9 MAX. • CORNERS HEAD/SUP • • • • • ,e /£ 95 1H913H MGGNIAI Iu j I 1 r VENT HEIGHT 55 13/16 I I I I I I I I I O '0d0 "TO II ri — • • 1 1 1 • • \ \ \ 'OdO 7O �� ,,U ,./ iI II .9l /C 95 FALSE MUNTINS SURFACE APPLED) 32 5/8' 33" MAY BE USED D.L OPG. 36 3/4 D.L OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS 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 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 1S 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 200.3.8.4. • • ••• • • • ••• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - --- - - - - - -- • • • • • ••• •• • • • • • • • • • • • •• • • TYPICAL ELEVATIONS • • • H • • • • • • " g 0 1 SILICONE DOW CORNING 995 • PECORA 895 • MAX.• HOD/51U. CIERS • ••• •tt I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 24 5/8" D.L OPG. 28 3/4" VENT WIDTH .090 INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 0 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SILICONE DOW CORNING 995 PECORA 895 111' WINDOW WIDTH 9' MAX HEAD /Sill 48 5/8' D.L. OPG. 1/8' HEAT STREN'D. GLASS 3/16 HEAT STREN'D. GLASS 24 5/8" O.L. OPG. 28 3/4" VENT WIDTH 1/8" HEAT STREN O. GLASS 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 995 PECORA 895 io 1) fV K N A 0 n O m 0 0 m 0 0 0 drowing no. W10 -26 (sheet 1 of 6 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A GLASS TYPES GLASS TYPE '' & 'C' B ' D' 9110TH HEIOHT EM.( +) INT.( - ) EM.(+) INT.( - ) 26 -1/2" 3 70.0 70.0 800 90.0 37' 4 70.0 70.0 80.0 90.0 53 -1/8" 28° 8 70.0 70.0 80.0 90.0 74° 6 70.0 700 80.0 90.0 26 -1/2" 38 -3/8" 3 70.0 70.0 80.0 90.0 37' 4 70.0 70.0 80.0 90.0 53 -1/8' 38-3/8" 6 70.0 70.0 80.0 90.0 74' 50 -5/8. 8 70.0 70.0 80.0 90.0 26 -1/2" 3 70.0 70.0 80.0 90.0 37" 4 70.0 70.0 80.0 90.0 53 -1/8" 5/8, 8 70.0 70.0 80.0 90.0 74' 6 700 70.0 80.0 900 26 -1/2 3 70.0 70.0 80.0 90.0 37" 4 70.0 70.0 800 90.0 53 -1 /8" 2 8 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 804 89.0 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 24" 5 70.0 70.0 60.0 90.0 7 70.0 70.0 80.0 90.0 's 8 70.0 70.0 80.0 90.0 9 3 700 700 80.0 90.0 11 70.0 4 70.0 70.0 80.0 90.0 704 38" 5 70.0 70.0 80.0 90.0 70.0 70.0 7 70.0 70.0 80.0 90.0 70.0 70.0 8 70.0 70.0 80.0 90.0 70.0 70.0 3 700 700 80.0 900 70.0 70.0 4 70.0 70.0 80.0 90.0 's 5 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 3 70.0 704 80.0 90.0 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.0 90.0 7' 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 2 3 70.0 70.0 800 90.0 4 70.0 70.0 80.0 90.0 S 70.0 70.0 800 90.0 7 70.0 70.0 80.0 90.0 8 70.0 700 80.0 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPES GLASS TYPE 'B' & 'C' ' D' MOTH 880617 EXT.( +) Mg-) EM.( +) INT.( -) • 74" 8 70.0 70.0 80.0 90.0 108 -1/4" 12 70.0 70.0 80.0 90.0 111" 12 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 108 -1/4" 38 -3/8" 12 70.0 70.0 80.0 90.0 111' 12 70.0 70.0 80.0 90.0 74' 8 70.0 70.0 80.0 90.0 106 -1/4' 50 -5/8. 12 70.0 70.0 80.0 90.0 111' 12 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 106 -1/4" 63° 12 70.0 70.0 80.0 90.0 111" 12 70.0 704 80.0 89.0 72" 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 98" J8 11 70.0 70.0 80.0 90.0 108' 12 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 's 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 700 80.0 90.0 12 704 70.0 80.0 90.0 72 8 70.0 70.0 80.0 90.0 84" _ 9 70.0 70.0 80.0 90.0 98 11 70.0 70.0 80.0 90.0 108' 12 70.0 70.0 80.0 90.0 ii (1/28) ii (1/26) . XO OR OX' A = NO. OF ANCHORS PER HEAD & SILL II I (1/38) OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH . XO OR OX' • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • ••• •• •• • • • •• • •• • • • ••• • • • •• •• •• • • • • • • • • • • • •• •• •• ••• •• • • •• • • • • • ••• •• (1/3W) (1/36) ii (1/36) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 91300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT WAGS-DEC-219 A - N0. OF ANCHORS PER HEAD & SILL Env: JAVA° MUM FLA. PE% 70892 CAN. 3538 ( ii (1/21) (1/46) DEC 0 7 2010 'xox' AP"Ar:- • " • z 0 J drawing no. W1 0-26 sheet 2 of 6,) 00 ALUM HORIZ. SLIDING W • • ••• • • • ••• •• •• • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • •• W1 0 c IBY WOOD BUCK s "d a d 4 m AO 0 x H TYPICAL ANCHORS SEE ELEV. FOR SPACING x TYPICAL ANCHORS SEE ELEV. FOR SPACING ADHERED TO SILL WITH SILICONE METAL STRUCTURE • ••• • • F S I Ne • • • • • •• • a • • • • • • • • ••• 0 ••• • • W3 ° p ° IBY WOOD BUCK • •2 ••• • • • ar •• • • • •• ap • • • • •• • • • • • • • •• •• WEEPHOLES; W1 = 3/4" X 1 -1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/16" X 1 -1/2 WEEP SLOT AT 2" FROM EACH END W3 1/8" X 1 -3/4" WEEP SLOT AT MID WIDTH OF VENT. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. ALUM BAR 2 -3/ 6" X 1/6" X 3" LONG AT FIXED MTG. RAIL LOCATIONS ' TYPICAL ANCHORS SEE' ELEV.' FOR SPACING • .. • 1 ,iasi , Is om TYPICAL ANCHORS SEE ELEV. FOR SPACING r 1 r i II MIAMI -DADE COUNTY APPROVED 1 I1 MULLION & MULLION ANCHORS 1 I, SEE SEPARATE NOA I 1I I I, I 1 i 1 W000 BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. Ul TRACON BY 'ELCO' (Fu =177 KS1, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU tBY 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 SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (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 AT HEAD, 511.1. OR JAMBS fc = 3000 P51 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS fm = 2000 P51 MIN. Engr: JA� FLA. PE #•71511`2 C.A.N. 3536 C 092010 TYPICAL ANCHORS SEE ELEV. FOR SPACING Approval as eong11Y Date AV nT.t "�.: By O'er � v cv W 0 a� 8 v'o o o ' 3 E 0 4 z ( sa p i t 46ti drawing no. W10 - 26 sheet 3 of 6 • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE VENT WIDTH D.L OPG. EXTERIOR WINDOW WIDTH XO LAYOUT 1/4" SHIM WOOD BUCK O SIRUCTU TYPICAL ANCHORS SEE ELEV. FOR SPACING 0.1. OPG XOX LAYOUT • • SIPAS • • • • • •• • • • • • • • • • • • • • • • D.L OPG. EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH VENT WIDTH •• •• T•+ICAL ANCHORS • S!E ELEV. • VON SPACING •t• ••• 1 B WOOD BUCKS 1/4 MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 DEC 07 2010 0 n Crowing no. W1 -26 sheet of 6 ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUKR /REMARKS 1 V103 1 FRAME HEAD 8063 -T6 - • • V • • • 1 • F 1E SILy • 6063 -T6 - 3 • X/203 • ••I • SII.•TRACK • 6063 -T6 - ti • V201 ; • 2 FR�IE JAMB: 6063 -76 - • • • Woo • • ASSIEOD. IRI•PJAMB•A•APTER 6083 -T6 6 V104 1/ VENT P680 1170. RAIL 6063 -76 - 7 V204 1/ VENT VENT INTERLOCK 6083 -T6 - • VI ■ 4209 • •VENT • 04M S>yj 6063 -06 - 9 • 1 410 • 0/ VENT • TOP. AX/ID BOTTOM RAIL 8083 -18 - • ia • ••• y10% • 4 QD.• •GLAZING • EilA0 6083 -T8 - T 40---46--41-- 1 • • - • • I!� RED.• A 0 -O AL RISER 6083 -T8 USE AS RECD. - / 61 ROLLER HOUSING & GUIDE CELCON - 15 1208 2/ VENT ROLLER . BRASS - 18 V207 2/ VENT ROLLER PIN ST. STEEL - 17 g8 X 1 -1/4" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX RAIL SILL SCREWS (SILL ENO) CRS P.H. WS 19 - AS REOD. FIN SEAL W STRIPPING - ULTRAFAB 20 914600 AS REGD. BULB SEAL (DUAL DUROMETER, T -S LOT -50, B0LB -73) NEOPRENE ULTRAFAB 22 914600 AS REOD. GLAZING BEAD BULB (DUAL DUROMETER. T- SLOT -50. BULB -73) NEOPRENE ULTRAFAO 23 - 2/ VENT SWEEP LATCH - AT 6 -1/2" FROM EACH ENO 24 88 X 3/4" 2/ LATCH LATCH INST. SCREW ST. STEEL PH 5115 25 - 2/ WDW. WEEP VALVE - - 26 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 27 B6 X 1/2" 2 BAFFLE INSTALLATION SCREWS - PH TEKS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• Q FRAME HEAD FRAME SILL SILL TRACK FRAME JAMB Q VENT TOP /BOTTOM RAIL JAMB STILE 0 MEETING RAIL © FIXED MTG. RAIL 10 GLAZING BEAD ® JAMB ADAPTER .0821r_ 1 100 .674 184 13 SILL RISER 2.187 -y p-.125 ALUMINUM BAR • • • • • • 4 Engr: JAVAO AMMAR FLA PE 0 70892 CAN. 3538 DEC 07 2010 z I Ri o D OHIO M 0 1 0 a m D 2 9. ti drowing no. W10 - 26 (sheet 5 of 6 ) • •••• • • • • •••• • •• •• • • ••• • • • •• • 04 -23-10 , seam I - 1• a. re: HAMD Mk. by: revisions: SERIES 200 ALUM HORIZ. SLIDING WDW. (LW.) Labrador & Fundoro Corp. dbo -V & V Windows 2355 West 4th Ave. Hialeah, FL 33010 TEL. (305) 888 -4151 FM. (305) 888 -1042 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2848100 FAX. (305) 28246878 C COMP- ANL \W10 -26W • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4 Avenue Hialeah, FL 33010 -1454 SCOPE: 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 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 tie • F�le�jida Buii g Code, including the High Velocity Hurricane Zone. • • • • • • • • • • DESCRIPTION: Series "300" 8'0" outswing Glazed Aluminum Entrance Doors MI. • APPROVAL DOCUMENT: Drawing No. W10 -08, titled "Series Aluminum Out- Swiag Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08 /09 /10,oprepared bytr1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami- DadPtb inty P;odttet: Control Approval stamp with the Notice of Acceptance number and Approval date b9the•Miami -D&tle • • County Product Control Division. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 4 , . • LIMITATIONS: The maximum positive exterior design pressure shall be + 66.30 psf where watgr infiltration requirement is needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E -1, E -2, E-3, E-4 and E -5, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 Page 1 Labrador & Fundora Corp dba V & V Windows G. OTHERS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, 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, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum outswing French door, prepared by American Test Lab of South Florida, Test Report No. ATLSF - 0403.02 -08, dated 01/18/10, signed and sealed by William R. Mehner P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. ••••• • • . . . •• • . • • • C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC'2007, dated March 18, 2010, prepared by Al- Farooq Corporation, dated 08/10/10, sigI e.nd saaied y Javad Ahmad, P. E. .... Complies with ASTM E1300 -04 • • D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E -1 • •• • • • • •. • • • • • • • • • • • •• • • E. MATERIAL CERTIFICATIONS 1. 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. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0403.02 -08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. Jaime D. Gascod, P. E. Chief, Product Control Division NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 • • • • G i 1/8' HEAT STREN'D GLASS 3/16' HEAT STREW!) GLASS .090' INTERLAYER .090' INTERLAYER BUTACITE Mt BY 'DUPONT' BUTACITE PV8 BY 'DUPONT' or HEAT STREW) GLASS 3/16' HEAT STREW!) GLASS 9100014E SILICONE 995 00W 995 PECORA 895 PECORA 895 Z r s VI © �II � m CA / © t \ \. GLASS TYPE 'A' 5/19' OVERALL LAM. GLASS GLAZING OPTIONS GLASS TYPE 'B' 7/18' OVERALL LAM. GLASS • • • • • . • • • • • • • • • • • ... • • • • • • • .. • • • • • • • • • • • • • • • • ... ... • ...... .... • .. ... .. • • • • • • • • • .. .. • ...... • GLAZING DETAIL AT SIDELITE NOM • • • . . ...... • • • • • • • .. • • • • • • • • • • • • • . .. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0 /x) AND DOUBLE (0 /xx) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5 LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWIS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4 e 3AVAD 4V1.41 OVA RA PE 70597 C.A.N. 3536 1 0 2010 • 0 CI I s ot g 0 g a&a ^.1 0401 W � f a! z B 5 t drawing no. W10 -08 (sheet 1 of 12) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• 5' MAIL MAD/91.1 CORNERS 28 3/4' MAX D.L. OPC. 36 3/4' MAX. LEAF W@TH 0009.5 LOAD CAPACITY - PSF SINGLE 000RS WITHOUT TRANSOM (X) GLASS TYPE GLASS TYPE 0009 DIMS. 'A• •8• FRAME FRAME HEIGHT EXT.(+) NT.( -) EXT.(+) NT.( -) 37 -5/8' 96' 70.0 80.0 70.0 80.0 39-5/6' 88.3 73.8 66.3 75.8 SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY 8E USED 26 3/4' MAX. 36 3/4' MAX. LEAF WIDTH (X) (XX) 26 3/4' MAX. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITBOLrf TRANSOM (XX) CLASS TYPE MASS TYPE 0008 0815. A B mom FRAME 81081 EXT.( +) NT.(-) 72' 66' 70.0 80.0 7EXT.( +) no.{-) 0.0 . 80.0 76' 66.3 79.8 66.3 75.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 G I 0 2010 drawing no. W10 -081 (sheet 2 of 12 / / / • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• 5' MAIL MAD/91.1 CORNERS 28 3/4' MAX D.L. OPC. 36 3/4' MAX. LEAF W@TH 0009.5 LOAD CAPACITY - PSF SINGLE 000RS WITHOUT TRANSOM (X) GLASS TYPE GLASS TYPE 0009 DIMS. 'A• •8• FRAME FRAME HEIGHT EXT.(+) NT.( -) EXT.(+) NT.( -) 37 -5/8' 96' 70.0 80.0 70.0 80.0 39-5/6' 88.3 73.8 66.3 75.8 SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY 8E USED 26 3/4' MAX. 36 3/4' MAX. LEAF WIDTH (X) (XX) 26 3/4' MAX. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITBOLrf TRANSOM (XX) CLASS TYPE MASS TYPE 0008 0815. A B mom FRAME 81081 EXT.( +) NT.(-) 72' 66' 70.0 80.0 7EXT.( +) no.{-) 0.0 . 80.0 76' 66.3 79.8 66.3 75.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 G I 0 2010 drawing no. W10 -081 (sheet 2 of 12 DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/O) DOOR CMS. I 1 1 GLASS TYPE . FRAmE FRAME R. FRAME WIDTH L. EXT.( +) WIDTH HECHT EXT.(+) INT.( -) EXT.(+) INT.( -) 37 -5/8 120 II 80.0 70.0 80.0 39 -5/8 88.3 • / 75.8 68.3 758 ACTNE DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/O) DOOR CMS. GLASS TYPE •p• GLASS TYPE . FRAmE FRAME R. FRAME WIDTH FRAME HEICI4T EXT.( +) WIDTH HECHT EXT.(+) INT.( -) EXT.(+) INT.( -) 37 -5/8 120 70.0 80.0 70.0 80.0 39 -5/8 88.3 65.3 75.8 68.3 758 DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (0/00) CLASS TYPE GLASS TYPE DOOR DIMS. •p• R. FRAME WIDTH FRAME HEICI4T EXT.( +) INT.( -) EXT.(+) INT.( -) 72" 120- 70.0 80.0 70.0 80.0 76 68.3 75.8 88.3 75.6 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • CORNERS SURFACE APPLIED FALSE MUNTINS 00 DECORATVE GRILL MAY RA USED 39 5/8' MAR. FRAME WIDTH 35 D.L. OPG. 12- MAW HEAD SILL I -) 28 3/4 MAO. D.L OPG. 38 3/4 Max. LEAF WIDTH (o /x) (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS S g 0 5' MAO. MEAD /SILL CORNERS 0 SURFACE APPLIED FALSE MUNIINS OR DECORATIVE GRILL MAY BE USED • • • • • • • • • • • • • • • • • • • • • • • ••• • • / II ACRVE 26 3/4' MAO. D.L OPG. 36 3/4 MAX. LEAF WIDTH • ..• • • • • 6'.0 7Ax.. • • • • •FRAA1 • Omni • • • • • • • • 71 •/165 • • • • • • INACTIVE 26 3/4 MAX. D.L OPG. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS ALUM REINF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 219 Engr .IAVAO ANNA° CNIL FU PE (f 79592 CALL 5538 Mad .1 2010 BY smgplyi 11 e Dee crap l40Ai1 ria:L'G. • a - 0 cc ` 8 y o s aI drawing no. W10 -08 (sheet 3 of 12 .9 /f 18 • _ • • 114013H 311V214 O.L. OPG. • 1 1 1 1 1 1 r GLASS TYPE 'A' or SIDEUTE 8/0 REINF. SIDEUTE IT/ AUJM REINF. V I\ SIDELITE Wj ALUM REINF. r k / / / / i \ \ 1 \ \ \ ___11 n ,. I n -4 \ II \ i1 _ AN. _ \ \ \ \ 1 \ \ ,, / / / / / / / I/ 32 '� 70 0 ACTIVE 1 INACTIVE -y, 70.0 80.0 DESIGN LOAD CAPACITY - PSF SDEUTES WRH SINGLE OR 001JBLE LEAF DOORS N1TH0UT TRANSOM GLASS TYPE 'A' GLASS TYPE SIDEUTE 8/0 REINF. SIDEUTE IT/ AUJM REINF. SIDELITE 8/0 REINF. SIDELITE Wj ALUM REINF. EXT.( +) NT.( -) EAT (4) lNT.( -) EXT.( +) WA-) E) 32 80 70 0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 130.0 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 H n „ S 84 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 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 24 28 32 38 40 90 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 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 751 70.0 I 80.0 70.0 75.6 70.0 1 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 87.4 67.4 700 80.0 67.4 87.4 70.0 80.0 64.1 64.1 70.0 75.5 64.1 64.1 70.0 ' 860 • • ••• • • • ••• •• • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. • • •••• • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • 12- • • • • 3' • • I I I CUISTER OF (4) ANCHORS AT HEAD /SILL 145' FRAME WIDTH 12' MAX. HEAD SILL 1 t 31 3/8' D.L. OPG. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDEUTE WIDTH MAX. SEE CHART AT LEFT 26 3/4' MAX. DL OPG. 36 3/4' MAX. LEAF WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 (OXXO) 26 3/4' MAX. D.L OPG. Env: s4VAD *44640 CND. RAPE /740592 C.A.N. 3538 ALUM RE044. USE AS PER CHART Z f 11 O 1 OG a 0 g a0; a w E - .1611, U W 80 A 0 g 0 e S S 8 dra.ong no. W10 -08j sheet 4 of 12) DESIGN IA. F SIDELITES W/ SINGLE OR t / TRANSOM • • • .•.•. •• • • • • ©;,;; r • . • ;;;; I I I! 1 4 /!i% ELITE MOTH •/ . REIN arCHES LIT. on.(-) ry r • 70. i 80.0 70 I 80.0 / � -- I 80.0 700 80.0 ACTIVE 80.0 70. ` 70. DESIGN IA. F SIDELITES W/ SINGLE OR t / TRANSOM GLA TYPE ' SIDELITE SIDEUTE ELITE MOTH •/ . REIN arCHES LIT. on.(-) ry r • 70. 80.0 70 80.0 70. 80.0 700 80.0 70.0 80.0 70. 80.0 70. 80.0 70. 80.0 32 102 70. 80.0 70. 80.0 70. 80.0 70. 80.0 70. 80.0 32 i08 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 114 70.0 80.0 70.0 80.0 32 70.0 80.0 70.0 80.0 36 70.0 77.4 70.0 77.4 24 70.0 73.6 70.0 73.6 28 120 700 70.1 70.0 70.1 32 66.8 68.8 66.8 68.8 36 63.9 83.9 63.9 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACmES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLUSTER Ak (9) AItHORS FOR INSTALIUT104 I103 ADD AND THRU 5100T SUCKS ONT. CLUSTER 0F FOR ALL OTOER •4STI.LATIONS • ••• • • . •. • • • •.• •• • • • • • • • •• • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • •• • • • • • • • •• • • SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED • •. • • • • •31 3/8" • • • • 71 5/16" • OM OP1 1 0 D.L. OPG. • • • • • • • ••r• • • • ALIN RE1NF. t 2- ' . MAX. HEAD SILL STEEL REINF. USE AS PER CHART • • 26 3/4" MAX. D.L. OPG. .38 314" Mau. LEAF WIDTH 145" FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 'III 26 3/4" MAX. D.L. OPG. Car: JANAO NAIAD CNIL FLA. PO 1 70592 CAN. 3538 A(f6 I 0 2010 31 3/8' D .L. OPG CLUSTER OF (6) ANEVORS AT Sat z m N rc W u Applaredscomplyfezoftbits Dm Iz v U a •• b u o • mm 028 " 8 C ` m drawing no. W10 - 08 (sheet 5 of 12) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• BY • • •• ypg5 SEE ELEVATIONS • • • • SEE ATIN FOR SPACING FOR SPACING • WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' OR (Fu= 120 K51, Fym92 K51) 1/4" DIA. ULTRACON BY 'ELCO' (Fo.Tn K51. Fym1S5 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 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 SAS OR SELF DRILMNG SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EOGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, S0.- OR JAMBS re - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 PSI MN. SEALANTS; FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SIUCONE. WEEPS; 3/16' % 3/4" WEEP SLOTS AT 3" FROM EACH END TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE Emir: JAVAU AMMO CTIAL FIA PE f 70592 CAN. 3538 Q 2010 DOOR DETAILS Ri I g7 O g. W U , z z oW b , bo 12i..9" I o s i R 1 drawing no. W10 -08j (sheet 6 of 12) • • .•• • • • .•• •. •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• .. • • ••• 'rm ram=. jf • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • •• • •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• ••• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TRANSOM DETAILS 2 Q m a a � drawing no. W10-08 (sheet 8 of 12; • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEVATIONS r FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING T/4 MAIL TYPICAL ANCHORS a SEE ELEV. - FOR SPACING • • • ••• • • • • • • •• • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• ••• •• • • • • • ••• •• D.L. OPG. — O.L OPG. SIDELTTE DETAILS DOORS W/O TRANSOM CAN 8E WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STEEL Row. ONLY SEE SHEETS 4 AND S FOR CAPACITY G 1 0 2010 D.LO. ssm•PIla.n• Doe NOMTh -o MMW .,... Sheet 9 0112) ITEM / PART 0 READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARIC3 1 • V50• • • 3 / D00j FRAMT•HEAD /JAMB 6063 -76 - • 2 • • V501 1 • • FR SILL 6063 -16 - • 3 • 950 •• • • I • SILL AVER 6063 -76 - 4 - •---Ht 5 • V500 • AS REDS SIUEUS STILE 6063 -16 - • 9505 t•• 2/ LEAF • • TOP AND BOTTOM RAIL 6083 -16 - 6 V506 1/ LEAF HIDE STILE 6083 -18 - 7 9507 1/ LEAF LOCK AND ASTRAGAL STILE 6063 -T6 • B• • V51f• A/A0, IRACTPJE ASTRAGAL STILE 6083 -78 - 11441 • 4 • a9EEP ADAPTER 6063 -T6 - • 1 • R yLEAF Ad RECD. SIDCUTE ADAPTER 6063 -T6 • • • 11 • • • • V b • 6, ifFeCI. 0 CIAZANG BEAD - 5 /18" GLASS 6063 -76 - 11A V517 AS REOD. GLAZING BEAD - 7/18' GLASS 6063 -78 - 12 V512 AS 12E00. REINFORCING STIFFENER 6083 -76 - 12A - AS RECD. REO4FORLTNG CHANNEL STEEL 36 KSI 13 - 2/ LEAF 3/8" THREADED ROD STEEL - 14 - - - - - 15 V514 2/ LEAF RUSH BOLT SUPPORT ANGLE 6063 -15 1 -1/2' X 1 -1/2" X 3/16" 18 - - - - - 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 174 - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - - - - - 19 - AS REOD. FIN SEAL TILE WEATHERSTRIPPING - - 20 V516 AS REOD. BLAB W041915 STI8PPTNG SSNTOPRENE OUROUETER ±60 21 88 X 1/2" AS RECD. GIAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2- FROM ENDS & 8" O.C. MAX. 22 110 X 2" AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL PH SUS 23 - AS REDO. SIDE LUTE ADAPTER SCREWS 5T. STEEL - 24 18 -32 K 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS 5T. STEEL FH M5 25 - AS REOO BUMPER SPACER SILICONE - 26 - - - - - LOCKS: *07195158,: 21111X 21.; 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC: 7/16" X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52 -3/4" FROM BOTTOM LOCK HANDLE AT 49 -1/2" FROM BOTTOM OPTION /2 CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB 111894 ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC: LOCATED AT 48' FROM BOTTOM IANICTNF I AF CONCEALED FLUSH I0L75 BY 'SUUNAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND 511J. MANUALLY OPERATED LEVERS MOUNTED 04 INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4' FROM TOP AND BOTTOM 1000 FASTENED TO STILE WITH (2) 38 -32 X 1/2" FH M5 NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES• • OP110N A=; 7- 13/18" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT AIIDSPAN HINGES FASTENED WITH 110-24 X I/2" FH 15 •• • • • • • • • OPTION /1' 4 -3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RM. TOP HINGE AT 11' FROM TOP RAIL CENTER H11400 AT MIDSPAN HINGES FASTENED WITH 112 -24 X 1/2" FI1 MS • • ••• • • • ••• •• • •• • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • •• • W SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. Cngr: JAVAO mum) COAL FLA PE / 70592 3538 AUt7 0 201D APPOwedOaO *(m` Code Dab i 7/ 7 , NOM Aihl J By ci A 8 drawing no. W10 - 08 (sheet 10 of 12 • • ••• • • • ••• • • • • • •• •• • • 4 • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• .=1@:= - - -- -- - - -- - - -- ME0- 0lM\lNV -et03 • 1 4.000 .078 r rrP. 4.688 094 o 1 'I :I ti � • • • •• • •• • •• • • - AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1233 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308) 2648100 FAX. (308) 26243978 F-2S� 1 2.t25 • • • • • • • • •• 4 -3/4. • • 1 • ••• • 1.750 .626 TYP. .078 3015 BIM' 800( 0 / 2' F r c ••• • • e • - 44 - 0 a•• ' 3 I (� lJ 1 I F.- 2.016 - FRAME HEAD /JAMB l 6 4.000 ---�I HINGE STILE U £1 I' • • •• J • • - r - 1.750-1 112-24 X 3 FH MS CRS TYPE 23 110-24 X F71 MS CRS TYPE 23 t7A t7 3 PIECE HINGE BALL BEARING HINGE 5.313 .078 TYP. 4.000 .078 3.500 I 4.666 1.984 626 1.750 d _J 1.210 1(ALUMINUM OUT -SWING ENTRANCE DOOR Labrador & Fundoro Corp. dba -V at V Windows 2355 West 4111 Ave. Hialeah, fl. 33010 T . (305) 888 - 4151 FAX. (305) 888 -1042 I.. 4.0 - 0O () INACTIVE ASTRAGAL STILE 3.532 .125 •3.782 Cs) .626 TOP & BOTTOM RAIL 4.000 .626 1.7507 .078 TYP. 1.984 1 °J SWEEP 1.500 0 60 1.606 - ADAPTER I -I 1 2 .250 1.000 r 094 r / 3.720 ei Wm* 37 5.3,3 LOCK /ASTRAGAL STILE I - UO d113E0 133AS Sm1 36A013 5/8311101 0738 634 A38 2.200 1 134 0625 TYP. 1010 1.164 51LL COVER 2.251 L .078 ttP 4.176 ,u STIFFENERS y x .560 }` I� 719j .045 11111 015050 1'11 (0 II 1.-1.575 SIDELITE STILE 2.163 COu• „ 4 µ-I b-sao GLAZING BEAD - 7/16" GLASS If omen ise •4) 501 _ .� gyp,. ,tAVS0 OM 71.A A. PE 0 70592 CAN. `938 i . AU t 1 fl Zfl�� ed Applaoa>mPM�•w®U. Aaid9 :• . � - CaOtt DM NO Jr - 1.133 a -^{ .488 .078 1YP. .709 .050 4 .� L. GLAZING BEAD - 5 /I6" GLASS .062 ,o SIDELITE 1313 ADAPTER .814 - drawing no. 1 W1 � j 4.000 (1) FRAME SILL o os ( • • ••• • • • ••• • • • • • •• •• • • 4 • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • RAMMS ENGINEERING 5 INC. Kd = 1.00 • 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 WIND CODE DESIGN WIND LOADS (LBS/SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Max) um) Effective Wind Area (or, Tributary Area) in Square Fee 50 60 10 20 30 40 1.00 0.95 0.92 0.89 0.88 0.86 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4- Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Ma - I ■ um) Effective Wind Area (or, Tributary Area) in 40 Square Feet 50 60 10 20 30 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 410 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 :70.5 60 -78.9 -75.7 -73.7 -72.4 -71.3 Exterior Zones (5 - Walls) Negative Exposure C For the Pressures 146 Effective Wind mph Wind Zone Height (M m) Area (or, Tributary 30 Area) in 40 Square Fee 50 60 10 20 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 • -65.5 - 64.1 • 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 •• •go • • • • • • • • • • •_84•6 •___•. - -78.8 -75.5 -73.1 -71.3 -69.8 • • ilt "• ' • . •.: -83.6 -80.1 -84.0 -77.6 -81.3 -75.7 -79.3 -74.1 -77.6 • r io s • • • •• •1110 • • • • - • --- ir, p • • -87.7 60 -97.4 -90.9 -87.0 -84.3 - -82.2 -80.5 ...P.n.. ,.. ! 0 Cingtrof. Oriel 4 la);,:i 9foiof least horizontal dimension or .4 h, whichever is smaller, ;0 nCtrlessAttarl44% at lea§t horizontal dimension or 3 ft. (h = mean roof height in feet). All*/0:RE 0 t • • eF LADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. \ & fr II . ft • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • r Wigth Heigth N.O.A Ext + Int - Lass Type Window Style 1 53 1/8 50 5/8 07- 1025.09 80 100 B Horizontal Slider 2 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 3 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 4 531/8 50 5/8 07- 1025.09 80 100 B Horizontal Slider 5 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 6 37 38 3/8 07- 1025.09 80 100 B Horizontal Slider 7 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 8 69 38 3/8 07- 1025.09 80 100 B Horizontal Slider 9 34 82 07- 0109.08 62' 81 A French Door 10 48 19 08- 0204.03 70 70 9/16" Picture window 11 48 19 08- 0204.03 70 70 9/16" Picture window 12 48 19 08- 0204.03 70 70 9/16" Picture window 13 48 19 08- 0204.03 70 70 9/16" Picture window 14 53 36 07- 1025.09 80 100 B Horizontal Slider 15 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 16 40 56 07- 1025.09 80 100 B Horizontal Slider 17 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider 18 37 38 3/8 07- 1025.09 80 100 B Horizontal Slider 19 74 50 5/8 07- 1025.09 80 100 B Horizontal Slider .. ... • • • • • .. • • • • • • .. .. . .. • • • .. • ... • • • • .. • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .. .. • • • • • • • • • • .. • ... • ... • • • • ... • • • • . • • • • • • • • ... • • • • • • . . • • • • • • . . .. • • • .. .. 000 • • • 00 • • 30 ik/E s?- ri.i v ��I.lYL9�t�CDc -• 6 Miami Shores Village 13VTUW3p Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) . ,,4 7 p � , . � C Phone # Owner's Address 9‘.9,9 Af A-77. 9'73" <57 City �i�4'� f State Tenant/Lessee Name Email Job Address (where the work is being done) �n 7 City Miami Shores Villa e County Miami -Dade FOLIO / PARCEL # / - 7,2 ^e,d 7 /J ,7d Is Building Historically Designated YES NO { Contractor's Company Name Q r�UrG �x Master Permit No. Zip /--7OQ Phone # Phone # Permit No. w � 10 ` 1 1L i Contractor's Address ( '3 7 lo /.. v.7,,f 4 44 3 D,/2--. /-( f4 f G , .33 / E,_ City .( ( e r State l c-- Zip 3 / 'B--- s Qualifier Name / ` /""4e .... , '' c za Phone # - lv 2 9 q e e , / State Certificate or Registration No. C6—;-)e- 16 / 2 / /3 Certificate of Competency No. Contact Phone - BC,- 2-1 E -mail Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Structural Review. $ Phone # Zip < , ,7,l�rto Flood Zone , l 2q S X 184 Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration fNew & Repair /Replace ❑ Demolition Describe Work: '� �,CAG ®� //4/ s ' Gtr /7 / Submittal Fee $5 '—' Permit Fee $ y/D CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Total Fee Now Due $ See Reverse sid ko le° 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 exceed_ g $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence n must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / day of dUz- ,201 , by fril y L. avr-, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ; /A97/ My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) EYBELL PEREZ MY COMMISSION #DD754310 EXPIRES: JAN 31, 2012 Plans Examiner tractor The foregoing instrument w. . cknowledged before me this / "'/ day of ;IOC( , 20/ d, by A4-1- p.p who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU I Sign: Print: 444 // /*A P Z My Commission Expires: EYBELL PEREZ MY COMMISSION #D0754310 EXPIRES: JAN 31, 2012 Bonded through 1st State Insurance Zoning Engineer Clerk checked NU I KCE Of COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. GAS 7 / - 'Z /f TAX FOLIO NO. 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. 8. In addition to himself, Owners designates the foll 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: 1111111111111111111111111111111111 1111111 1111 CFI4 201(3R 7 OR Bk 27360 Ps 0090; Ups) RECORDED 07/21/2010 13:24:40 HARVEY RUVIN, CLERK OF COURT IIIANI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: q3 0 N 96 S �`' ! / Sf O ;5 PL 33/3 2. Description of improvement: /X)./DDw 3.-Owner(s).name and address. ' -, -eE ' g ov -9 S ST' . , S/ &+cam' / Interest in ro P PertY: �7 4Z Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. ,q ,u f75,‘/e /c...rh -6.7ZS -.91= 55. -- . /257 5'd o ft C .2)7Z. ' M- "-I/ F'c i g 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number 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, address and phone number. STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this he Uen �f ed in Section qn COf1 \ � f � �o . r,:,r pr. NAM A.D. l liv a t I � n l � c G l � � gliicid % 4 , N WITNEe � : y . m %i /r,Lmi%/► - 7 e expiration date 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i, SECTION 713.13. FLORIDA STATUTES,, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) tures f) er(s) or Owners Aurrorl od Officer/D r tor/Pzu tner/Manager Prepared By \c' r' ie..&.. Prepared By Print Name °!_,. Q,p / Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADS sr The foregoing instrument was acknowledged befo me this v •� _ day of 441ndividually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL.) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES -PG -E Pi 2 .+C3y vl Under penalties of perjury, I declare that I have read the forgoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: ' ° . B By IJ I Cr 123.01 -52 PAL#3 3/10 07!01/2010 10:00 3053726368 OL UNIT PAGE 01/01 07/@1/2@1 TAX COLLECTION DIVISION 140 W. FLAGLER STREET LCC4i, i:►LiSIi�IESS TAX MIAMI, FLORIDA 33130 PAYMENT HISTORY flCLM0i20 BUSINESS NAME: AMERICAN HOME BUILDERS OF SO FLA ADDRO OPERATING IN DAZE COUNTY LCQU;tY( RECEIPT *2 616033-7 !ACID # ; 072909 60040000009 1. 072208 60030000138 1 072607 60020000069 )EPI1) /REC /WARN 1 1 1 .GLL MM /YYYY 1 07/2010 1 07/2009 1 07/2008 ►P'PLIED DATE 1 07/30/2009 1 07/23/2008 1 07/27/2007 'AID AMT 1 75.00 1 75.00 I 'ENALTY AMT 1 75.00 1 I 1 'BANS FEE 1 VC CHCE 1 1 1 1 REV I OUS YRS 1 AID ST 1 FULL PAYMENT 1 1 H DUE 1 FULL PAYMENT 1 FULL PAYMENT 1 1 VERPYMT 1 1 1 FUND ST 1 I ;NCEL DTE 1 1 4NCEL REASON 1 1 1 =1 =MENU CLEAR =PRIV SCR PF8 =CANTINUE PF6 REFUND INQUIRY RESPONSE `RE ARE MORE PAYMENTS. PRESS <PF8> TO VIEW THEM RAPOINTANTI oiFolownew mom BOES Nor roWEstitamm CONTAIN SAL mama' FACTS mum maws TO REAL ESTATE C ILISINOS ANA OMER SISSUIS ACANNIES. Date Estimate # 7/15/2010 1048 American Home Builders of South Florida, Inc. 13790 Kendale Lakes Drive Miami, F133183. Name / Address Mary Lee Green 930 NE 95 ST Miami Shore Florida 33178 Estimate Description IMPACT WINDOWS INSTALLATION ONLY OWNER TO PROVIDE WINDOWS X Qty IF THIS PROPOSAL IS ACCEPTABLE FOR YOU PLEASE RETURN A SIGNED COPY Rate 2,500.00 Project Total 2,500.00 Total $2,500.!1(1 THE POLICIES OF INSURANCE LISTED 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 OF 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. _3 -1 ADM INSRD T YPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE DATE (MMIDDIYYYY) POLICY EXPIRATION DATE (MMIDDIYYYY) A GENERAL LABILITY NS- 1204380 12/15/2009 12/15/2010 EACH OCCURRENCE $1,000,000 0 COMMERCIAL GENERAL LIABILITY PREMISES (Ea aurrrrence) $100,000 0 • CLAIMS MADE 0 OCCUR MED EXP (Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 Q 2yr Sunset Clause GENERAL AGGREGATE $2,000,000 GEM_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 n POLICY • PROJECT • LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) • ANY AUTO III ALL OWNED AUTOS BODILY INJURY (Per person) • • SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) II NON OWNED AUTOS • PROPERTY DAMAGE (Per accident) • GARAGE LIABILITY II ANY AUTO • AUTO ONLY - EA ACCIDENT • OTHER THAN EA ACC AUTO ONLY: AGG EXCESS / UMBRELLA LABILITY EACH OCCURRENCE • OCCUR ❑ CLAIMS MADE • DEDUCTIBLE • RETENTION $ AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LABILITY Y!N ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory In NH) If yes describe under SPECIAL PROVISIONS below • WC STATU- II OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General Contractor Miami Shores Village 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 PRODUCER Sardy's Group Corporation 10126 W. Flagler St Miami, FL 33174 Phone (305)485 -0116 Fax (305)485 -0633 INSURED American Home Builders Of South Fl 3011 SW 149 Ave Miami, FL 33185- (786) 295 -9861 CERTIFICATE OF LIABILITY INSURANCE 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: United Spedalty Insurance Co. INSURER B: INSURER C: INSURER D: INSURER E: DATE (MM/DD/YY) 06/30/10 NAIC S COVERAGES CERTIFICATE HOLDER ACORD 25 (2009101) QF CANCELLATION . All rig The ACORD name and logo are registered marks of ACORD ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME AND ADDRESS: FQ CONSULTING LLC 3011 SW 149TH AVE MIAMI FL 33185 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR 04/19/2010 EXPIRATION DATE: 04/18/2012 IZO.UIERDO RAFAEL 202486492 IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 11, at any time after the filing of the notice or the Issuance of the certificate, the person named an 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 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 04 -19 -2010 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: 04/19/2010 EXPIRATION DATE: 04/18/2012 PERSON: RAFAEL IZQUIEROO FEIN: 202486482 BUSINESS NAME AND ADDRESS: FG CONSULTING LLC 3011 SW 149TH AVE MIAMI, FL 33185 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 E the notice of election to be exempt. R 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 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 IZQQUIERDO, RAFAEL AMERICAN HOME BUILDERS OF SOUTH FLORIDA INC 13790 KENDALE LAKES DR MIAMI FL 33183 -2109 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.myfloridalicense.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: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE PLAY RFOI JIRF RY 1 AW STATE OF FLORIDA PROFESSIONAL R9 GGC1512113 01124108 C IB D ° udder t provisions .o Expiration date: AUG , 2010 08005682 BATCH NUMBER