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WS-12-0727Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 172694 Permit Number: WS -4 -12 -727 Inspection Date: May 22, 2012 Inspector. Bruhn, Norman Owner: MILLER, EDWARD Job Address: 142 NW 100 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOGAN CONSTRUCTION COMPANY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)807 -4045 Parcel Number 1131010220340 Phone: (305)310 -7971 Building Department Comments REPLACE WINDOWS AND DOORS Pass ed :' Inspector Comments — Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 23, 2012 Page 1 of 1 5)517— BUILDING PERMIT APPLICATION FBC 20 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 2 3 2.612 BY: amm w®_®__®®®_ Pe,mitrvoN5 12;-12:) Master Permit No. Permit Type: BUILDING / ROOFING OWNER: Name (Fee Simple Titleholder): `(-211 - AM /e /0#) C, c '' /a �'1 Phone #: e 0b if -377 7 Address: /ZIa. iu . kA3 too--irk 5 /ae &r. city: A4/Afii SAD m i' State: Zip: 33/3 Y Phone#: Tenant/Lessee Name: Email: JOB ADDRESS: /L/a ,ci • Gv /&071-4 County: Miami Dade City: Miami Shores Folio/Parcel# I / —3/ 0 / 022 03 '/L Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: ,-✓® AA) Address: City: at v E -e Qualifier Name: Zip: 3 3 l3 g' x Flood Zone: Phone #: /33 / /3fre MC AUG State: c 1. /aa96r X l Zip: 33/��' Phone #: 3as - 3 Jo -7Q 7/ State Certification or Registration #: S'f) 703 7 Certificate of Competency #: Contact Phone #: 'A to C. Email Address: /U/if DESIGNER: Architect/Engineer: C svc. 16c (,�//�'Lc i iZ- Phone #:30 - 3 36 - $36 9 Value of Work for this Permit: $ 3000.00 Square/Linear Footage of Work: Type of Work: Addition UAlteration Description of Work: p.., VA G1 -,-,r 11 ❑New tf ivvNOW C cJcuor2 • /( Repair/Replace 14tn ODemolition RA's / ,aJ A. C) k.,.- ***** *** ********* **********************Fees******+x****** :********* * *** x****+x*******x *** Submittal Fee $ Permit Fee $ .) 1060 CCF $ CO /CC $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Radon Fee $ DBPR $ Bond $ 394 Bonding Company's Name (if applicable) Bonding Company's Address 4 vvv"' City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State . f ' Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature Co ' . ctor The fore oing instrument was ackn w ged before me this I b The foregoing instrument was acknowledged before me this day of ' 'Y 2011-, by Crem Q, day of 2.% who is personally knoho has produced who is As identification and who did take an oath. Sign: Print: My Commiss :' MY COMMISSION # DD968639 -14',0v140, EXPIRES March 19, 2014 (407) 398 -0153 Flc1idallotaryService.com ,20L ,,by me or who has produced as identification and who did take an oath. NOTAR i , BLIC: /I Sign: Print: My Issir `r: MY COMMISSION # DD932394 - EXPIRES October 11, 2013 {407) 338-0153 -. F' �'d -^PdO Se ice.com +kqs**** **** k+ k* *************+ k**= M***** *+ k*gs* qs> H> k> M*****>) ss pH=* Ni****> Ks (c***** * ***>k *sk+k** ** *N=*+k+ *** Ned:%>k>Kd:***** * * * * * * *>k**** APPROVED BY L5*- - Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Viiiage Building Department RECEIPT PERMIT #: S 12;:l 7--71 DATE: \oyContractor o Owner o Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picktirr2 sets of plans an other) Address: ,\ J \ o` I 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 Depa ent to continue permitting process. ,� I Acknowledge PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -727 Job Name: April 26, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 1) Provide wind load design criteria. 2) Provide design wind loads for each opening with calculations. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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 - 762 -4859 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, 954-831-4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: HOGAN CONSTRUCTION COMPANY INC Owner Name: FRANCIS X HOGAN Business Location: 1331 BRISTOL AVE DAVIE Business Phone: 954 -370 -6161 Rooms Tax Amount 27.00 Seats Receipt #:180 -5671 Business Type:GENERAL CONTRACTOR (GENERAi1 CONTRACTOR) Business Opened:04 /15/2004 State /County /Cert /Reg:03 0 XEMPTGC 15 0 7 0 3 7 Exemption Code: Employees 5 For Vending Business Only Number of Machines: NSF Fee I Penalty Transfer Fee 0.00 THIS RECEIPT MUST BE THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: FRANCIS X HOGAN 1331 BRISTOL AVE DAVIE, FL 33325 0.00 0.00 Machines Vending Type: Prior Years Professionals Collection Cost 0.00 I 0.00 Total Paid 27.00 POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt #035 -10- 00002958 Paid 09/15/2011 27.00 2011 - 2012,_ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 1940TNORTH MONROESSTREETCENSING BOARD TALLAHASSEE FL 32399 -0783 HOGAN, FRANCIS XAVIER HOGAN CONSTRUCTION COMPANY INC 1331 BRISTOL AVE DAVIE FL 33325 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! (850) 487 -1395 DETACH HERE A.cvRICY CERTIFICATE OF LIABILITY INSURANCE IS CE i8 A OF INFORMATION OM a NO RIGHTS UPON CERTIFICATE HOLDER: MS CER FICATE DOES NOT AFFIRMATIVELY O NEGATIVELY I1D. CONFERS NO AFFORDED BE POLICES BELOW, THIS CERTIFICATE OF IN SUR ANCE CONSTITUTE THE ISSUING INSURER(S), AUTHORIZED IMPORTANT: If the certificate holder to an ADDITIONAL INSURED, N Af10N I8 WAIiED, bl ° PIPRESENTA1nE OR PRODUCER, AND THE TE 1OAER. tthe terms and � policy, + certain ponc109 � y r � ka n e� A ant On this certificate ekes not confer rights to the certificate holden' In !%L death DATE 001IDDirmi 02/12 INIODUCER INNOVATIVE INSURANCE 6481 CONSULTANTS UNIVERSI%Y 0181 0► �iN J. SPRINGS, 854- 340 -SB81 INSURED HOGAN CONSTRUCTION CO., INC. 1331 BRISTOL AVENUE DAVIE, FL 33325 HOGAN -1 AFFORDING COMA= B,reynstA :VINI N3S INSURANCE COMPANY INSURER a: MARYLAND CASUALTY COMPANY mama c:GUARANTEE INSURANCE CO. LI�IRBR E : ,0 � PERIOD COVERAGES CERTIFICATE = TO THE INSURED N MOVE FOR THE POLICY THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED OTHER BOTH FOR THE PO ICY P THIS INDICATED. NOFW R ANY REQUIREMENT. T� OR CONDITION BY ANY THE pTRACT OR OTH R DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS CERTIFICATE MAY CONDITIONS OR MAY PERTAIN. THE 1S S � MAY AFFCWDED HAVE BEEN REDUCED BY PAID CLAIMS. DCC•LUSIONS ANia C�NDiTiONS OF SUCH POLICIES. LIIIAITS ,;11- 16832 19356 TYPE OF INSURANCE GENERAL UABILWR A X COMMERCIAL CuaMSMADE fl OCCUR X BLKT ADDL INSURED GEM AGGREGATE LIMIT APPLIES PER —1 POLICY I A I tPFCDT Fl LtC AUTOMOBILE LIABILITY B X ANY AUTO ALL DINNED AUTOS SCHEDULED AUTOS HIRED AUTOS NwED AUTOS GLPO 07107111 07107112 OCCURRENCE 1'�100.00 `x na>9u119Ea nEa oe�t �� MEDlt+Uhanepueonl = A ACM !NNW $ 1 —« PERSONAL GENERAL AGGREGATE $ PRODUCTS • COMP/OP AOO $ SCP048542815 02121112 02121113 UIIBRELUa LIAR EXCESS LIAO CLAIMBEIADE C DEDUCTIBLE BETiENTIDN II WOMBLE COMPENSATION AND URPLOYERW LIABILITY Y NN ANY PROPRIEiDWPA E L OFFIOERNAELIBER FJOG UDl t DESCRI ON under ON NIA GiNIC30100033428951 08/0/111 0910/112 COMBINED SINGLE rear (Ea eo lera) MIRY [NARY (Per Pelson) II BODILY INJURY ) $ 2.000+01 2,000,01 PROPERTY DAMAGE (Pero:dee%) s 300,01 EACH a A0GMGATE. $ $ X1 Ara& I X (° . E.L. EACH ACCIDENT 1,010,1 E.L. DISEASE -EAEMPLOYEE $ EL DISEASE ^ POLICY LIMIT I t00o DESCEEPTION OF OPERATIONS 1 IIfCATB7NJ VENICLES (Attach ACORD iB1• AddMasi Resitere Seee(oM, R(nom epee°Is rewire* PRONE : FAX: 305 -755 89772207 CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33132 MIAMI -6 CANCFOLLATION SHOULD ANY OF THE ABOVE DESCRIBED POLKSES BE CAMELLED BEFOR THE EXPIRATION DATE THENMDF, NOTICE WILL BE DELIVERED I ACCORDANCE WM NE POLICY ARMORIES ITATIVE ACORD 25 (mo) 01 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD CHARLES C. MITCHELL P.E. Consulting Civil Engineer #11127 PHONE 305 - 336 -5069 924 N FEDERAL HIGHWAY, HALLANDALE, FLORIDA, 33025 RECEIVED vckt Z2 ?Ale 4 ESIGN WIND PRESSURES ON WINDOWS PER A.S.C.E. 7 -10 WS I MR KEVAN CRAMER'S RESIDENCE, 142 NW 100 STREET, MIAMI SHORES, FLORIDA 31 APPQ011ED Miami Shores Village VELOCITY PRESSURE kips := 10001bf z := 13.5 psf !b2 = ft2 := 175mph d := max(z,15) V := 175mph I := 1.0 Kd := 0.85 2 K2 = 2.01 f 900 9s Kz = 0.849 q = 0.00256•KZ• lbf Ke Kd N.1)12 \ L mp J ZONING DEPT BLDG DEPT BY DATE I zt SIAJECTTO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS WIND LOAD ANALYSIS Internal pressure coefficients: 1 r 0.18 1 'i I \ \- 41.181111 POSITIVE PRESSURE q = 56.57psf A := 1333 x := max(A,10) x = 1333 P := 10 Q := 500 G := 0.85 C := 0.8 0.1(Io0(x) — 1og(P)) GCp = 1.0 GCP = 0.978 (log(Q) —108(1))) p := q.(GCp + GI) p _ (65.5o5' 45.14 ) NEGATIVE PRESSURES ZONE 4 psf GCp =1.1 0.3-(log(x) — log(P)) (log(Q) — log(P)) GCp = 1.078 71.162 1 G. MITE 0 � �"® p q (�P + ) p 50.797 psf ��,�" cj 1144 *''� << C.) 11121 e 4O. X.4 did e A= 133: eSAO9®®a4Ve0,® 1 of2 JCa V QT flf4Pt , ZONE 5 0.3-(log(x) — log(P)) GCp := 1.4 (log(Q) — log(P)) GCp = 1.378 , (88.133) p := cp(GCp + GC) pi P = psf 67.768 DESIGN PRESSURES ZONE 4 p = +63.751-69.4psf ZONE 5 p = +63.751-86.40psf CEICNIAIN3PIIISSURES FCRVUNDOAS MARK NO. SIZE PANEL SF ZONE GC , + PSF - PSF ZONE GC , + PSF - PSF A 37" x 63" 8.10 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 B 54° x 51" 9.6 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 C 51" x 37" 6.6 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 54° x 25° 3.4 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 E 36' x 38' 4.8 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 F 54" x 51" 9.6 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75 -89.40 G 26" x 25° 2.25 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 H 54,, x 51,, 9.6 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75 -89.40 1 , 54" x 51" 9.6 4 +1.0/-1.10 +66.75-72.40 5 +1.0/-1.40 +66.75-89.40 1 ' 48" x 80"DR 13.3 4 +0.98/-1.078 +65.50-71.60 5 +0.98/-1.378 +65.50 -88.13 Charles C. Mitchell, P.E. 2 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12th Ave. Pompano Beach, FL 33069 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 805 Aluminum Horizontal Rolling Window - L.M.L APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 LIMITATIONS: Glass Type "E": The Maximum Design Press= Rating of± 79.0 psffor Metallic Sweep Latches. 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 revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.maimidade.Gov/buildinacode, f v7fr-/1t NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 4. 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 aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3995, dated I I/I3/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) • l/ Jaime D. Gascon, ' E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008; signed and sealed by Michael it Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04-0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., apptuved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 7/18' OVERALL GLASS TYPE 'A' 3/18" HEAT STREN'D GLASS 120° INTERLAYER UVEKOL -Lj0 RESIN BY 'SURFACE SPECIALTIES INC.' 7/18' OVERALL GLASS TYPE 'B' 3/18' ANN. GLASS 120' INTERLAYER UVEKOL -L10 RESIN BY 'SURFACE SPECIALTIES INC.' 3/18° HEAT STREN'D GLASS 3/18" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 3 OVERALL. GLASS TYPE 'C' SILICONE GE 8057700 DOW CORNING 995 I/2' OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 1304 ALUMINIp I HORIZONTAL ROLLING WDW, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUDN APPROVAL WILL APPLY TO ENTIRE SYSTEM. I/8' TEMP. GLASS 1/4' AIR SPACE t /8' ANN. GLASS 090' INTERLAYER SAFLEX OIG PVB BY 'SOLUDA' 1/8' ANN. GLASS SIMONE GE RGS7700 DOW CORNING 995 11/18" OVERALL NSUL. GLASS 2 TYPICAL E ATION MAXIMUM DESIGN FOR SIZES AU Ult VA i AE0 LOAD RATING SHOWN ABOVE OR - PSF SMALLER "'GLASS TYPE 'AI GRASS TYPE 'B' CLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 95.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METAWC SWEEP LATCHES LOUR MAX. LOADS TO *80.0 PSF, 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 ¢EYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COTE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08 -DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. tAgr: JAVA) ANMAO FLA. PE EII 70599 CAN. 3838 FEB 19 2010 0 drawing no. W08 -81 sheet 1 of 7 Aux GLASS MAXIMUM DESIGN LOAD RATING - PBS' FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C' GLASS TYPE 'E' ELLT.( +) INT.( -) EXT.(+) 1NT.( -) EXT.(+) 1NT.(-) EXT.(+) INT.( -) 00.0 90.0 ' 90.0 130.0 90.0 ' 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF O $I t .11(L TYPICAL ELEVATIONS 24 5/8" D.L OPO. 29 1/4" VENT WIDTH 50' MAX D.L QP0. 24 5 /E' D.L OPG. 29 I/4° XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' EXT.(+) I NT.(-) EXT.( +) TNT.(-) 80.0 90.0 90.0 1 50.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 EIWt JAVAD AMMO OWL FLA. Atom; 9 2010 VENT WIDTH V Gnawing no. W08 -81 (Sheet of 7 a TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; WI 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8° FROM EACH END AND AT MIDSPAN W2 = 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 = 2° LONG WEEP NOTCH AT EACH END W4 = 1° LONG WEEP NOTCH AT 32° FROM EACH END WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING STDILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYT'ICAL ANCHORS; SEE ELEV. FOR SPACING 1/ • DIA. ULTRACON BY 'ELCO' (Fu ..177 Si, P Fy=155 HSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEXS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEAL : 0.105" MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i14 SMS OR SELF, DRILING SC INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISjANCE INTO CONCRETE AND MASONRY w 2 -1/2" MIN. INTO WOOD STRUCTURE = i" MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMB$ Pe = 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PS MN. pen JAVAD ANNA CNIL � 28 FR 19 zoo PIX1atA"F fiL: "Sv'1} ying with Olu Plaids BandleasCode °N0 �- rt�cT • O. a c > 4 8 B k I drawing no. W08 -81 EXTERIOR MOW WIDTH XQ LAYOUT OX OPPOSITE WOO BUCKS VENTS WITH SWEEP LATCHES k drawing no. W08 -81 shoat 5 of 7 0 10 0 FRAME HEAD .125 18 MTG. STILE REINF. SILL TRACK JAMB STILE 16 FIX. STILE REINF. MEETING STILE 12 VENT LATCH 9A TN -1374 1/ VENT POLED STILE (SWEEP LATCH) 6083 -76 - '10 04-138 1 SILL TRACK INSERT 6063 -T6 - 'TI T14-136 - 1 SILL CUP ;VARIER, 12• LONG 6063 -18 AT WC. STILE LOCATION '12 Tel-lie 1/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 6083 -T6 AT MID SPAN T2A - 1/ VENT METALLIC SWEEP LATCH - AT ME SPAN 128 #a X 3/4" 2 /LATCH SWEEP LATCH MOUNTING SCREWS - F14 SMS 13 TM -141A AS R EDD. GLAZING BEAD (LAMI AiATED GLASS) 8083 -T8 - ;3l TM -161 AS REOD. ' GLAZING BEAD (NSUL. LAM. GLASS) 8063 -78 - L4 TM -154 AS REVD. WINO LOAD CLIP, 4' LONG 6083 -T6 - 15 - 1/ STILE MEETING STILE k1EIFORCING 6063-78 - IA - 2/ STILE FIxED STILE REINFORCING 6063 -T8 - 17 W31225 AS REOD. ' FIN SEA. W'SwaPPNG (.270* X .220" HIGH) WOOL - 18 843371 AS REDO. FIN SEAL W.STRWPPING (.187" X :370" Mel) WEOL - I9 643201' AS REDD. FIN SEA. W'STWPPING (.187" X :200" HIGH) WOOL - ff0 P5043 - ADHESIVE New CLOSED CELL FOAM - 7/9" X 1/2" X 1 -7/161, LONG '21 - 2/ YEN VENT ROLLER HOUSING & GUS' PLASTIC AT EACH END $2 - - VENT ROLLER/WHEEL IRASS - R3 112 x 1* 2/ CORNER FRAME ASSE11$.r SCREWS - PH. PHILLIPS EMS 04 #10 x 1" 2/ CORNER ' Lee ASSEMBLY SCREWS - P.H. PHOLIPS 915 R5 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 28 w3I175 AS REOD. FN SEAT. w'STT9PPNG (187" x :175" HIGH) WOOL. - H7 TM-151 I SILL RISER 6063 -16 - 0e FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) 0 GLAZING BEAD (LAM. GLASS) 0 FRAME JAMB - FIXED O SILL RISER .183 } .540 .0407 .923 0 GLAZING BEAD (MIL. LAM. GLASS) EPg: %WAD AHMAG RA PE 9 70592 CA.N, 3339 FEB 19 2010 S S I drawing no. W08 -81 VENT TOP CORNER FIXED MTG. RAIL TOP CORNER VENT BOTTOM CORNER FIXED MTG. RAIL BOTTOM CORNER Ewan .trosa *we RA. 7059X CAN. M35 (*.���� ° `0N1 PRODUETPSVESED ase the Florida Nea - nta o . drawing no. W08-81 sheet 7 of 7) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 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 "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW.(LMJ) ", sheets 1 through 8 of 8, prepared by Al-Farooq Corp., dated 04-24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, 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. Exception: Glass type I (sheet 4) is ad approved for Small Missile Impact Rating 2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 psf. RENEWAL of this NOA shall be considered after a renewal application has been filled 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 revises NOA # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 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.bulldinacodeonline.com APPROVED; NOA No 09-0604.24 Expiration Date: July 05,2012 Approval Date: September 02, 2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. ' Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL =5439 dated 12 -10 -07 and F1'L -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, F1L -3755 dated 03-24-03 and 1r L -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. . C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Vigar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex MG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest", both dated 05/28/9, signed and sealed by Arshad Vigar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. O'1'HER 1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012, 2. Test proposal # 07 -3765 a p p r o v e d by BCCO d a t e d F e b . 06, 2007. 1. ( 1 , 4 1 4 4 _ Ishaq 1. thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 a) Md I tip k,sc 7. ze mm. [ IA1• - I•! I Teo-. es eAmie ) ca 8 4. .J f b 1 oo d0 e b V e9Cno on A 11 7.06 NO CHARM IRIS SHEET 8 11.0806 REV. PER MOO COMNENTS C 01.10.08 GLASS & RENE. OPTIONS *00. N 00.1216 UPOAIEO FOR 1007 FRC SERIES 605 ALUMINUM SINGLE HUNG WOW. (LA..) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 AL- FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 137 AVE MIAMI, FLORIDA 83174 C TEL_ (308) 2643100 FAX (300) 3626978. CAMP- ANl \W08- 34TMW;I 3.042 1.428 .125 .438 a C SOQI=- 062 ��- _J j a zE 8 3.719 ,ii , 1 ,.590 3.069 .062 9� Z Z 0 U. d �4 d'i 1 � tl i C .062 - r I .647 2.500 �-- 062 7; {I �i 1.000 --x 1. �1 I I ,.092 - -111 I ,.406 1.030 rj (n aj 1-.250 .tas -�I I - .622 3 MTG. RAIL REINFORCINGS ALUMINUM .500 _ O 3.166 FRAME HEAD L__LLL.. .045 .409 1.929 MTG. RAIL REINFORCINGS STEEL 3.097 FIN (HEAD) 1.688 1.000 L / FRAME 2.375 IAMB 3.340 1.290 - .040 .6.�._ �. ¢ .562 ,,� �..�.ri -. .938.1 '� 44 I I1 - 1.DW 1.,e' ,_,_,.. 1.188 .688 2.88 -1 o6a t.sat .7so i .052 -� oez a.190 � ING 9e .923 F s .125 TOP RAIL MINIM 1.375 - TOP RAIL STEEL REINFORCING VENT STOP FIXED MEETING RAIL 2.500 .500 2e NAIL FIN (JAMB) 3.199 IFIBDUCT REVISED :... No �: z�i Oats in /� ��! .,83 1.375 1.188 - .082 3.277 0 .940 GLAZING .040 .923 BEADS .900 -t- J .082 2.250 LI - 1 32 - 1 74 .062 2.500 -1- 1.750 1 1.214 1389 1 1 -d .688 • 1000 Q SASH SIDE RAIL LATCH LOCK ill: E gg gHS 4 R raaah VENT TOP RAIL ® NAIL FIN (SILL) 2202 2.202 .997 - 3.245 4.312 ft_j-' .082 j 1' 3.812 3.245 - 3.927 i -.997- 3.330 .I .062 2.830 4iia _g^ ° c 4.347 3.439 ' 'III ftJfl.062 nk ' 3.359 .082 I 61=00 �-- �--- I F8 663 /�11{lt�� •Iryj �` ✓ AU61 22009 L1.375 - II I - 1.375 -»f VENT BOTTOM RAILS 0 ® 3.14 FRAME SILLS NOTE EITHER S11.1. CAN BE USED 3.141 0 drowi no. n9 W06 -34 (sheet 7 of 8 VENT WIDTH 1/4' MAX. SHIMS 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 113Y WWI) BUCKS EXTERIOR O.L. OPO. (FIXED) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM WOOD BLl( WOOD STRUCTU FRAME WITH FIN OPTION ITEM PARE # QTY. DESCRIPTION MATERIAL MANP. /SOPPUER/RERARKB 1 TN-38763 1 FRAME HEAD 6083 -TB - 2 GW -37731 1 FRAME SILL (4` HIGH) 6083 -T8 - 2A BA -3808 1 FRAME SIU. (3' HIGH) 6083 -TB - 3 OW-31445 2 FRAME JAMB 6083 -T8 - 4 GW -38706 1 MEETING RAIL 6063 -18 - 5 VA -36685 1 VENT TOP RAIL 6063 -TB - B GM-37730 1 VENT BOTTOM RAIL (4" SILL) 6063 -TB - BA GW -37559 1 VENT BOTTOM RAIL (3" SILL) 6083 -T8 - 7 08 -31134 2 VENT JAMB 518.E 6063 -18 - B GM -31470 2 VENT STOP 8083 -15 9 19 -56 4/VENT GLAZING READ ANGLE 6063 -15 - 9A TM -123 4/VENT GLAZNG BEAD 6083 -15 - 9B TM -170 4/VENT GLAZING BEAD 8063 -T6 - 9C TM -181 4 /VENT GLAZING BEAD (INSUL. LAM. GLASS) 6063 -TB - TO #6 0 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SUS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTGANL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2'x7 /8'x3 /4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOGIC AT 5° FROM ENDS CAST VENT TOP 15A TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063 -T6 VENT BOTTOM RAIL 18 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWEI.L SPIRAL BALANCES - AT FRAME JAMBS 18 WAR- 9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 1189 2/VENT CALDWELL BALANCE CLIP - VENT 6011. CORNERS 20 - 2 #12 x 3/4' P.H. SMS STEEL (1) AT EACH BALANCE 21 - B 612 * 1• P.H. SUS STEEL FRAME CORNERS 22 - 6 #10 x 1' P.H. SMS STEEL VENT CORNERS 23 - 4 #B x 3/4° F.H. BUS. STEEL (2) AT EACH LATCH 24 - 4 g6 x 3/8' F.H. 5115. STEEL AT EA PLASTIC GUIDE 25 - 1 111 3 /16x3 /4x1 /8" CHANNEL STEEL. AT VENT TOP 26 - 2 1x1 /4 mIC.x4' LONG BAR ALUM. (1W EA 1110. RAIL END 27 - 1 1 /2%111 /2x1 /8" CHANNEL STEEL AT MEETING RAIL 28 IM -161 2 FIN TRIM FOR JAMBS 6063 -TB - 29 TM -163 1 FIN TRIM FOR HEAD 6063 -TO - 30 TM -184 1 FIN TRIM FOR SIJ. 6063 -TB - 31 TM -179 1 ARC. RAT. REINFORCING CHANNEL. 8063 -T5 AT MEETING RAIL 32 '711 -178 1 TOP RAT. REINFORCING CHANNEL 6063 -15 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR MOM wow AUG 1 2 2009 droving no. W08 -34 sheet 6 of 8 TYPICA ANCHORS SEE EI.L EV. FOR SPACINGS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SPR T� REINFORCING OPTIONS SEE SHEETS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" TAPCONS BY 'ELCO` (Fum120 KSt. Fy.92 ($1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD VIMODUCT =MD THRU 1BY BUCKS INTO CONC. OR MASONRY ONSINdib i -1/4" MIN. EMBED INTO CONC. OR MASONRY Ihpiraties 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 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN) (NO SHIM SPACE) ALTERNATE FRAME RILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMTT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE re = 3000 P51 MIN. C -90 HOLLOW/FILLED BLOCK rm = 2000 PSI WIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; W1 = 1/2° LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Env: AR NG MOM OYA CAK/30 k AUG 1 2 2009 8 v pi Z � 1 m a a8 0 drawing no. W06 -34 (sheet 5 of 8 1/8° ANN. GLASS 015" URETHANE ADHESIVE .070° INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT CLASS' .015° URETHANE ADHESIVE 1/8' ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'B' 1 /a° ANN. GLASS .090" INTERLAYER 3/16° ANN. GLASS 120° 1NTERLAYER 120" INTERLAYER LNEKOL -UO RESIN LNEKOL -LIO RESIN 1/8" ANN. GLASS I- -3/16" ANN. GLASS 3/16° ANN. GLASS 3/16° HEAT STREN'D GLASS 090° INTERLAYER 120" INTERLAYER SAFLEX NAG PVB BY SOLUTIA UVEKOL -UQ RESIN 3/16° ANN. GLASS 3/16° HEAT STREW!) GLASS SILICONE '" I SILICONE '- SILICONE SILICONE COW CORNING 995 ; DOW CORNING 995 GLASS TYPE 'C' f /8' HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIG PVB BY SOLUTIA SAFLEX UIG PVB BY SOLUTIA 1/8" ANN. GLASS SILICONE GE RGS7700 GLASS TYPE 'G' 1/8' HEAT STREN'D GLASS SILICONE GE 8057700 GLASS TYPE 'B' n GLASS TYPE ' ➢' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. CLASS 090° INTERLAYER SAFtEX MG PVB BY ' SOLUTIA' 1/8° ANN. GLASS SILICONE GE RG57700 GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED fOR SMALL • MISSILE IMPACT AREAS. GLAZING OPTIONS DOW CORNING 995 3 DOW CORNING 995 GLASS TYPE 'E' 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8° HEAT STREN O GLASS 090° INTERLAYER SAFLEX MG PVB BY ' SOLUTIA' 1/8' HEAT STRENS GLASS SILICONE GE RGS7700 GLASS TYPE 'd' GLASS TYPE 'F' Env: ARRAS VXNA FLA. A. '.5861 AUG 1 2 2009 U es 0 -C C m i drawing no. W06 -34 (sheet 4 of e) DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE '8' GLASS TYPE 'F' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8" 80.0 99.3 80.0 115.0 28 -1/2" 80.0 99.3 80.0 115.0 3r 28" (4) 80.0 99.3 80.0 115.0 53 -1/8° 80.0 99.3 80.0 115.0 19 -1/8° 80.0 99.3 80.0 115.0 26 -1/2" ° 38 -3/8 80.0 99.3 80.0 115.0 80.0 99.3 80.0 115.0 37" (4) 53 -1/0" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/0" 50 -5/8" 80.0 99.3 80.0 115.0 37" (5) 80.0 99.3 80.0 115.0 53-1 /8' 80.0 99.3 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 28- 1/2' -8J8" 80.0 89.3 80.0 115.0 37" (8) 80.0 99.3 80.0 115.0 53 -1/8" - - 80.0 115.0 19 -1/8" 80.0 99.3. 80.0 115.0 28 -1/2" 69° 80.0 99.3 80.0 115.0 37" (8) 80.0 99.3 80.0 115.0 53 -1/8' - - 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 72 80.0 99.3 80.0 115.0 37' (T) 80.0 99.3 80.0 115.0 19 -1/6" 80.0 99.3 80.0 115.0 28 -1/0" 78-3/4 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 38" 80.0 99.3 80.0 115.0 42° �s) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30' 80.0 99.3 60.0 115.0 38" 80.0 99.3 -. 80.0 115.0 42° �) 80.0 99.3 80.0 115.0 48° 80.0 99.3 80.0 115.0 54" - - 80.0 115.0 24" 80.0 99.3 80.0 115.0 30' 72' 80.0 99.3 80.0 115.0 . 38° (7) 80.0 99.3 80.0 115.0 42" - - 80.0 115.0 24' 84• 80.0 99.3 80.0 115.0 30° (8) 80.0 99.3 80.0 115.0 () N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB mecca D t6 d" Fbrt� �xo ZY sr� Oblalas 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 Error: A MAW MIL FIA PE [_38863 CAN. 38 AUG 1 2 20139 a ig m a 43 drawing no. W06 -34 sheet of THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUT ItHS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG 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 MULLION APPROVAL WILL APPLY TO ENTtRE SYSTEM. FALSE DUNTMAS (SURFACE APPLIED) BE USED \ S M ■ 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). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SNAIL BE AS LISTED, SPACED AS SHOWN ON DETALS, 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 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 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8' WINDOW WIDTH 48 1/4' D.L. OPG. W. (FIXED) 21" MAX. © HEAD /SILL • // i 1 t O � 1 1 I // © . 11 II II II I1 II I t / i '__._' 1 I I 1 11 it !I •- it II II 11 11 II II i 1i 47 3/4" A.L. OPG. (VENT) 5D 1/8' VENT WIDTH TYPICAL. ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) a 5 1/2' MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE MAY BE USED H 0 O a VROOUCT REVISED twmplying With tiro FloHdn Balding Code llsplrathm 53 1/8' WINDOW WIDTH 48 1/4' A.L. OPG. W. (FIXED) 21' MAX. VV HEAD /SILL 1 1 / I 1 I I // 1 1 I 1 1 6 I 1 1 1 '__._' 1 I I 1 11 it !I •- it II II 11 11 II II i 1i 47 3/4' D.L OPG. (VENT) 50 1/8' VENT WIDTH (y qq I' $4VV , L ELEVATION 6'` WITH OPTIONAL FIN TYPICA EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) HEAD /SILL CORNERS D.L.O. WIDTH (FIXED) m WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) m WINDOW WIDTH — 5.375° D.L.O. HEIGHT m WINDOW HEIGHT /2 — 4.5° LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Env: A SHN} 1 RA. PE 138863 C.A.N. 3938 AUG 122D09 () NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER OMB N G T. m AA t R P N O! , T. O} G � `J N 4 ' m vN m /i 3 6. `N m 4 P V m J N . 'm 4 4 W \ `'m 4 P N O ; 4 4 m \V N , b t7 y DESIGN LOAD CAPACITY — PSF (WITH ALUMINUM REINFORCING) I I ,SS,,, 0 0 888, o n e 8888E8888E8 o b o b b o o o b o I b ESE o b , b Sp a S, o 888 e o i n S88888888888 o b b b b b b o b b o 0 SSs 0 o LASE 7 EXT.( +) 80.0 , I I b S I a I a 8 b b 8 , 0 8 8 bb S a 0 b a 8 b bb 8 S O a a b b 8 , b a o b n , b a s b o 8 IS b s o b a , b a s b o a p 0 o ? a a b s S b o s s b b a 8 b b 8 8 b b s o I b 8 1 b 1 , o g2ls838621V33666 o o b o b b o b b b b b b o , o X621, o bb iloi b o e2td'ia'o821o`�2i0iipo0oo�o0 b o b b b o b b o 0 o o b o 0 0 e o 0 b GLASS 1 EXT.( +) 70.0 i I I b. 0 I a , 8 o Q 6 a o o D o b 3 a b 0 0 o b 0 o a o a o CI yp Q o a , d b 00 0' , 0 0 o o 0 0 04400 0 b o o a b O b o ti b b a o b o u b b o 8 o b o o o b o m 0 b b 0 0 b b 0 0 b b 0 0 b b 0 0 b bb o, m b m m b b m m b b 0 0 b b 0 0 b b m 0 b b 0 0 b b 0 0 b bb _, a b a 0 G b 0 m b b 0 0 C G 0 0 G C 0 0 b b 0 m b b 0 m O b 0 0 b G 0 0 b b 81.0 81A 81.0 81.0 81.0 Galles 0' EXT.( +) 0 0 b b 0 0 b b m m b b 0 m b b m m b o m m b b 0 a b b m m b b m m b b 0 a b b 0 m b o m m b b m m b b m m b b p, 0 o b 0 0 b b m 0 b o 0 0 b b 0 0 o b 0 0 b b m m b b 0.313 o b m m o o m b II I$8 0 I 0 I e 88088883 o b o b b b o b 88s88 o o b b S b o 8 18881 b o bb a 8 b o assSSSa b b o 0 o 888888a588888a o b o b o 0 0 o b o o o b 1, 1 i , 88 bb , '3888888E8 0 0 0 o b o b o 0 8 s o bb 8 o c c b e 8 1 o e 0 c n 0, b 8 8 b o S b 0 0 8 8 0 0 3 e 0 o 8 8 b 0 s 8 0 b 8 8 b b s s o b 8 o o 0 8 8 8 o bob 8 e 88 bbbbb.asaaasaaaa b b 8E b b o :. b b b b b b b b b b abesaabbbbebbaaaaaaaasagsoa000eoeaRi o 0 0 o b b b a b b b g 0 b 0 b b b b b o b b o b o b o 0 b b b o o S 8 b b 8 8 b b 8 4 o :. 8 8 b o 8 8 b b bbb 8 3 b 8 8 b b 8 8 b b bbbbb b bbbbbbbbbbbb0 S 8 o 8 b o 0 0 8 0 0 0 b aaasA b o 0 b b v a 888SS488S8880aaa8 o b o 0 0 o a o 0 bb 0 0 o b b o 888 0 0 0 0 0a08saabaaa8888880a0baa88a888 0 0 o b o o b o 0 0 0 0 0 0 0 0 0 0 o b o 0 0 o b o 0 0 oo b boo . 8888a b b SS8ss o b s 8 o o s a b o s a b o o8E883888$ o o b c b a0e 0 8a 0 $888 o b o b 888 o 0 0 0 8888 0 0 0 o b 1YPE H' 19474—) Z a b b b b a o b b o b b b b b b8a8sb8888888E8 bo b0 oaoo 8 b b b m 8 b b b b o 8 0 8 8 o m 8 8 b m 8 8 o o 8 o aa oboaoO 88888 o b o o b is o b o o tab o b o o b o 0 Epas$ o b o b o o pp b o m o o b ,u b o o b b o 0 0 0 o b o o b b o 0 0 o b o o b TYPE 'I° [Inc -) b 0 bbbb o D o o a 88Sa8888a8Sb8888E o 0 o b b b o b o b o b o b o 0 o b 88$ o b SS888s88838$ o 0 0 o b o b b b o b o o b 8 8888S8S8 a b b b b o b o boo 8S 8888 b b b b sops b o o b s88a8888bgssbbS8sas8888888a88ssoSSsao b bb b b b b b b a b o b 0 0 6 b b b b o b o b o b b b o b o 0 0 0 o b o b b b o o b o b S8: o b i A FT-, Eagr: OSHA° NOW AUG 1 2 2009 ,7 —.l, p iF t' Lyn 1 {oA1 1NN I Ina W n y xi 1 mil N . Ea o C CA to ^1 , m g 0 • ca I W , �► 9 ( 04 -94-09 1 revisions: AW9�WM SINGLE RUNG MU. (u.i.) AL-PAROOQ CORPORATION a C TIE if3 Ia.. c ratzar.nmmes∎ � Re. '°I �o =muffs [+ 1/=' - 1' 1 TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 1Q. (994) 731 -4430 FAX. (954) 751 -5078 ENGINEERS a PRODUCT DEVELOPMENT ENGI t3.W67 AVE M iAM1, FLORIDA 33174 ti c ze4 FAX (305) 2 28978 ol.laoa "o Q" P°5 s� t m. ww ours A ema. orrws wa D oiti.os W ,w mn rEC �!1!!�! —..� CORRP- ANL \W08 -34TYW ��� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door L.L.C. 601 N.W.12`h Ave. Pompano Beach, FL 33069 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 AHD 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 High. Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements - Impact APPROVAL DOCUMENT: Drawing No. W03 -90, titled "Series 370 Alum Sliding Door -LMF", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, 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 Limitation: 1. Two (2) %" masonry screws must have min embedment of 1 -5/$" into concrete or grout filled masonry. 2. Pockets are under separate approval. 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 revises &renews NOA # 05- 1114.06 & consists of this page 1 and evidence page E-1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 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.rriamidade.gov/buildingcode NOA No 09-0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 Page I T.M. Window & Door Co, NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED DRAWINGS(transferred from file # 05- 1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum. Sliding Door -LMF', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05- 1114.06) 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 20294. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by- Fenestration Testing Laboratories, Test Report No. YIL -3773 {F' TLl3062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an addendum letter dated January 26, 2004, issued. by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03 -18-04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 05- 1114.06) 3. Glazing complies with ASTME- 1300-02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 for "Saflex MG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 09- 0310.02(Rev 03- 1223.04, former Surface Specialties Tech) issued to Cytec industries Inc. for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest'-', both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FM-3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter / list of approved"UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, PhD. (transferred from file # 05- 1114.06) G. OTHER 1. This NOA revises & renews NOA # 05- 1114.06, expiring 03/18/2014. t "1,441 t • (-LA Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E -1 6° MAX HEAD /SILL CORNERS m 198• MAX. CLUSTER OF 8 AT MTG. STILES - DOOR WIDTH 2 ANCHORS AT INTERMEDIATE PLACES AND AT ENDS 21* MAX. TYP. AT HEAD /SILL M f // I I O I I // n to MI �� O // E V ii F � V © 1 J O I c V // SERIES -$7O ALUM. SLIDING GLASS DOOR (L.MI) DESIGN LOAD RATING FOR THESE DOORS TO SE AS PER CHART SHOWN ON SHEET 2 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 SE 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 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 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT III THESE DOORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT I AND REQUIRE NO SHUTTERS. CLUSTER OF 3 AT MTG. STILES Engr: KUMAYGUN FAROOCI STRUCTUNES FIA PE' / 18.557 CAN. 3538 l9AR 1 0 2009 itt6HUCTRENBWED erMh the Florida **ration Das A/ nm No 06 lost. �Q 1.LI to . DMA* drawing no. W03 -90 Iheet 1 of 7) DESIGN LOAD PANEL 17. /A. R LET Ft/IN. GLASS TYPE 'A' ■ R B' ExT. + INT. ( —) 2/6 72.0 72.0 3/0 72.0 72.0 3/8 6/8 72.0 72.0 4/0 72.0 72.0 4/6 72.0 72.0 2/6 72.0 72.0 3/0 8/0 72.0 72.0 3/6 72.0 72.0 4/0 72.0 72.0 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 1/4" HEAT STREN'D GLASS 120• INTERLAYER FILM UVEKOL LID. RESIN BY UC8 CHEMICAL CORP. I/4° HEAT STREW° GLASS SIUCONE DOW CORNING 995 I/4" HEAT STREW() GLASS .090° INTERLAYER FILM SOLUTIA SAPLEX/KEEPSAFE MAXIMUM I/4" HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'A' GLASS TYPE ' • GLAZING OPTIONS PR000CTRENEWED se. INN No Apo Balding Code Aeeegenee 1.1p3/9 bL toP+AHon Datteedgaw DivIsko x0 xx Oxo xxx 000 xxxx APPROVED CONFIGURATIONS (NON — POCKETED DOORS) 056x50 55XXXX ONE PANEL TWO PANELS THREE PANELS TWO PANELS FOUR PANELS POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT AND RICHT POCKET LEFT AND RIGHT APPROVED CONFIGURATIONS (POCKETED DOORS) SIX PANELS POCKET LEFT AND RIGHT Engr. ER. HUMAYOUN FAR000 STRFLA96j 16557 E CA.N. 3598 1 0 2009 t1 drawing no. W03 -90J 7) (sheet 2 .. 'b I SIX PANELS POCKET LEFT AND RIGHT Engr. ER. HUMAYOUN FAR000 STRFLA96j 16557 E CA.N. 3598 1 0 2009 t1 drawing no. W03 -90J 7) (sheet 2 1SF WOOD BUCK TYPICAL ANCHORS IN STAGGERED PARS SEE ELEV. FOR SPACING e TYPICAL IN STAGGERED ANCHORS SEE ELEV. FOR SPACING IN 4" 1.� ;, MANN -DADE COUNTY APPROVED MUWON IN MULLION ANCHORS SEE SEPARATE NOA 0 A HIGH STRENGTH GROUT PICA. ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING WOOD SUCKS AND METAL STRUCTURE NOT BY TM 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' (Fu "120 KIN. Fy092 KSI) 1/4" DUL ULTRACON BY 'ELCO' (r.on KSI. Fym155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY T -5/8" MIN. EMBED INTO CONC. OR MASONRY PR0DUCTREN wed a�N wkh the pler Ids Cock d -41A447o /y 114" TEKS OR SELF GRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 12 GA. MW. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MM. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414__SMS OR SELF ORII LSI : SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100") (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 f'o. m 3000 PSI MIN. MASONRY Pm . 1500 PSI MN. SEALANTS: FRAME AND PANEL CORNERS AT SILL AND JAMBS SEALED AND INSTALLATION SCREWS WITH JOINT SEALANT. WEEPHOLES; WI = (6) 1" WEEP NOTCH AT EACH END OF SILL W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL drawing no. W03 -90 (sheet 3 at 7 ) • - .842 900 U�` 1 • .125 - - 4.417 f 1 5.028 080 1.477 3.147 7.482 1.800 .072 . ' (+ �y 4 II✓pt `% 1 1.375 _. - 2.475 .750 1.144 3.000 1.598 1.586 1.596 FRAME HEAD SW -27908 .OBa - 1.600 .375 I �•-- - f I j 1.407 - FIX. PANEL STILE OW 37637 3.000 FIX. PANEL CLIP OW 37743 -2.529 STILE ADAPTER OW 37629 .437 4.479 1.819 PANEL GW .082 1.581 2.093-1 l - . .750 -y 1.000 I+- --( �f ,.000 r_ .375 I tl1 666 tl} isij WALL ANGLE BRACKET LENGTH m -PANEL HT. .750 1.000 - 376 RAIL 37831 1.547 7. r 2.886 .070 .4 jr^-yJ 3.248 c_ 4.367 - .045 -4 - -±. 1.367 I I , �- C- DOOR FRAME JAMB OW 34977 �1/ 1.000 4 //� // /4 IJ U i 1---)1 1°1.085] TOP CLIP TM -110 tSERIES -370 ALUM. SUDRIG GLASS DOOR (UAL)] TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781 -4430 FAX. (954) 781 -5078 4.000 • 2.080 REINFORCING BARS .758 1.162 �I� '- •�l'"� Lam, 822 1.313 .875 2.582 BUTT STILE /LOCK STILE GW 37623 1.000 750 `-`.i 1.387 �... 4.883 1.� �- 1.367 .082 I- 4.873 - .155 .522 2.230 WALL INTERLOCK TM -105 2.782 608 r 2.981 .875 2.708 .082 - PRODUCT RFAIEt e 9 in moot= to 66 2.762 3.157 L 2.849 1.006 - .622 1 ., :. . 1 1.893 .090 1.164 1 L 1.407 PANEL BOTTOM RAIL GW 37824 B' DOOR FRAME JAMB OW -31172 2.244 3.119 .125 POCKET 2.230 - MAJOR INTERLOCK TM -106 .875 /ASTRAGAL DMA* POCKED MINOR INTERLOCK TM -108 �F' f,,�'� aAts .140 .625 5.834 1.670 140 [7� crdl .080 II TT L�� I���'j� 2.500 2.564 a } 8 ^� $ k 1 ,.z7, Engn OR HUMAYOUN FA STRUCTURES C.A.N. 55768597 MAR/ 0 2009 MINOR INTERLOCK LENGTH .080 •�0 REINFORCEMENT TM -107 = PAINEL HT. - 4.e 5.900 I °' MAJOR INTERLOCK .099 REINFORCEMENT T4-109 drawing no. W03-90 FRAME SILL TM -1,1 1 (sheet 6, of 71 • PANEL TOP CORNER PANEL BOTTOM CORNER 8 TM -108 AS REOD. POCKET MAJOR INTERLOCK 8083 -T8 XXX 9 T1.1-106 AS REOD. POCKET MINOR INTERLOCK 6083 -T8 XXX '10 TM -107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 8083 -T8 FULL LENGTH 11 TM -109 1/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 8063 -T8 FULL LENGTH 12 TM -110 7 TOP CUP, 9 -1/2' LONG 6063 -T6 1 EACH ABOVE ALL INTERLOCKING & FEMALE STILES 13 OW 37637 AS RECO. FIXED PANEL STILE 6063 -T6 XXX 14 OW 37743 AS REDO. FIX. PANEL CUP ALUMINUM XXX IS GW -37823 AS REOD. MALE BUTT STILE 6083 -TB PANEL LOCK SIDES 16 0W -37829 AS RE00. STOLE ADAPTER 8083 -T8 ' PANEL ASTRAGAL. 20 4020 -PILE 1 ROW 'ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 21 4037 -PILE 2 ROWS 'ULTRAFA9' FIN SEAL WEATHERSTRIP WOOL. INTERIOR INTERLOCK STILES /MAE JAMBS 22 4020 -PILE 1 ROW i9JRAFAB' FIN SEAL WEATHERSTRIP WOOL FRAME JAMBS /ASTRAGAL 23 XXX AS REOO. 3/4 x 2 1/2T LO. SELF-ADHESIVE RN SEAL PAO IW)OL XXX 24 XXX AS REO'D POLYURETHANE SEALANT FOAM ENOS /INTERLOCKS 25 DOW 995 AS REOD STRUCTURAL SILICONE SILICONE PANELS 28 TM -38205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUMmYLON BOTTOM OF PANELS 27 TM -.32476 2 TM LATCH ASSEMBLY ALUM/NNT. MALE ASTRAGAL 28 TM -32424 2 TM KEEPER ALUMINUM FEMALE ASTRAGAL 29 XXX 2 /LATCH #10 X 2° OH. MS, ASSEMBLY SCREW STEEL LATCH ASSY. 30 . XXX 2 /KEEPER 810 x 1/2' TR. HO. KEEPER IPNST. SCREW STEEL FEMALE ASTRAGAL 31 XXX 8/PANEL #10 x 1' PH. SINS. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 XXX 2 /CLIP #10 x 1' PH. S0S. TOP CUP INST. SCREW .STEEL HEAD INTERLOCKS 34 XXX AS REDO. 1• X 1' REINFORCING BAR STEEL AT FIX. PANEL STILE 35 - XXX AS REDD. 3/8' X I' REINFORCING BAR STEEL AT FIX. PANEL STILE Enpn OA KIAMAY01A9 FAR(I00 PIA STRuCTU 0577 C AN. 3738 14AR 1 9 2909 Maurer RENEWED Arwgylsg with 198 nom* *swag Cock Y drawing no. W03 -90; (sheaf 7 of 7 }