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Home My WebLink AboutNOAJLj D REVI WED &APPROVED FOR: Lot Queen's Island ree rve by: date: M1AMI DADE Randall E. Stofft Afchitects, P.A. FL# 0011105, FIRM# AA00379 DEPARTMENT OF REGULA ND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 251" Street Miami, FL 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.eov/eco nomv SCANNED BY St. Lucie Countv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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. RER 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 beeri designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel130" Aluminum Fixed Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.L) (S.M I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10115, prepared by Al-Farcoq 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ell '...�. TI' .I01 7 - 4 SCANNED BY MI® DARE St. LUCID' County MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11305 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy CGI Windows & Doors 10100 NW 25"Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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. RER 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 0°Sentinel130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.L)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by A]-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—Dado County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 and renews NOA# 14-0731,05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0413.03 rtiaMhoaoe couNry C Expiration Date: September 22, 2020 (o/18�jy Approval Date: Jtme 25, 2015 I Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1,1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-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) Laige 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 a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading'per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 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 a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up' drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. IITL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOANo.10-0510.13) CGt CJ Manuel 6, P.E. Pradnct Contr 1+ aminer NOA No.-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511, Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01114/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/1Ill 3, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05121/16. 4. Notice. of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30; 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted uuder NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per X. Prod net Control ell NOA No.15-0 13.03 Expiration Date: September22,2020 Approval Date: June 25, 2015 E-2 FLANGE WON N D.L OPG. 19' MAX S' MAX. HEAD/SILL A SHORTER - CORNERS SIDES m I II n n n u c u u II U ii i c53 �� n n O o J o n u I II I I --- Ir----- Tr___ II II II II _ II N II II — II II IB 311 FIANGE & FLANGFIADAPTOR FRAME SERIES 190 SENTINEL ALUMINUM FIXED 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 RX./FIX. OR M. WDW. WITH OTHER MIAMI-DADS COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 3 a ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FIANCE AND FLUSH �o FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. m4" EQUAL LEG FRAME Vw. wTOTH WINDOW WIDTH t WIN-DOW WI-DTH1 WINDOW W WIDTH WINDO,�W WITH WINDOW WIDTH f fiop, � �I L J il'- WINDOW WIDTII WINDOW WIDTH WINDOW WIDTH W. WIDTH DAYUTF OPENINGS, L � D.L.O. HEIGHT - BUCK HEIGHT - 3.00' I` I z �� I .5—� ir7/=�1 D.L.O. WIDTH - BUCK WIDTH - 3.00' THIS PRODUCT HAS REOU REMY WITH ME EIRS 0 THE E FLORIDA EM NBVI MIMING CODE ED AND OINCLUOWGTO LHI NVELOCITY L HURRICANE ZONE (HVHZ). I— 1 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER s LOADS TO THE STRUCTURE ULUJI 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 CONDRIONS NOT SHOWN IN THESE DUALS ME NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS, THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF ME FLORIDA BLDG. CODE. LAM. GLASS INSULATING LAM.CLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT o 4 Dqn M=LMWAD PRODDLT RRVISFJY ^ � M PE 70593 es vvmp1Y1v9wiO,lhc PMNde � CAN. 3$9B Dulldh,S C.d. otlaNa/-041 no, 26 drawing drawingin9 Ea, noi$s.oanid5 aP II//Q Wig—O? 96' BUCK MGM D.L OK. N Ry- F' I� _____yL_ _____--_ _ L I, I n I G SDM JAMB 40E9 gB. COBNERB BUCK MGM �Tec D.L OM. 'c= r ii 'I II II II _•LmmmmcJ�_____JL_____yL__m_-L I, II I 7 I. a � xx�nn C] a6 m 16' NNt.M 6' d4MB NAY H E SRi4G 4DE5 COmGGERB 96' BUCK MGM DA- UPG. f ii �I I II ,I d _ __ __ J-____JL_____yL___ � ii •��\� li i' r x x x 0 z 16' NAY 6' NAY yg• 6MDES JAMB s BUM MGM 4DE9 CORNERB D.L on. e F II r II I AII I, :�Tm G:OBp Z _lil, ma_§ �, iv6�D II 11 O C I� N� • Nu; ol_ renslonG: gF.M6 SiNnN1 1XI ALUM FlItED PoNDOW (WJJ(SHJ.) AL-FAROOO CORP. p 00 D C CSCrI 100 ENGI S.W.87 PRODUCE OEVElOPMENl i :91.: 1/a•_yy 9 mss.++I xo1^m vlsc CGI WINDOWS & DOORS az:ssw. Bi AVE Nc r1l 9+o.l9.. o .D io ¢9u f6: 10100 N.W. 25TH 5R2EET mlAmyBwalDwzzva rac,0,2¢zeais ? Nk W. TFL (305) 593-MO FP (W5) 595-659] CONP-pNL\W10-02CGI CB��n (GM) "I om-r6s for) 000— E bauuu Id 5mu wo N, A 00 � —Em Imolj -I�lw 1338iS Hlg� WN OOLOL 11'1�01 CINIM 100 da;o ;OOMV dMoo t)OoMV-A--IV Crns)(rrn) ham mxu mn7v OEL -ENLN3S MW WP rNe � 76Z 4 IV ONO, i 2 i4 RAN X 5� ,u IV F. A P 02 6jo. � M-M T . . . . . . ,,g o o 9 9 . 9 . z 8 8 2 2 .... ... -p.zssgs�d g g g 9 2 s 2 2 2 9 z b 4 . 9 8 9 2 8 9 9 ;z r ;z a a 2 u 3 8 2 p z 8 8 p 2 8 8 9 2. 6 - 4 1 1. IT it 7 5 A FE 2 �2 . g g g g g g o 9 9 9 9 09 9 . . . . . . . .. .. 9 g g ;2 g g 9 9 s . . . . g g 9 9 so . . 9 . . . . . . 9 9 9 9 9 9 9 0 9 9 Z 9 Z 9 K G A 9 g g 9 9 8 a 8 . . 1 9 9 G U - - - - - - - - - - ANN. GLASS 3116` HEAT STRENIO GLASS .075- Int.doyor .07Y Intel,., 01 5' "nue San.. CP W.ffi PET Cono S a nx Cp In Soft.. CP %in PET Col. 8, 'Ea.tan.in Ch.adc.1 Co.. By 'Ea,W.e Cina.l..1 Co.' 'y 'E'non on One OR 0 OR R .C9O* Intorloyer ' I .090' Tacna,., a' 'a"r 'a 9, 0 Softex Clear And Color Glass . x n' Sale. CI.. And Color Of... S .' And 8, 'Ea.b.c. Chemical W By 'Ecotone. Ch.nni.0 C., .E..- -Y an Cho OR OR .090* 11 OEO' I.%dI DuPont SentiG19l; 'y DuPont S.nlGl.. By 'E.I. DuPont Do IN . . . no Co. In..' By 'E.I. DoNat Do N..... & Ca.. Inc.' OR OR .NO' Int.d.y., .00, _a Want Bunch Pug R DuPont Butocile M By 'E.I. DuPont 'Do No.... & Cc,. uc.' 8, 'Ll. Want Do & Co.. too: 3/16- HEAT STREN'D GLASS 3/1 6' HEAT STRENI GLASS SILICONE no I SUCONE t GE 12W DCAY CORNING 899 IT GE 12W no DOW CORNING 899 DOW CORNING 995 DOE CORNING NS , �A�MTI/4=M[�N n'a ON LONES "DER 111AIN 36' GIASS TYPH 'C 711V �J. LAM. GLASS 0 \\� �AMT14.PWTS ON UTES un"�4 �,r EDER THAN 35' 71le OVERAU� ILAM� WSS 3/16- ANN. GLASS 311V HaT STREN-1) GLASS .075' lift.do,., .075, tao" S.ff. CP Wth PET Care son.. On V7Oh PET Com By Ea.1,n.n Ch.nni.al Co.' H, 'Enbnon Chanec.1 Co.' OR OR .090' Intda,., .090' Inlefter Sell.. Of... And Colo, Of-, Soflux Clear And Color Case By -Eolslur.. Ch.neh,.l Co.' B, 'Eantanan Ch,.k.] Co.' 3/8- MR SPACE OR 3/B- AR SPACE OR a~ .090* Intedo,or .0SO' ant SentqGlw DuPont SWGla. 3116- HEAT STREN'D GI -ASS - U, ' E.I. DuPont De Nomoure & Co., Inc.' y Dy 'E.I. DuPent Do N.ntw. Co.. Mo.' OR .OW Inurlay.r 3/16, ITEAT CuPent M OR MEWD GI.ASS� OSV Int.dayer DuPont BI M By 'E.I. DuPo.t Do No.... & C.,, In.' By 'E.I. DuPont Do Nomoum Co., Inc.' —3/16* Hm MEWD GLASS -3116" HEAT STREWD CLASS SILICONE SILICONE GE 12W GE 1200 DOW CORNING 899 DOW CORNING 899 St WE CORNING 995 DW CORNING 995 m ME SPACER n ENE SPACER ST. STEEL BY 'CARDINAL SL STEEL EY 'CARDWAL: OR to OR DURAI w VI wwm W'Ouel OR OR SUPER SPACER BY VANN' 0 SUPER SWER BY 'QUM"' Ms AT 1/4 PC NTS ALL SIZES US AT 1/4 PORTS ALL SIZES GLASS TYPE 'CI GIASS TYPE 'DI I- C� WSUIL LAM. GLES (L.M.T. ONIX) I- C� WSUl- LAY. GLASS IN ORDER TO QtUl FOR S� MISSILE IMPAUCT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & VV MUST BE 7EMPERED. DOW DOW MAY OPTIONAL GJAZING DFTAI 'Guss Typys TV & 1)1, 899 995 m 4" 0 0 1 IV, ou 2 d in, no. ru"I V I W1 0-021 0 ti 0. 0 PC z 0 2:M!l TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DUALS THRU IX WOOD SUCKS INTO, CONCRETE FIANG El I EQUAL LE IC31 TYPICAL EDGE DISTANCE CONCRETE AT HEAD. BILL OR JAMBS f'c - 3000 PS! ". INTO CONCRETE AND MASONRY - 2-1/2" MIN. C90 HOLLOW/FULS) BLOCK AT JAMBS 1. - 2DDO PSI MUL INTO WOOD STRUCTURE I" MIN. INTO METAL STRUCTURE 3/4' MIN. INSTN.[ATON DETAILS THRU 2X INSTALLATION DETAILS INWALLATION DEEMLS INTO METAI. BUCKS OR 100 WOOD STRUCTURES DIRECTLY INTO C014CIRUE STRUCTURES OR INTO APPROVED MULLIONS FIANG "(�NCHORS FLANGE 1/4- M FLANGE EQUAL IX ANCHORS: SEE BUEV. MR SPADNG ltl:_J� (FIM W. F"n KSD 1/4' DIA IJLTRAC014 BY 'El CO� (M-177 KSL Fy.155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1 BY 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 CONIC. OR MASONRY �I� ANCMRS SEE EUEV FOR 6"A"I 1 f 1/4- MM. SHIMS EQUAL -LEG 414 SMS OR SELF DRILLING SCR (mwE 2 CHS) INTO METAL STRUCTURES . STEEL : 12 GAL MIN. (Fy - 36 KS1 MIN.) ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) All 4 SMS OR SFI F DRII I ING SCR (�E 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090") (NO SHIM SPACE) EQUAL LEG WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WON. I MUST SUSTAIN LOADS IMPOSED BY GLA7ING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PROWaREIVISED a ��n �iwb 0 MAY A201� � x f M Ig a a 8 oo� 04 0: 1 <06 0. 13 W10-021 TYPICAL INSTALLATION DETAILS 4,u THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INST�YIOM DETAILS THRU IX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLIkTIONI DUALS INTO MET& WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY IWO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0 FLANGE ADAPTO FLANGE ADAPTOR FLANGE ADAPTOR FLANCE ADAPTOR TTMOB. ANCHORS 'NO ile ma. Sams 2W MOD DUCK MR S V OR NPim ANCTORS BEVIL WOOD STRUCTURE STRUCTURE FOR spnIR6 MCEIKEMLANC"ORS FOR SFiliNG 0 In ZCN.) P SUN M2 r MR STAB MOD SUCK oil 0 r a 0 w 2 3/8' MIN. Ile mm BUCK HUMT Ile M. GAP WOOD STRUCTURE 1/2- MIN. 1/2- MEN. N cr� NOT BY cot —T 0 0 2 3/8m MIN. 2! Lj FIN FRAM _k,s WE M ING na TYPICAL ANCHORS SEE EUX. FOR SPACING TIM= ill SIM (GME 2 CRS) 1 INTO 28Y WOOD.SUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4- MH. PENETRAMON INTO WOOD BUCK DEPTH SHALL BE 2%". BAt, A THE USE OF DEEFER OR BEVELED WOODBUCKS IS -ouf P ERMITTED. NOT , B, BUCK MOM BUCK WIDTH 2 ;i r r MVI COUNTY fr I MMI-DADE MUNN V`PROWD 0. —APPROVED MIJUUON & MULLION MCHORS I MULLMN & MVI MCHORS I !I SEE St BOA SEE SEPMOTE BOX PRODUC�REVISIFD 2� 7 PC 7..Bt - Mh tia Fbrid. BP!Idb,,Qd, LaccMN,j , 141 04 R MICA. ANMRS SEE Et�, ly �,,MAm * -, -I;g d;l FOR SPACING M.N.dw P I #14 X I* SMS. lum PM I QUANTITY DRSCRIMON UATERIAL UANP./SUPPL[ER/REMARXS U El CGI-Ils 4/ F�AJRGE �E 6063-T6 4ft E2 W-119 4/ FUJSH PRALiEffIN FRAAIE 063-16 F 0 CCI-121 4/ GLcnNo BUD (w O�S) 6063-76 1.095 T— 2 E4 CSI-123 4/ NW. CLAZNG DEAD (UlL NBU� CLASS) 6063-T6 B. E5 M-110 4/ �� NAR. M �R 6083-T6 L± E5 CGI-109 4/ M. FROW FLANGE ADAI'TOR 6063-T6 (L -A ml GGI-3m AS ROOD. GIAZING SU10 VM m DUROMETER 75-ea SHORE A mZ OGl-t24 AS REDD. SCRION COVER- 0"OHAJL m - L13 COI-112 AS REOD. RUSH �E 00� ING 8 g 2-P M OWING ANGLE (I X 1/2 X 1/8) 2/p011E SETTING BLOCKS EPDIA OUROMENOR 83±5 SHORE A —MO5 M 1110 X 1-1/4-1 2/ WHINER I ASSOMY SCREW PHL M SUB .812 .995 .085 , izs FLUSH FRMIE/FN FRAME .675 0 .9 SO .975 o WELDED Jolm 1.184 AT ENDS m GLAZING READ (1-AlL CLASS) z E S� 050 .995 A25 8GLAZING BM (LAM. INSUL. GLASS) GLAZING ANGLE(LAM. INSUL. GLASS) CIRCULAR MNDDWS -09 9 6 N [---l.450 RECT. OR SQUARE WINDOM 100 0 .5So .0501 TYP H -77�w- FLANGE ADAFrOR PRODUCTRE-VISED 041 IM51 1.119 ru. PE 1 70592 D.Adf.,Cod. CIS N AI .91 - 1 � X 2 f �Vlc, � 1, .050 .065 j .050 1.081 —4 cf.�kg �.. I ", 15 Wl 0-02 FLUSH FRAME COWR SCREW CMR (Bhe.t6 Of 6 REVI�WED & APPROVED FOR: Lot Queen's Island Wrserve by: date: lit P MIAMI-DADE Randall E. Stofft Architec s, P.A. FL# 0011105, FIRM# AA00379 MIAMI-DADE COUNTY, FLORIDA EM I PRODUCT CONTROL SECTION DEPARTMENT OF RFGUtTMY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 -NOTICE OF ACCEPTANCE (NOA) www.1niamidade.goy/economy CGI Windows & Doors, Inc. 10100 NW 25 Street SCANNED Miami, Fl. 33172 BY SCOPE: St Lucie Countv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 assur�ance 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. RER 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion - L.M.L APPROVAL DOCUMENT: Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 and consists of this page I and evi well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. REVI NCIA No. 12-1220.15 MLAMWADE COU Expiration Date: March 28,2018 niG4 Approval Date: February 28,2013 z Z, _�Al Page 1 . V f , MIAMI-DADE MIAMI—DADE COUNTY, FLORIDA M PRODUCT CONTROL SECTION DEPARTMEENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) �.minmidade.gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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. RER 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E?' dated 12/21/11, prepared by Al- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dadc County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miatni-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. HE NOA No. 12-1220.15 MIAMI-DADE COUNTY Expiration Date: March 28,2018 IT71romb ApprovalDate: February28,2013 Page I CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No. 08-0331.07) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through05 of 05, dated 11/25/95, with the latest revision "E" dated 1.2/21/11, prepared by Al-Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. RTL-0080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu J. Abraham, P. E. (Submitted underprevious NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted underprevious NOA No. 95-0929.39) 3. Test reports oil: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/10/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted underprevious NOA No. 12-0221.10) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RE&. Jaime D. Gascon, R. —E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28,2018 ApprovalDate: February28,2013 E-1 N CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens I and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Virm J. Abraham, P. E. (Submitted underprevious NOA No. 08-0331. 0;9 3. Laboratory compliance letters for Test Report No. HT"080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted underprevious NOA No. 95�-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted underprevious NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion — L.M.I.", approved on 05/10/12 and expiring on 03/28/13. E-2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28,2018 Approval Date: February 28,2013 2FL L_200O_j CLIP ANGIL 5063-15 MULLION CUP FOR 1BY TURES CGI_3w 6063-T6 (ALT. TO 2 RECE CUP) MULLION CLIP EOR ?BY TUBES GN- 95 C 6063M (ALT. TO 2 PIECE CUP) 6 A 1 00 Ll MULLIONS CONTAINING IYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICA ME WINDOW OR DOOR APPROVAL MR FASTENERS SIM AND SPACING MILLION SYSTIEM IS RATED FOR LARGE MISSILE lmp�. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. I RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPFRTIES ON NOTES NIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WIN WE REOUIREMENTS OF WE FJORIDA BUIUDING CODE INCLUDING HIGH VELOCITY NURRICANE ZONE (HVIZ). ALL GILAZING PRODUCTS USED W" THESE MULLIONS MUST MEET WE APPUCASUE BUILDING CODE REQUIREMEINTIS I.E: WIND LOAD, WATER NFILWAITON, FORCED ENTRY RESISTMCE. SAFEGUMDS ETC. MOD SUCKS BY OTHERS ' MUST SEE ANCHORED PROPERLY To TRANSFER! � TO THE STRUCTURE AWOHORS SHAU. BE AS USED. STAGED AS SHOM ON DENNIS. EMEEDUENT TO BASE MARITAL � BE MYOND WAU. COVERING (STUDCO, TILE ETC.). INSTRUCTIONS ANCHORING CONDITIONS OTHER WAR THOSE SHO�N IN THESE DETAILS ME NOT PART OF TRIS APPROIM,_ USE CHANTS AND OWHS AS,,FOU_OwS. A UGAD DURATION INCREASE 6 USED IN DESIGN OF ARMORS INTO WOOD ONLY. STEP I DETERMINE DESIGN LOAf) WOUIRED PER AME 7 MATERIALS NCLUDING BUT NOT UMM TO STMt./MET& SCREAS. THAT FOR PARMICULAR OPENING. COME WO CONTACT MH OTHER DISSWUQ MATERIALS SHAU_ MEET WE STFP USE DADE MUM APPROVED BUGGING PRODUCTS MEETING RECUMM OF WE RONA MUDC. ODE MOTOR 20018A. ARM LOAD REQUIREMONTS. E,,. JAVID MAD STEP USE CONNECTION TO MUUJON AS PER PRODUCT APPROVAL m IM PC VM92 USING GRAPHS ON SHEET 2 SEUECT MULUON SZE WITH STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FRODUCTIUDURNEB CAN. IN STEP I ARM US G ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR 31�5 STEP omN SNEET 3 ' SWEET ANCHOR IYPE MH DESIGN �MJTIN AP,,,.. N. Mon THAN TiE DESIGN UOADS SPECIFIED IN STEF MGM. BY Ec 10 2alz mi,il)". z 10 0 im 0 0 0 ca Z�, I - MULLION LOAD CHART IMMEEMEM ME MEMENNE Elm MWENEEM 011% ME MEMEMEM Lin a MENNEN ME I MENEM M No a MENEM 6 ME ME EMENMEM NSA IlIq ONE r — —1 —.. - — MULLION LOAD CHART EBIM gis mummm- r MENEEME MMEMMEM MEN M ME111 MEMEME LIM L40M M L ONE 0 ME m M W MENUMEN kilo m M mommumm L LINO m M EMEMSEE IL WE a M MMEMEME ME a L M E ME nommummm I LMENEEMEMMEN ME MEMMEMMEMEM0 I OL mom ik 'I , -ME quommumom k I EN k MEMEMEmmumam im MUMMUMMUMMEM qwrl rRIBUTMY WIDTH - INCH�S MULLION LOAD CHART Oil EMENNINEMI BE M MEEMMOMME MEMMEEMMEMMEN IL INHE mm EMEMMEMOME EMEEMME Elm EMENEWEEMEM ommommam MEMO EMEMEEMNEEMEM MENEMMONZOMME momummummummo L a I Mmusimm"Emamm M MEMENNEEMOSEN a I -MEMMMOMMEMEM-0 ommmummanummm MEAMUMMEMMEME TNIH�Y WIDTH - INCHM MULLION LOAD CHART MMEME M 0 !MMMEM MOMEMEM TRIBUTMY WIDTH - INCHES MULLION LOAD CHART MMEMERIMMENINME MUMMEMMEMMEME MRIMMINNOMMEMME mmummEMMENEME mmmommonommmm MMEMEMBEEME wommmomommomm MEENNEWOMENNE mommummommamm Emmommoommmam MENNOMEMEME a NEWEEMEMMEN M MEEMEENNEEM MWEEMMERNMEMN moommummummom LIMEMENMEMMENE ENEWEEMOMMEME CDT., .. 03 PRODUCT IN.-T z -s 2 03 0 W1 W2 -b 0 0. MCHU TO HE NSCUM RECTMG� LL ul 9 z <OL WT 0 TYPICAL MULLION ARRANGEMENTS 'z I Oil a: - R NCJE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) En9r. AV� MM� CIL ,.Jr. C WE f,7,0592 OZ ale AN. IL ANCHOR LOAD CHART ANCHOR LEAD CHART --F ANCHORS TYPE 01 3 Ill I L SP N el z 0 M W 4-�'A 0 all IN 1 00 CIE 0 0 0 - mol 1 IN i 0 HORIZONTAL W"N ANCHORS ME S ME - I, C OR 0 0. C OR D ME MECTANGMAR SHAPE ANCHOR Co. 0. �]C AH RS.�v ? 00 23 25 30 39 40 4S 50 GG 69 6S 10 76 80 85 20 25 39 3S I 40 AS 50 55 60 65 70 75 80 85 z TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHE S 0 u muUUCN SPAN ANCHOR LOAD CHART ANCHOR LOAD CHM T Lu 'ZL IN TYPICAL MULUON ARRANGEMEN in WIDTH (W) W! + W2 2 N mill NINE NOTE, ORION IN I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 11 '1 0 i FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. Ik 6 z u BROWN I III (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) H 0 IN 11411 En". AM� C.L PE 7059' C". 53A NMI IIII 20 2S 30 3S 40 4S SO SS 60 &S 70 7S 80 BE 20 2S 39 35 40 45 60 55 60 6S 70 75 80 86 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ec, � n Al 2 PREW4 CONC. i SIU- �TRACON 2 X I I Za----- Aw. AMC # S.M.S. 'I ANGLE 4 S M, S 1 /4' DIA, ULTRACON BY 'ELCQ: (Fu-177 KSI. FY1155 KSI) I WOOD BUCKS NOT BY C.G.I. L NOR" GU'S TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MU MISS 'F Sim ST SUSTAIN LOADS IMPOSED. OR 1". 1-3/8" MIN. PENErRATiON INTO WOOD PRODUaREMWED E,,. �AD .� THRU IBY BUCKS INTO CONC. OR MASONRY-ft��I�,ly��'d'A��"�- Cm ?.-1 0. PE If 0592 I? 1-3/a" MIN. EMBED INTO CONC, A CAN. ,7M t-1/4' MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANC 1/4' VA. ULTRACON INTO CONCRETE AND MASONRY = 2-1/2" MIN. 11-3/8* MIN. WBEQ INTO WOOD STRUCTURE = I" MIN. I/ AMGLE INTO METAL STRUCTURE = 1/2" MIN. DEC I 70 MASONRY 2/ ANGUE 4 CONCRETE OR MASONRY EWCKS z 0. z m 09 IL M 0� 0,- of 0 oUg 0 4 T C, S, 0 vIcN zz,g ANCHOR$ TYPE 'D' TUBE WWON z IX3, 1X4 C) TRIN �D TO INSTA� ANCHORS L ACCESS HOLE 112 X 1/2- S.M.S. SEE CROACT FOR QVANTTOES [TUBEI WJUJOK a 0 7 — - ----------- KA & 111 2 3/4' TY E 5 - E C 3 ITPL 4 - - - - - - - - - - - - - -i z -TB) THIS SCRM CAN BE 012 X 3/4 FH ENS INSTALLED IN Effim I CUP AT ixz & I" VULTON ERECTION I PER 2 PER CUP AT UARGER MULUONS AUUM CHANNEL 3/4 X 1�3�4 X 3/4 X 1/8* C, 0 BE ITT IN LENGTi SEE TUBE 0 I/a* THIC ALUM CrNEL M11UNORN 213Y TUBES o X 0 UENGTH TO 0 EM I NTO MULUON z Z 9 cId o 0 ANCHORS DETAIL #1 METAL TO JUAL CONNECTION 0 m 12 X 3/4- S.kS. (2) i7- CONNECT PLATE TO CHANNEL MULJON— PUNTE MIN. FUN ------ 414 ADAM"Pt, C.L fl� RE 705,2 NO. 2. MIN 2 /40r.Elll-�T.J PRE TO. /l/4,�OA- ULTRACON -1 1. MIN EMBEO 2 PEI PLATE [mg5-1 DEC 10 - zoi REVIEWED & APPROVED FOR: L Lot ot Queen's Island re erve by:. date: Randall E. Stoffit Architec s, P.A. DADE F 141AM DADE FL# 0011105, FIRM# AA00379 LAIIAIVII-DADE COUNTY 00 PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOh11C RESOURCES (RE, 11805 SW 26 Street, Room 208 BOARD AND CODE ADIVHNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOnCE OF ACCEPTANCE (NOA) mvw.ni1imidkdegoy/economy CGI Windows & Doors SCANNED 10100 NW 25'h Street BY Miami, FL 33172 St. Lucie Countv SCOPE; This NCIA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 theirjurisdiction. RER 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 the Florida Building Code, including the High Velocity Hurricane Zone; DE SCRIPTION: Series "Sentinel 110 " Aluminum Single Hung Window — L.M[.1. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.1-1. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09109/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the IyEami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state, model/series, 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. TE RMINATION 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 sball automatically terminate this NOA. Failure to comply with any section of this NOA sliall 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 catirety. INSPECTION: A copy of this entire NOA shall be provided to the user byjl�ie manufacturer or its distributors and shall be available f6r inspection at thejob site atthe request of the Building Official. This NOA revises and renews NOA# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document m6ntioned. 6ove. The submitted documentation was irviewed by Manuel Perez, P.E. 1 06 MIAMI-DADE COUNTY Lq EX ir a S t 2 0 S� 01 ir 1) . ju?5', 12 0 15 APFo I F U fl;o Pagel a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADINUNISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Doors 10100 NW 25'. Street Miaini,EL53172 MIA11,11-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Roorn 208 T (786) 315-2590 F (786) 315-2599 In"'min niidade.eoy/econani SCOPE: This NOA is being issued un der the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 mannor, 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 theirjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii-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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110 " Aluminum Single Hung Window — L.M.1. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02102/10, with the revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahinad, P.E., bearing the Mianii—Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACTRATING: Large and Small Missile Impact Resistant. LABE LING: Ea ' ch unit shall bear a permanent label with the inanufhoturees narno or logo, city, state,, model/series, and following statement: "NEami-Dade Comity Product Control Approved", unless otherwise noted herein. RENE, WAL 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. TE RUINATION 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: Tile NOA number preceded by the words Mianii-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 fir inspection at thejob site atihe request of the Building Official. This NOA revises and renews NOAH 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document m6ntione�d above. The submitted documentation was yeviewed by Manuel Perez, P.E. N6A No. 14-0915.06 %M MIAM I-DADE CO Expiration Date: Septenibei*22,2020 ApprovalDate: February05,2015 floo Pagel CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.L/S.M.L)", sheets 1 through 9 of 9, dated 02/02/10, with revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. * B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifoun Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large tMissile 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 a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Nfiami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CE RTIK, CATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19114, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to E astman Chemical Company (AM) for their "Saftex Clear and Color Glass Interlayers" dated 0619114, expiring on 05/21/16. M6nuejftr�2� P.E. Product Coliftol aininer =41 4 . 4 0915.06 Expiration Date: Septenibet-22,2020 Approval Date: February05,2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 20 10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10- 0510. , 11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted uni-lerNOA No.10-0510.11) G. OTHE RS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series"110 Sent&l"Aluminum Single Hung 'Window - L.M.I. approved onOJ/12/12 and expiring on 09./22/15. Manne q6z, E. Product Control Ra iffier NOA No. 14- 915.06 ExpirationDnte: September 22,2020 ApprovalDate: February05,2015 E-2 TINS WPUB FLANGE & FLANGE ADAPTOR FRAM SERIES SENTINEL 110 ALUMINUM SINGLE HUNG IVIND03 DESIGN LOAD RATINGS FOR MESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPRWAL APPLES TO SINGLE UNITS OR SIDE By SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MLAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPRWED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM MNOOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BUILDING CODE INCLUDING HIGH `,EUOCIlY HURRICANE ZONE (WHIZ). WOOD SUMS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MCHORS SHALL BE AS US7ED, SPA�ED AS SHOWN ON GETALS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAUL BE BEYOND WALL DRESSING OR STlICCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETMUS ME NOT PAU OF THIS APPROVAL. A LOAD DURATION INCRIASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIAX INCLUDING BUT NOT UMITED TO STEEL/META- SUENS. THAT COME INTO COWACT WIN OTHER DISSIMINAR MATERIALS SML MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. D.L.O. (M. LITE) 20 q/IB' Km/STU- It 2---- 0.1-0. (FIX. ME) 20 9/16- bm. VEAD/SILL ,7 47 7/16- I RQUAL LEG FRAM EIN FRAM CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16- INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODU=11VISED "coniplyli,wiffitheflodda R%ill. dI Mll.V'jj V y y ff,00)M Mi m ;6% z 0 p 8 ot 2 0: t 0 IL 0 oo� 0 o z Z�,J §0 . drawing no. W10-03 0>..z pay Ill win 114 too 'it CPU 421F 00� hit oil I is sm I I g M Q2. P Em . MIA 1 if I I a -91 . 11 g Toz HOGW Z 6w V;pl-. &MS. I M, m -� RON -9 11 -- — j a DIM W �CK DM. aNWH kL) is SERIM SENON& 110 AWM S.H. WDW. (LM.I./S.M.I.) AL-FrAROOQ CORPORATION no e v oscriD on CGI WINDOWS & DOORS &W. 87 PMVE 10 25 ST C,D 10100 N.W. 25TH STREEr M�I,nORIDA33174 MLAMI, FL. 33172 r1c (305) 593-090 F� (305) r 1/8- ANN. �$S 1/3' HUT STROWD CtASS .075p Intarloyer .075' —Sofax CP VAth PET Core Sell- CP CAM PET Con By 'East... Ch.erc.l Co.' BY 'Casonan Chemkol Ca.' z .090m Indefloyer 090* Inkeflapr —Bell.. Cie., M4 Cal., Class —Sell.. Clear And Color Glass BY 'east.. mer,lool Co., BY 'Eostmn Chemical Co.- E; .090' Intedurr .09W Interloyer 0 —DuPort ScntqGlos —C.Pont SartGla, BY 'E.l. DuPont Do N—on; Co. Inc.' BY 'E.I. DuPont Do Nerrours & Co,, Inc.- 0 I/W ANN. GLASS 1/8' HEAT SHION'D CLASS C) g C, 0 m SILICONE SILICONE 0 s. BE 1200 CC 1200 0 0 as OW CORNING 809 0 DWI CORNING 859 DOTY CORNING 995 owl CORNING 995 1 LIL I so 5 2 WIDER IRAN Jr FT!T �14 POURS ON LITES FT�T �14 POINTS ON URES GIASS TYPE 'A GLASS WPE B OR Of 5/1V MMLL M. GiAss 0 L 9 (L.M.1 & S.M.I.) 5/16. ovERML Mo. SIMS 0 1/8- ANN. CLASS I/V H STREWO CLASS .075m InterlWar .075' as 0 0 0 S.11,.. On WAh PET C.. —&it,. Do 1W.Un PET Cons BY Eazonan Cherried Co.' 0, Eact.n Cf,anni.c.1 Co.' z 1/4- AR SPACE .090' Intefl.,., 1/4- MR SPACE .0 90. Interheyer Le I z — So S, Soflax clear And Color Glass San.. Ct... And Col., Close By Emstmon Chemical Co.' 0, 'Faslon.. Ch—'sd C.: 1/8- ANN. GLASS .0190' Intaft's, 1/8- HaT suFt'D GLASS .0 90' tnt.,I,.r M DuPont Sentw(Cc. —DuPont SartqGka, BY MEL DuPont 00 Remount Co., Inc.' By 'E.I. DuPont De Noreen & Co., no.' ( t�' DOVY CORNING 995 1/8- ANN. GLASS I/V HEAT STRER-D ctms SILICONE S,UC', 12M BE 1200 D CORNING 699 DOY1 CORNING 899 IrD.. COR.N. 995 ce BE 0 w w `1 1/+ pouns ALL SZLS 1/4 POINTS ALL SIZES GLASS WPE 'AT' GLASS TYPE 'Bl' 7 JWAD An. O.W �RALL INSUL Lou. GLASS (L.M.1 ONLY) 0.70' CAERALL INSUL. Usif. CLASS METAL SPACER AROUTND ML FREsnucrREVISED N PA. PE 70111 as cona,lying%kilh the Flalld. THE PERMETER OF E GLASS. OuRdir.1n. Acosp. H �ta �,ta 'no" drawing no. all.e'll IN ORDER TO GUALJFY FOR SMALL MISSILE IMPACT RATING od.Plolmil EXTERIOR PLY OF GLASS TYPES 'Al' & '61' MUST BE TEMPERED. JO A7 t W1 0-03 FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. a - 4 1 T11filCAL ANCHORS SEE ELEV. I r77T*NOR SPA�ING WOOD DUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" CIA, TARCON BY '1TW' GFU-120 XSI, `Y�92 XSI) 1 le DIA, ULTRACON BY 'ELCO (Fu-io`7 KSt, Fy-155 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN, PENETRATION INTO WOOD THRU 1BY BUCKS 114TO GONG. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY IWO CONIC. OR MASON" 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREW (GIMDE 2 CRS) INTO METAL STRUCTURES SrEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8!' TAK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF GRILLING SCREW (GRACE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD SrRUCTURE = I" MIN. INTO METAL STRUCTURE � 3/4" MIN. WOOD AT HEAD. SIU. OR JAMSS SG � 0.55 MIN. CONCRETE AT HEAD. MILL OR JAMES I-, - 3000 PSI MIN. C-90 KOLLOW/FILLED BLOCK AT JAMBS V. - 2000 PSI MIN. PRODUC?'RV.VISED 'z L — PE 1 70192 . ..... i'l., "ill. 11'. Flcidd. CAN 3lila Building0i,de A� inz' N'll I'll— NOE ANO I (a 4m z 0 0 b of 0 M or, a 0 0 in A 82<0 wi 0-03 1/4- 1� DUCK MDTH mAx FLANGE & FLANGE ADAPTOR FRAME 4.0 9 SHM SHIMS Tfl'ICAL ANCHORS @ ti �Pim m0foRs SEE EUiM m S5 SEE DUN FOR SPACING H 32 FOR SPAE111C 41 M9 FLANGE ADAPTOR FRAME ot STRUMMM -11 11 4- 0 -0 h 115 �]� 16Y EXTERIOR wwo Bum a D.L. OPC. L 0 1/4' BUCK V110TH 1/4' SHIMS mcHms SEE ELIN Typim ANCHORS ow `011 SpmSN� SEE DZ'. HER SPNSNo 0 vlocc, R MOD STRU� E2 'By VIWD MCKS ml-DADE couNry W APPROVED MULLEN 1. p 6 Su BUM WDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. F rA 54 u 0 K V R .0. KIRS. E� ll�� AHM PROD= REVISM EMIL IS 70592 N. 538 DWIJQI, C.d� t-:�:70 U� BY n W1 015 P-1-11", 1#14 X I- M. MAS. 0-0; TONEAL ANCHORS HETA- SEE OEM. SlAucauRE EQUAL LEG FRAME 4,U ISY FOR SP�ING UPIM ANCHORS SEE EUX J- E LINDY AP C,D FOR SRACIN PR%0 EDO Owl EAD ED -.Af ZT EDGE muuuDNI & MULUON GE DIST, I EE SEPARATE DA S N L -- -------- 11 Et cfo MICA- ANCHORS UPICAL AN HORS 2 .2 J2 SEE ELM SEE ELEV. 0.�g § FOR SRACNO FOR SPACING 0 o Twxx ANCHORS SEE ELEV MMI-DADE COUNTY FOR �FAENG PROVED MUWON 0 a 1/4' NVOL 0 BUM VMTH 8" "DM j SHIPAS 6 i SWEEP LOOK 1 1/4' ORIONAL 70 j w EGRESS LOOK Of AT SILL 0 0 r E I MT D 11 L --J .. WA 114 Xt- FIA. SMS. E4 0 63 EQUAL LEG FRAME CAN BE INSTALLED DIRE L INTO WOOD, CONCRETE OR METAL STRUCTUR�ESY 7] WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' ON, S4 ED 2 3/8- LAIN. 1YPICAL ANCHORS SEE aw.. 9 9 MR SPACNO, 0 "AD PRODUCrREMSED CIVIL n "HI. PE 70592 0WIdi,Cod. c A WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS d ... ii�g DO. 'ELEAN NERS PERMITTED. A I, I MR SPACNO W10-03 %TO06 UCK NA �m SEE ELW ANCHORS FIN FRAME 4,u 8 lEanU SUR W. L�ONLY S NE� FOR SPANG NOT BY CGI z 1 11 2� 0 HOUSE WRAP N NOT TYPICAL ANCHORS SO: aw. FOR SWING BY CGI 0 El #8 gMq (OWE 2 CRS) INTO 2BY WOOD BUCNS OR WOOD STRUCTURES 0 r mnEv 1-1/2" UIN. PENETRATION INTO WOOD m 0 SS 0 c3 m 2 US SWEEP I-OCK OPPOMIL TO EGRESS LOCK AT SU a 00 %VOOD FRUCTOSE NOT BY CGI COP GAP P4 ve 1/2' MR. 0 0 K 2E� OmR 93 A mo HOUSE WWP E5 HOT BY CO '6 EXTERIOR W M9 0.1- OPG. 5 14 m"EO (E2�— CAUI�NQ I UCTRIEVISLI) F-t VE. U,%592 Uulldsno�dc HOUSE WF 00 NOT BY Cot /21 U.,T� 11 �IM ANCHORS INg I W10—1� SEE EV. MR awxwG Ch�-t �-7-f 9 2.505 —2505 .61 —A .745 1 0,5 FlUkNCE FRAME HEAD FLUSH FRAME HEAD (EI)I NAL FIN ADAPTER .500 -T Fl-ANGE FRAME SILL .490-m 1p� 5. : �P. 11=795 1 ... @ FLUSH FRAME JAMB - 2 .705 050 VP. 050 8641 .700" GLAZING BEAD L SCREW COVER �rj MEETING RAIL_ N1 �210 0', LOCK RAIL 2195 _2 0_ 0 .4 HAND RAL FRAhIE TOP CORNER -HBo SASH RAIL FLANGE ADAPTOR T , "a ,g 4� VENT TOP CORNER VENT BOTTOM CORNER 'A Timid. Z 0 H 09 0. 00 ot o5a 0 0 0. 0 Zzi, Wl . 0 , —031� h—1 0 �f 0 1 REVIE ED&APPROVEDFOR: Lot Queen's Island ?reFerve by: /4 date: 91;916 Randall E. Stofft Architects, P.A. Rurrioame, Mastor by DA13 M414824 FL# 0011105, FIRM# AA00379 +5(opSf -b4pSf MIAMI-D — 6UANNED Max Sao I b 1 2 11 x 1(o /oil MADE BY mmmi.BADF, com-Try St. LUde Countv PRODUCT CONTROL SECTION If 805 SW 26 Street, Room 209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7%)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmlamidadgi,goy/economy DAB Door Company, Inc. 12195 NW 98(h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Miand-Dade County Product Control Section (in Miami Dade County) and/or the AH1 (in areas other then Miami Dade County) reserve the eight to have this product or material tested for quality assurance purposes. If this product or material fills to perform in the accepted manner, the manufacturer will incur the expense of'such testing and the AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RFR 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 161-2" Wide W1 Window Lite Option (DP +56.0, -64.0 PSF) APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door", iheets I through 5 of 5, dated 08/24/2000, with last revision I dated 03109/2015, prepared by AI-Farooq Corporation, signed and scaled by Javad Ahmed, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permandat label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami-Dadle County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 a ccur after the expiration date or if there has been a revision or change in the materials, use, andfor manufacture of the product or process. Misuse of this NOA as an endorsement of any product� for sslcs� pilvertising 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 MA shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA renews NOA # 14-0814.05 and consists of this page I and evidence pages 13- 1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0304.02 Expiration Date: February 22,2020 Approval Date: April M, 2015 FILE COPY Hurricane Master by DAB MDL#824 +55PSF-64PSF MAX. SIZE 182" X 16-0" MIAMM:A2DE ?*IIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wynyndiinildnile.goyleconom DAB Door Company, Inc. 12195 NW 98"' Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by hfiami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where alloived by the Authority Having Jurisdiction (AHJ). This NOA shall not be valld after the expiration date stated below. The Maml-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 mimmer, the manufacturer will incur the expense of such testing and the AHJ may limmedlately revoke, modify, or suspend the use of such product or material within, their jurisdiction. REP, reserves the Tight to revoke this acceptance, if it is detervalued 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Sectional Garage Door up to 18'-21' Wide x 161 High w/ Window Lite Option (DP +55.0,-64.0 PSF) APPROVAL DOCUME NT: DrawingNo. 99-24, titled "Sectional Gairage Door", dated 09/22/1999,'kvith last revision G dated 10/13/2011, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P�E., bearing tile Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miatni-Dade County Product Control Section. AUSSILE IMPACT PATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, tile positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miatni-Dado County Product Control Approved' is to be located on tile door's side track, bottom angle, o * r itmer surface of a panel. 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 flit performance of this product. TE, RMINATION 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 tennination and removal of NOA. ADVERTISE, ME, NT: Tile 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 it, its emIrpty. 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 thejob site at the request of the Building Official. This NOA renews NOA 4 12-0110.12 and consists of this page I and evidence pages B-1 slid E-2, as well as approval document mentioned above. The submitted documentation %vas reviewed by Carlos M. Utrera, P.E. NOA No. 13-0212.03 Expiration Date: March 10, 2018 Approval Date� March 28,2013 Page 1 DAD Door Company, Inc. NOTICE, OF ACCEPTANCE: E VIDE NCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 12-0110.12" 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision G dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E. B. TESTS "Submitted underNOA # 09-0324.07" 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 24113.2.1, TAS 202-94 along with marked -up drawings mid installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testin& Inc, Test Reports i4o. HETI-08-2133A and B, dated 06110/2008, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. RE(TI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Subudued underNOA # 08-1106. 05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HE TI-08- T139/A, dated 06/27/2008, signed and seated by Candido F. Font, P.E. 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/1711998, signed by W. A. Jackson, RE. "Subinifted t(nderNOA # 03-0210.04" C. CALCULATIONS "Subinlued tinder NOA # 09-0324.07" 1. Anchor verification calculations and structural analysis prepared by AI-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/2512008, signed and seated by Humayoun Farooq, P.E. "Subutifted under NOA # 08-1106.05" 0 Carlos M. Utrars, PY.— Product Control Examiner NOA No. 13-0212.03 Expiration Date: March 10,2018 Approval Date; March 28,2013 9-1 DABDoGrConu)any,1nc. NOTICE OF ACCEPTANCE: EVIDE NCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATE, RL&L CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SARIC Innovative Plastics, for their Lexan Sheet Products, approved on 04124/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfbam, LLC, for their Insulfbam. Expanded Polystyrene Insulation, approved on 11/2912007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01111/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, fortheir Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. "SubmiltedrinderNOA # 05-0228.0211 5. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM Gl 55 of "PVC Extrusion Material!, prepared by Hurricane Engineering & Testing, Inc., Report No. HE, TI 04-AO02, dated 09127/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Matcriar, prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non-foarn PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Subittifted underNOA # 12-0110.12" 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by A]-Farooq Corporation, dated 10/26/2011., signed and sealed by Javad Ahniad, P.E. "SubittNethinderNOA ff 09-0324.07" 2. Laboratory code compliance statements issued by Hurricane Engineering & Testing, Inc, for Test Reports No. HE TI-08-2149A/B 13 and HE, TI-08-TI39/A, dated 06/10/2008 and 06/27/2008, all signed and sealed by Candido F. Font, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0212.03 Expiration Date: March 10, 2018 Approval Date: March 28,2013 E-2 7-1/2' X 3- X .12D' ,LY V END ROOM HINGES WIN WIMNAL SEWN MEINE 7-IV2' X 2-1/4" X .071- M SHIL CENTER HIBE VMH OMNAL DMN =M IV/ (4) #14 X O/V SMS LOOK 114 4 X 1197� 2/ MR -1 ------ BOTTOM a MR 2"7WK -OURIODE IV=E COHEN LE (EMPON C ON CUD B% INS LENO ON D4I! SEE OF DOOR OUTSIDE KEYED IDQ LOOK BAR LOCKING SHOVIN ALTERNATE TO LOOKS SNONN AGM INSIDE ELMTION RAISED PANEL EMBOSSED ODOR FTMS PR.DN.T -I.M� MR ARGE MISSILE IMPACT GENERAL N 1. INS PROINff HIS SM. VESIONE AND �W V COMPLY RON IIIE OF NE 111120, MUNG COME "10 EDIMON INCLUDINQ No � HURAVIBRE ZONE, 2. ANCHORS SIIPLL BE AS LISTED. !BPACED AS $�N ON DETAILS. ANCHOR EMMMENT TO WE MIERVU. � BE BEYOND POLL ORISSIND OR =000. 2. M. SOLM. MOPS AND WASHMRS SKILL HE END PIAWO =SOR SOME, 4. ANCHORING OR UVINNO CONDRIM OTHRI IHAII INCISE SHM IN ROSE DESIGN PRESSURE RATINO*- + s5.o Psr 0 - + 550 — 64.0 PPSF a F DAB DOOR MODLML 024 Z� F Pir .6 z 61 � 0 99-24 7, m I 1= � M m 0 : I 'Z1 V ns V �F,� all 4 CoNwm3vw� mtmmm IV 03NOUSUd 31n M= N1 SMOH 'AO .91/6 M G91WISNI Immum Atm� 3uvmsl Aq RUMA BODO sSVdw ZnUg lH si 0 R V.. 10 aus.. 3WON3 0, /A T-U-R= x w JVI WNW MDM �30w am -Aw w W1 [Smu fmv .01A A = �j M � nm Go � w 0, x OB-Z x .1/v io o io o fmoH WHONAd z/, Nuo Ima w� IDU M. fZ dOd oNtmmnu ROMTK-MT �v We � .t/2 � dw -ol 01 03H�� -�%5 US mom .111 1 3 u �m am a ,ffl 3d oummoyl 261. 5NM, 9 sm .0 9 x *I NU L t � NO MON muml M "AU OwA do Eouxommoo uoA =NOINGH �R�.Vc x *1 NS /m 3FC Mew Ma sws .9/9 x m M. mu � M mmmi wnm �x om .z g ,�,Tzm uwt n X10 M !A p M urd I'LIMf am CCO HUA-- V, muz WiS 11011" 169" N M.9/9 x "I W /A IND11,00 SNO[MO M99ft.t. I(D It M ONVONUS jo mms lima 01 mild" Ai, dU CMMd NE=10d �110—WM M =Wd HJUM ilia HURRIPILS "A WN 0 Whiflo ONADRIO WWd MID ffl� TI(Al . "a- w 'M I, -3aIS ADM ......... 0 r IR 80 Md O-Z AMSN3a eurm-ml W40N Go" - AUSa3c) SJAII v M108 A/I am am 1EGNIFORMOR A 2 �-Qwmm wwwo 133MR10 wuw ADD. X�,=Nwffl IMM18W11131il �ftjow dodolle W WIN, 6311S �Rvm INM)EM" �Moll .00 V—V NOU33S MiS 'M W tt Am V L7100 A/9 x DIV., A ron Fvua )L 0 (0) /A -D Iff vo e AV IDA 1110130; m ! 1,11 0 "Im m VXM?o 11111 1. iv SMA OU HIM MOO NO '40011 IMOMM U.311,1113 =UL 71UQH uoddris �mm Z 1-tZw M "3`Ull PIN =:'s . R alm I <..% p '%. Nj- ;9; 'tog PqV -,?,I PH q DR IN I lq 06 50 mg - A . A �44 Ell p q4 I, agi . . F .Fig FiS NN- SECTIORAL GkWE DOOR AL-FARooQ coEPoRAmo,4 a DAB DOORS INC. 12196 NA 98 TK AVE. �1,�AW174 c WLEM W-04S, FL 33018 4, rjw�j 1�. M4 0 I H pmm .(.024) SM UN. .' 01k %VPMER �18 XW3 4- SIZ 3 mum MI' 7- at. " \_(4) 18 X 3/4' SUS 0 "/8�ER=09 MM [MD a_, .,7a X.002 DEV ok� � UN. 24 GA. I PLASTIC COMPLIES WITH Lq SECTION 2612 OF FOG 2007 SEE EVIDENCE PAGE z 1.14 IL 0 All F1 m7l M I ..; ��m 1pio* g�� —7-1r�rliff�40 r! a LOS, By M 11 IN Florida Building Code Online Page I of 3 — Of- E�pftMtj BC1SHoM- I AgIn UsorRac,11tration MotTophs ubmjtSu".W i Stanp&F. Pubul.U.. Focsoff aciscatema, Lois seand, Bus ne� 0 product Approval USM Publuclaer P ro�less i 6�� 1 (91 Regulation rl�,�Aftrval lft�, � ft.011drl ATonlr� SQUIrl I AWRCAN�� [Mt . Application Detail Fl- M1537i EMU Application Type Ne., Code Version 2010 application Stabis Ainnowd 'Approwed by DBPR. Approvals by DBPR shall be HnAeyied and ratified by the POC and/or the Commission if necessary. comment -rhis, pmducc applicadonhas �Pired Certification Agency Carunciates and/or Quality P,ssupence Contracts M Arcbp,.d' 11 —� product Manufacturer D� Doom Company, Inc. Address,m1nmeXhuail 12195 NW 98 Ayerue Hialeah Gardens, FL33018 A01horzed �gratvra J..d Ah..d alfamocilDinceng.ccup Techructl Rapresentatlye Allen Beirlye, Addness/Phomy6nall 22195 NW 98 Avenue Hialeah Gardens, FL33018 Quaflty�suramcahepareseyppamm Address(Phone/Ecrafl Categiory Exterior Doon; Subcategory, 5ectonal i�,dert.rDoo,'Msemilles Compliance Method Cartificaucomarl<orustmg Certficatlon Agency Mia.1-D.da 3CC0 - CER Validated By Miaml-Dide BCCO - VAL Referenced Standan! and Year (of Standard) Shaund,lrd �y TAS 201-.94 1994 TMi �62-94 ONi TAS 203-94 1994 Equi,alence of Product Standards Caricled By P,Wnct App.yal Method Method I Optiort A Date submitted D3V2612012 Date Validated 03/27/2012 Date'Pending FBC App.al Date Appmvetl G4/06/2012 hi�" Atl I ()/I ROM *1 Florida Building Code Online Page 2 of 3 gummar, of Products FLO IMandel, Number or Name Daverlpflon In7I.1 Hilmenne Master Model 8241811 Steel Large missile impact rershiount 161-2- x IG scial sectional garage dcon Sectkural Garage Door 1&-2- Wide Reinforced) w/ Window Loo Option Linalft of USO Approved for use in HVIUE� Yes Approved For use outside HVIIIII: Yes Cartificith.. Agency Certificate FCJS371 RO C CAr 16,16 Ganum, Door UNIT (12-0110 0111 Own 98- osmil Impact Resistant: Yes Quality Assurance Combriia Erstilhad(r. Data Dwilgin Preasure: +481-52 0/21/2015 Other See attached limitations of use for Installation instructions. Installation inartsuctions FL15371 RO 11 16v16 Gamae Door LFIT (12-0110,051 dlMi S8.05,Ddf R15371 go it U"Itattem, Of Use,ndf Verified By: Javad Ohmand PE 070592 Created by Indepercent Third Party: Yes Evaluation Reportas I Created by Indepre.dent Third Party: 15371.2 H.mloue Master Model 824/811 Steel Lorge missile Impact realstant 16'-2- x 16' steel sectional garage door. Secticral Garage Door 16',Z' Wide w/ Endo. ute Opfino Limits a Use Certifications Agency Certificate Approved for use In HVl Yes FL15371 go C CAC 16X16 Garage Mol LMI if d-O 02m =ff - Approved for use outside HVHZ: Yes loripardtflueslownhYes Quality Assurance Contract ExplietRin DBtO Design Pressure: +361-44 07/21/2015 - Other: Sea amoved! lailonlons Or use for Installation instructions. Installation Instructions FLIS371 RD 11 Fill RO it Unn"Ligel Verl by: lavad "mad PE #70592 Crested by frudenordent Thind Party: Yes EvOlimUl Ropoi-ta Created by Indefendeart Thlrof Party: M71.3 mastrar Model 824/aii Steel wM. missile l.p.a resistant 18'-2- . 16' secer.ecdonal garage do.,. imenricare cionst Garage Door 18'-2- Wide W indow LIM Option Limits of Us. Approved for use In HVHZ: Yes Approved for Use outside HVICD Yes Impact Reaudstant Yes Certification Agency Certificate Diba� 7A%j �.O JMLW�L (0,00of Quality Assurance Contract Expiration Date Design Pressure; +40/.44 03/29/2017 Otherr Sce punched finiftabors Of use for installation Instructions. Installation Instructions F1,15371 RD 11 =115371 90 It Um-KaU04sQ[1,15e,Vm Verifled By: Javad Ahmad BE #7059Z Crveted by Indepeadardt"bird Pa,.y� Yes 1='Reports b, Indimandent Third Party: 15371.4 Model 824: 16�2- Wide (Reonfoived) Steal Large missile impact raSlStaftt,IW-2' X I& SONY SeCtiOnal garage door. Sectroual Garage Mar wl Nno" Us 10OuO. Ul a Uso Approved for Use I. HVHZ: Yes Codification Agency Certificate FLIS371 RO C CAC 16X16 Gamm, Nor Uvf f12-03 10MI dbeg DO - ail Qwfllty A ...... 0. Contract Ernphartarr Data 0212V2016 Approved for use outside HVHL- Yes impact Freastsuant: Yes Design Pressure: +561-64 Other: Sao attached limitations Of use for Installation JaMurUCtions. Installation Instructions PLIS371 RG IT l cigirage, Door I-Ml R F1,15371 go IT Lmral,arcQ[Ue,om Verified! By: loved Ahmed PU 070592 Created by Indepeaderitnerd P�rlpy: Yes Evaluation RePOM , Created by Independent True Party: 15371.5 Imadel 824: 16.2- Wide Steel Stations, Large missilaunDact resistant 16-2- x 16 steel sactonal garage door. Garc, Ma, wl Windo. Lim Option Linote of Us. Apphumd'im, me In Hil Yes Carol Agency Certificate R15371 RD C CA� I�Xjj§ Gistra, Mar ILMI QL 03- QE-pd Quality Assurinuce Contract Expiration Date Approved for ma. outside HVHZ: Yes impact Resistant, Yes Design Pressure: +27/-M 08/1412016 Other; Sao attached linnitations of use for Installation instructors. installation Instructions M-35371 RO 11 l Garage Door-I.M1 (tR.0110,051 03-06.od M15372 RO 11 UhiftationSWUslOff Verified Byi lavad Ahmed PE 070592 Created by Indep.rdent Third Party: Yes Evaluation ra" Createdlayl ep...ho.Thirdparry: 15371.6 Mould 824: 18�r Wide (Reinforced) Steel �Me mbem, Impact mjstaur� x iV met sectional garage door. Sectuoiff Garage Door w/ Mclow Libe lOpUon Limits of Use Approved for use In HVHZ: Yes Certifficaliftoon Agency, Certificate FLI 5371 RD C CAC IEXI6 GaM I LM 12- 110 12 - 9 - 24,ral Quality Assurance, Contract Expiration Data Approved for Use 6weside HVHZ: Yes Impact Resistant Yes Deallin Preasom.; +55/-64 Othert See attached limitations of me far Iffitellation hatructions. Q3/1012013 Installation Imilorriciflons R15371 go It jfhq� loi Mor UMI 112- 110.121 cl-�a 9P-24mcif 3 d Ahmed Fit /Vbtil Created by Irdepeadeat find Party! Yes Evaluation Reports Created by Indeoricert Third Party: 15371�7 U4: T-4' Wide (Reinforced) Steel Large mi man impact resistant 9'-4- X 16- steel secuonal garage door. ISoctel ar I I Garage Door W/ VAndov Um ",an Limits of Use Approved ftir mrs, 1. HVMZ: Yes n to Caron "a TN FL15371 AD C LM1 (12-0110,131, clMr, 01- 05ad Quality Assurance Contract Expiration Data Approved I., use cmdarldr, HVHZ: Yes impact Resistant: Yes 41—;.4-1 .. :lA;-- --- A+1 I A/1 0/11,111 12 Florida Building Code Onlin.e Page 3 of 3 Design Piessurer +62/-70 Other: See atUndhad limitations Of use hor Installation fistructens. IO/N/2016 Installation Instructions H. A 5 3 7 1 a 0 11 � 16 G a a 0 a I A� -9 I-M Atcf FLIS371 R 11 Unnitatiors Of ��e�Cdf Verified By: Javad Ahmed PE #70592 Created by Independent7rhifill Party: Yes ls�aficstkm RepOrtur Createci by Independent Third Party: 824z 9�4' Wide Steel Sectlonal a D., .1 Yfl.do,y Ute Option E;,B missile 'impad rourshont T-4- x 16 stect seclional gampe doon Urohns of Usut Approved for "a In HVHZ: Yes AppraVed fair one Outside HVHZ: Yes Impact Resistant! Yes Design pressure; +501-60 Omani See artuched limitations of and, far Installation Instructions. Certification FLIS371 RO 4wv1=fiPa" I I u M, LMJ ( 12-0110,061 d1h, 01- 09 ad Quality Assurance Contract Expiratlon Date 0810912016 Installation Instructions 'LI,, 7, aO Nil d q k6 Verified BY: JaWd ArMad PE o'70592 Created by findepend..t1rhird P�rtyt Yes Evaluntlon Repants, Crested I.dounindert Thind Party: 15371.9 Model 924: 12�� Wide Steel Sccftnal Mrage tari missile impact resistant 12�4' x It, stecl sectional garage dicar. Door Limits Of Use Appreared for thas In HVHZI Yes Approved for use outside HVHUD- Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Sen, a=o*;d lifinfiador. r.se for instflaben ustructionst. Certification Ages,7 Ce tificater, R15371 Ph , Cc_ I ra 21&ff � . Quality Assurance �ntmct Expiration Date 07/14/2015 installation Instructions 537 0 12 1 D LMT 2 01 ..f ad Arrant! Ph I 113b�l ;v,dcot Vrini Party: Yes Evaluallon Rep Created! by hdeLTd.., _rhinj PaV 707917M Contoct M ;: 1940 NoM tc,11oc Stfifir,, T,Ub�ss,, FL 3739q Phoro� 8SO 4974324 Me Surte of Florida a ar, ME&D employer. gan,,ri, ,o7.,,0r3 sure of Florlds. ;: P�ey Stan—�t J: Acc�lbilliy Rcf.rd store, cl..�Issrdoresrork ProdUct Approval Accepts: W9 99RI E9 M q,,,, t1f1 u��v?nsrnm—�vrPVYourtr)ntFTRi7?.nvdWT... 10/1 R19,01 I $4 1 KtV�-WED &APPROVED FOR: Lot MIAMI."goft by. Ran NO AN-T 600111 FL# DEPARTMENTOFREGUiATOR _'N (RER) BOARD AND CODE ADM INISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SGANNI CGI WINDOWS AND DOORS, INC. C3T 10100 NMI 25 Street St. Lucie Countv Miami, FL 33172 MIAi%11DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 imw,miamidade.gov/econor" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dadr County RER -Product Control Section 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 c:xpiration date stated below. The Miianii-Dade County Product Control Section (Iii Miami Dade County) and/or the AFU (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. RER 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 the Florida Building Code, including the High Velocity Hurricane Zone. DE SCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door wl wo Reinforcements - L.M.I. APPROVAL DOCUMENTi Drawing No. W10-31 Rev K, titled Series " 150 Sentinel Aluminum Sliding Glass Doot", sheets I through 16 of 16 (inclusive sheets 1. 1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15. 1, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and seated by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels with in the unit firame; area, in shcot 7. See anchor clusters DP capacity in sheet 1!. Lower capacity shall controls for the entire assembly. 3. Max shiiii not to exceed 1/2" at Head/jambs & 1/2" at Sill (Nv/ High strength poured & hardened grout).The Sill to be installed iv/ anchor typo B-2, directly into colic. LABE LING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Mianil-Dade County Product Control Approved", noted herein. RFNE WAL 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 wilt 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 all endorsement of ally 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. ADVERTISE ME, NT: The NOA number preceded by the words Miarni-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 entirely. 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 0 13-1121.06 and consists of this page I and evidence pages E- 1 & E-2, as well as approval document mentioned above. Thp millmitted documentation was reviewed by Ishaq 1. Chanda, P.E. 06ANN0-2 U I EUNTY W1 PEI .15 F e. .0 1020 4L rofRID e to 0Y ;5 52 21015 ge I I 1� I 00-MI NTY rfflANII-DADE COW MIAM PRODUCT CONTROL SECTION MON M 12YIN00 1.1805 SW 26 Street, Room 209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miarrii, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (736) 315-2590 F (?36) 315-2599 NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS AND DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by tile Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mianii-Dade County Product Control Section (hi Miami Dade County) and/or tile AHJ (in areas other than Miami Dade *County) reserve tile 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. RER 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 tile 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 "Sentinel 150" Aluminum Sliding Glass Door iv/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. WIO-31 Rev K, titled Series " 150 Sentinel Aluminum Sliding Glass Door", sheets I through t6 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision starap with the Notice of Acceptance number and Revision date by the,Miami—Dado County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinForchig & sill riser and the max allowable panels with in the unit firame area, in sheet 7. Scearichor clusters DP capacity in sheet 8. Lower capacity shall controls for the entire assembly. 3. Max slihn not to exceed V2" at Head/janibs & 1/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed Nvl anchor type B-2, directly into conc. LABELING: Each unit shall beara permanent label with the manufacturer's name or logo, city, state and series find following statement: "Miaiiii-Dade Count), Product Control Approved", noted herein. RENE WAL of this NIOA shall be considered after a renewal application has been filed and there has been no change in tile applicable building code negatively affecting the performance of this product. TER MiINATION of this NOA will occur after the expiration date or if there has been a revision or change in tile materials, use, and/or manufacture of the product or process, Misuse of this NOA as all 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 tile words Mituni-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 thejob site at the request of the Building Official. This NOA revises & renews NOA 0 13-1121.06 and consists of this page I and evidence pages E- I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Isharl 1, Chanda, P.E. �ftkffl-DADE COUNIn rg M'. m V, NOA No. 14-0627.15 Expiration Date: Septeinber22,2020 Approval Date; March05,2015 Page I CGI WINDOWS AND DOORS, INC. NOTICE OF ACCE PTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Draiving No. WIO-31 Rey K, titled Series "150 Sentinel Alurninurn Sliding Glass Door", sheets I through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2,9.1,11.1,12.1,12.2 and 15. 1, prepared by Al— Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed and 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 24113.2. 1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued.by Certified Testing lab.) 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 24113.2. 1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. RTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—CO733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submittedunder files #13-1121.08 /#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by A] Faiooq Corporation, dated 06/26/14, 11/18/14 and last revised on FEB 17, 2015, signed and sealed by Javad Alimad, P.E. 2. Glazing complies WASTME-1300-02 -04& -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.r. Product Control Exandner NOA No. 14-0627.15 Expiration Date: Septeniber 22,2020 Approval Date: Mareli05,2015 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATE RIAL CERTIFICATIONS I . Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNcinours, Inc. for the "DuPont Sentry Glass@ Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company (MA) former Solutia hie. for their "Saflex CF-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213,02 issued Eastman Chemical Company (IMA) former Solutia Inc. for "Saflex Clear or colored glass interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC2014 (5th edition) mid No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Alunad, P.E. 2. Addendum letter dated SEP 24,2014, issued by Certified Testing Iab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. G. OTHER I . This NOA revises & renews NOA H 13-1121.06, expiring on Sep. 22, 2015. 2. Test proposals # 13-1098, approved on Oct 02, 201' ) and revised on FEB 24, 2014, signed by Manuel Perez, P.E,, test proposal 4 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov, 05, 2009 and E-niail test proposal dated 07-19-2010, approved by BCCO. Ishaq 1. Cliwida, P.E. Product Contra] Exanflner NOA No. 14-0627. 15 Expiration Date: Septeniber 22, 2020 ApprovalDate: March05,2015 E-2 THESE BOORS ME RATED FOR URGE & SMALL MISSILE IMP&CT. SHUTTERS ME NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM STADING GLASS DOOR DOORS &LOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16. USING MEETING �IUE COMBINATIONS TESTED AND SHOWN IN ORNWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FEE TO BE REMEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY MH THE REQUIREMENTS OF THE FLO91DA BUILDING CODE INCLUOING HIGH VELOCITY HURRICME ZONE (INNHZ). 1BY OR 2DY MOD BUCM BY OTHERS, MUST BE ANCHORED PROPER�Y 10 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USOED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL $HALL BE BEYOND WAU. DRESSING OR SRI= ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THERE DETAU3 ME NOT PART OF THIS MPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOD ONLY. MATERIALS INCLUDING BUT NOT UNITED 10 STEEL/METAL SCREWS, THAT COME IWO CONTACT WIN OTHER DISSIMIUM MATERIALS SHAUL MEET THE REQUIREMENTS OF THE FLORIDA BRING. CODE. z 0 0 (L X a ob I oi � OW 0 oo� 0 Of monucr timsgo 2 A ME INSTRUCTIONS USE CHAIRS AS MUDM STEP I DETCHARNE DESIGN VXNO LOAD REQUIREMENT WOO 0 0 N WIND VELOCITY. BUDG. HEIGHT. WIND ZONE USING A'PUCABI-E ASCt 7 STANDARD. STEP DETERHINE DOOR WACRY MOM TABLES ON SHER 7 FOR THE G.ASS WE AND HINFORCANG TO USE. STEP USING CHARTS ON SKEET 8 SElECT ANCHOR 0"ON MIT DESIGN RVITING MORE THAN DESIGN LOAD SKCIFIED IN SHOP I MOVE. STEP THE t(WEST VNJJE RESMTINO FROM STEPS 2 AND 3 SHXL WILY TO ENTIRE �Eld. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL AIISSILF: IMPACT COEB i ....... . No. W10-31 .... .... 2 TRACK HUD ANCHORS 0 282 13/1V MAX DOOR FRAME WDTH 0 ANCHORS IN PARS AT HEAD/SILL/�MBS HEAD ANCHORS le MAIL 2, 3 OR 4 PARS HUD/SILL AT S71U ENDS 0 NOM 1. 1 DTH SEE SHEET 8 1 3. FALSE MUNTIN Ol-TIONA.-\ I A SEE 0n ON SHEET 8 �OR CAFMIff 13/16- v MAIL HEM)/SJLL MIN. C? CORNERS 0, REINFORCING W AT INTERLOCKS 0- 0- Q- OPTIOML SEE SHEET 7 rOR WADRY Al� �c L OP - ----- --- 42 1/8' 42 1/8- D.L. OPG. wl on- -6 --- 0 0 --- I ir I i T, IS 0 -4 a L J— It �?� u POCKET IIAIAB (SEE SHEET 4 6 & DETAJI- M 014 SILL TYPE B2 ANCHORS 48 48 1/8' 2 IRM�14 SHEU 13) AT DTH JAL IS ANCHORS AT 3- O.C. SEE C� ON $HIM 8 FOR CAPnRY muOVCT,,,,,. 2 1� S'Ll. ANCHORS BA,mI dh 14' 3* I.M., UP. �L, Led Ll-.UW 44 �,!Ur Ldlej (I) %w QuIxat (2) %W (XVITER (2) Kau, um ww mu (2) W (114131 (2) MDT GUSTS (1) Ionaut E,,,n CIVIL TYPICAI FI EVATION �10.2, DO 4 TESTED UNIT nj OPFNIN drawiIij- no. D LO HEIGHT - DOOR FRAIE HEIGHT - 9 11/16- W10— .1.0 WIDTH - NOM. PANEL WIDTH - 6 - .31 PANEL HEIGHT - DOOR FRAME HEIGHT 3/16- _lofl 6 * 9 0 .I.; IflI, �- - 11 000R FRAIA� HEIM 118 13/16. PANEL HUM. 110 5/16- PG. ell, 11 1 -- --- -r ---- ------ As —Fin GORNERS SEREE SVqN11 150 ALM SUONG GLA3R MR CGI WINDOWS & DOORS 10100 N.W. 25TH STREL7 MIAMI. FL. 33172 � (3M) 593-6590 FXI4 (305) 593-( Is AL-FAROOQ CORPORATION Ila 'MMI, FLOIRIDA 33174 W LC-OtM\INV�-dNW E699-0 (904 vi 060-C69 (909)) _WWJ z ZLLSE Ij �"'V" - I �ls H-19Z 16AgN ootC)L --N a �r 07 - V SMOO ULTE *W IJ 'INVI 133�IS H-19Z N ON L NIM 190 SHOOG 4 SMO U ...... I.- v; grgo 0 ooliV, IV .. i 'S, NOL.Lvuodmoo t)OOHV=l-lv (M) m wo omcm MW OMS. OWNS S-31S p 03mwcrj, r E7 f- ..... ..... Kill R: a Fi a. 54 ti F-] 0 r 6 4 IIL a gul LC ---- - E! I xxo 8 'ZI 9 FEED A XXH RZ x 6�t x 00 a xoxx xx x xx x x x xx xx x w x 0 x X x x x X6 T-7�4 �d U000 DOOR �E K DOOR �E HT. - �1 I ---- ET I DOOR �E W. D.C. PO XT xx T xx x T X 0 X� xx x NIX x xx NIX x -T TX x To 7) 5�x S V (� N1. --- 7ZF�E I r --- I r --- --- �WE I lf 1H I - Fit 't ER 0 a F—j— POCKET ---------- �ev, ons SUO SMD- 150 ALM MW WM DOOR �LU) dow S, I tL.-.='(.nC0RPDR FION CGI WINDOWS & DOORS I 10100 N.W. 25TH STREET V. �ID ' I D,.,O N MIAMI, FL. 33172 i X0 xx xx X0 0 z 3�. F 6-1� 00 X8 0 L—�j SMS SENnNa 150 UM VLNG kkc� CGI WINDOWS & DOORS lOiOO NA 25TH STREET MLW,I, FL 33172 T� (305) 593-090 F� ox X0 x �-�j DWR F�ME K. I q) ' — EF ------- T-1 1'61'j AL-FAROO a .? CORPOIF�%ION �GIN�4 =5 &w. w Ml�l, �Rll DOOR FRAME PX (SHOVAN) Xp DOOR FRAME 11, PXX (SHOWN) XXP DOOR TRAMS W oi PXXP DOOR FRAIAE %MTN PXXXXp DOOR FW)E VANN PXXXX (SHm") PXXXo lekpj XXXXP OXXXP I DOOR FRAME MOTH I E)GERIOR PON-REINF. mmoco SEE CHMT ON SHEET 7 NOTE: 1. CONFIGURATIONS SHOWN FOR LWSTRATION PURPOSES ONLY. 2. FOR APPUMLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETMI.S SEE SHEETS 8 THRU 13. 4, DOOR SHALL MEU EGRESS REQUIREMENTS M APPLICA3LE PER FEIC. u IN) DOOR FRAME WIDTH NON-REINF. INYERLOCKS EX;SEE C ON SHEET 7 TIRI'IHI' PANEL WIDTH POCKE�TEQ DOOR (NON -REINFORCED SHOWN) SEE SIIEET 7 MR Dp AND REffORMG OPRONS POCOETS ME NOT PART OF 7HIS �RV& AND M BE REMEWED BY AHJ. Fl.dh z 0 0 t 0,0 0 m W . 0� n� g o a -0 W10-31 Stu R 'A 03 ,�Inl --A,- m8o > - K8 .F. z M 0 CIO 49T > Wv 0 'o MJ Od 318=ld� � SIMP381MA SS3H03 03N WHS HMO � vt wi 9 SD3HS 33S MN13C HOHOW WOJ -C 'L 133HS 31S MunSS3M NDISIO 03380JN138 UO 03080JN138 NON 318VOIlddV 80J 'Z 'AINO 0SOJHOd Noumsmit 803 NMOHS SNOlMnOIAND3 'I m .0.,qhx M-ON U01118M3 1 rH) =Lo— E nu mrayn (V3 Uflod SNOUdD SMHOA13V OW da u0i t B3HS 33S (NWHS 030HOANU8-NON) W.1 M-Mm Ll i rm = m2ow m z Noill 3 L 'ji oxxxxxxo (NWHS) OXXXXXXX oxxxxxxo (NmoHs) xxxxxxxx oxxxxxxo (wmm) xxxxxx" (3�) XXXX oxxx xxxo (NIACHS) XXXX MDR MAE MOTH Nil PXXXXsHowm) XXXXp DOOR MAE WIDTH I 0- L 10 I MUEI g. NINE =�=, U T9 EXTERIOR QH9 v �� U i PXXXXXXXXP (SHOVIN) DOOR MAE WIDTH LOL t Ic" -I I PXXxXXxXX(sHowN) XXXXXXXXP OXXXXXXXP POMET NOT R FRVAE WIDTH PXXXXXXXOTSHDWNC APPROVED CONFIGURATIONR EDfdSEjLQ—DD9M (NOR-91314FORCM SHOWN) SEE SHEET 7 MR OF AIND REINFORCING OPBONS FOUR (4) TRAC POCKETS � NOT PAIRT OF MIS APPROV& MD TO BE RIDAMO BY ". EXTERIOR EXTERIOR NOTE: 1. CONIFIGUMTIONS SHOWN FOR ILLUSTIRRHON PURPOSES ONLY. 2, FOR R`PUCASLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR MCHOR CURLS SEE SHEETS 8 THRU 13. 4. DOOR S�L MEET EGRESS REQUIREMENTS AS APPLIGNSUE PER FBC. z 0 0 0 IL a 0 81. .9 0 CY 0 0. W 04N �w owi 0, w 0 ED dOWH%q no, W10-31 9 h2 518W7' Im 3 W0- ing- RID R fog HAM&M r 2-1 Ir j AL-FAROOQ CORPOFZATION a INGINE�&PRODUCTD�LOPM� ==WXWN� � I MIAMI, FLORIDA =74 � oom 2�w C uom'.L\�,ozy- SMS MMa IM W =DUG QAW D fill CGiJOOWI�N.DOWS & DOORS 10 . 25TH STREET MIAMI. FL. 33172 INS) 593�590 W. (305) 593-6592 I Vi 3/16- ANN. CLUISS 3/le ANN. Gutss 0 later .075' Intarloyar .075' alad.,N, he Cp Se f I c. CP %Vth PET Co. Was Cp With PET Co. By nEcalmon Chemical Co., 8, 'Eastman Chemical Co., OR .090' Intod's, .090' lit.d.,er �O S 2 ales Cie., And Color 01... 3/8* AtR SPACE-� S"p.,,tr And Cots, Gl.,� ay -C-chn, 8, 'E.ct..0 Cherm..1 W. n Chemical Co' OR \OR .090- haterloyer 3/16' TEMP. CLASS .00' Int.,le,or DuPont Sent'Cl.. DuPont SankryGlas By 'El. DuPont Do Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co.. Inc. 3/16- HEAT SHREWD CLUGS SIUCONE GE 5CS 1200 % 3/16- URT SNREIND GLASS SILICONE GE SCS 12W 00 Iq DOG CORNIM B99 1� DOW CORNING 8995 DOW CORN NG 925 DOW CORNING 99 9 J—� SETTING SUOCKSGN UTES 9 1— SETTING BLOCICS 2 AT 1/4 POINTS 0 AT 1/4 POINTS AM SIZES ER BRAN EPOM EPDM DUROMETER 85±5 DUROMETER 85*5 t CLASS TYPE 'A' CLASS TYPE: 'At' 7/16- G�� UNA. G�S I- OVERALL INSUL WA. GUSS 3/16- PONT STREINO CLASS 3/IV HEAT SIREN-D GLUASS 475' Inte,loyer W Intestall Salle. OF With PET Co. Safl. CP Vhth PET Co. By 'Eastman Chemical Co.' Phr 'Eastman Chemical Co. - OR OR .090' lmt.d.,, .030- Wells, Sell.. Cloo, Ard Col., 01... 3/8' AR SPACE S I ' Clear And Color 07.�, H, 'Eastman Choomeal Co.' 8, IE ..... C'hcmT=l Co. - OR . 00.nl SantryGImi TEMP. .0. 090, hlefte, 3/18 CIASS Imln.", a� so, By -EIL DuPont Do Nmn.na C... In,' y�OE " ,a N—u- Co.. I.e.' 07 Cal OR 5 goo Sells' Oy E Ce 'I'm In's Cleo OR anna _0 - Dl. _Pont So E Ou Ry 'eye' Vfplh E` Che" r"' r And on Ch 0, no", .t"Clan .y Pon, G 3/16- HEAT STRONG Gt� .- NCAT GUISS SUMNE SILICONE OF SCS 1200 GE SCS 12M DOW CORNING 899 C C OCR CORNINO 995 r= cc0oCtN1jNw, 989959 MI SETTING ROCICt SETTING HLOCRS AT 1/4 POINTS ON UTES WDER THAN 36' AT 1/4 POINTS &L SIZES UNIT EPOM 0 OVROMETER 6515 0 DUROMETER M15 I D - I GJASS TYPE W Ol'Ass wex 'Bl, 7/16- 0WRM1 IAM. CLUISS I- O�U- INSUL. LAI G� GLAZING OPTION 0 AIR SPACE CON ISTING OF 3/8" SPACEE .0045' THK. ST. SUDEL RECTANGUL-AR SPACER MOUND THE PERIMETER OF 111E GI.ASS. PRODUCT kkvi&w IT ---pbft-ftA~& A wicices,. P'su"ek- - OC77-IS' 14 � .1 as, W Co.. I 0 0 Ot a - CY 0 OR an -e as 0 tj C 0 . Of ca 0 H , z uI A ljt�l droming no. wi 0-31 3 KSI CONCRETE '1� .- .- & ANCHOR TYPE A INTO IMY WOOD BUCKS OR WOOD STRUCTURES MOD BUCKS IN CLUSTERS TYPICAL ANCHORS NOTE SHEET I AT MM. STILE & INTERLOCK ENDS IN CLUSTERS AT PAM. STILE JOY WOOD B 3 RE' 5 LICItS & INTERLOCK ENDS-\ CONCRETE FOR QEUJR'S ES SEE NOTE SHEET I SEE CRART FOR QUANTIMES 3 5/8"'-* L m UA LWA UA I, ANCHOR TYPE A �jej ANCHOR ME 8 THRU HEY WOOD BUCKS DIRECTLY INTO 3 KSH OONCRErE IWO a KSI CONCRETE IWO. Mm �c IMS JIM ANCHORS SIM "CHOSE J/v JR. Pmg I A/.- ARM Inn a.) 1. �T,uPx . ms .-A '011. . .. .. WA. AT (0) T.(.) . (IT MI.; . (I.) 1 En.(.)l 4 (IT EXT.(l) a (a) EXIT(H - (0) W.I.) - m) EXT.(l) 21_1� .-I/B 3 A .0.0 - TOO - 0 W.0 - -so-T - mo - SO 0 SO.0 - 73.6 MO Oak - A �,J 0.0 66A W.0 7e.7 8mo .1 50.0 .1.2 .2 57Z aO.O Ga's 80.0 5 5 56.5 80.0 2,-,/. 'I- ;/P 4.-I/e .4 OP,P 7..� Mo - 0 70.0 W4 0. - PLO aO.O .0. 80.0 71.8 80.0 J.')' 01.1 00.0 S7.1 RJO .010 5812 KAO ..0 no a._ �2- /8 41J- '0 W4 73.� 11.. .11 7.. 004 ... 73a .0.0 o..3 ah. 71.1 1110 W.P 3.-,/. 42-1/a 9. - - ... - PILO - .1.6 .... - 7S.1 13... 1.1� 04 �Ss SOO - 47.7 1160.� 00.0 51.0 80.0 w, 7. '.T -so _0 .7.. 71.4 SSO Mb 48mll 2�-I/. 3,,I/S 42-1/. 48-:18 JI, - /. 1 60.0 - .. - . .0.0 - 00.0 - 00.0 - SO.. 4 -EA 0- 55�9 P-� 411 1.0 :0"' 412 wo 10 , 00.0 .. 0 21-1/8 3.-1/. �2-1/. 46-1/a 1.. !..0 - - ".0 1 - KLO - S.. PO.. - ... I - .7.9 0.0 WIT W.0 - SSA W. . 00 4S. ... - �2 0 .... �4.2 &P. - -TO .0 - 47.2 .&0 -7.-1 -6. _. :2-1/8 IJ4 o.. -- a. -z.-- 42.1 KOO 40.7 1 3. 1 11 44. 1. �7. 21-11. 120 0', .0.0 - .0 600 - Ili m. 4�1 $1.7 . . SM �Sl 0.. 4!5+7 0.0 ..9 .0.0 TYPICAL ANCHORS IN CLUSTERS AT MIG, STILE "FONLOCK CMST MLIAL STRUCHLR� SIX- - z SEE FOR COWRIES 2 3 5/8. 0 t 0,0 ANCHOR TYPE C STRUCTURES 0 w WO METAL OR APPROVED MULLIONS WOOD BUCKS AND META. STRUCTURES NOT BY COT WINDOWS 1 INSTALLATION CONDITIONS SHOWN APPLY To Wi s MOST SUSTAIN LGAGS IMPOSM BY OWING SMEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS V41TH TRAVISFER THEM TO THE BUILDING STRUCTURE. SM. OR ALTERNATE FRAME HUD AND SILL. M TYPICAL ANCHORS SEE REV. FOR SPACING -AT HEAD - - - - - - I F__ - - - - -AT JAMMS WE R- 1/4' X 3-1/4' UITRACOH BY 'EUCO' (1-177 IS, Py-ISS �11 TYPE W- I /A' RIX INTRACON BY 'ELCO M ll-W IRK) THRU MY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2- MIN. PENETRATION IWO WOOD THRU 28Y BUCKS INTO CONCRETE THEM MY BUCKS IWO CGNIC. OR MASONRY 1/2- MIN. EMBED INTO CONCRETE 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TIC o Z3 WE '3'- 1/4m X 3-1/4' ULIRACOM BY 'EUCO' (N-177 KSI, fy-155 KMJ ME '8'- 1/4' CIA UITRACON BY FLCO' (Fu-177 KSI, Fy.155 KSO 0 DIRECTLY IWO CONCRETE DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED 1-1/4- MR. WEED IWO CONIC. OR WORRY TYPE 'C'- 1/4" nIA qEIF OR11 I ING ECR (cRmE 5 CAST TYPE 'C'- 1/4' CIA SELF DRILLING SCR COME S CPS) INTO WAMI-DADE COUNTY APPROVED MILLIONS (1/8- THI MIN.) RIM M"I-DADE COUNTY APPROVED MULLIONS (1/8' IFIK. MIN.) IWO METAL STRUCTURES IWO METAL STRUCTURES STEEL : 1/8" INK. MIN. (Fy - 36 KSI MIN.) STEEL : 1/8' MR. MIN. (Fy - 36 KS1 MIN.) ALUMINUM : 1/8' NK. MIN, (6063-T5 MIN.) ALUMINUM : 1/8' INK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WIN ALUMINUM TO BE PUTED OR PANTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) In 5-� - - - - - - - - - - - - - - - - - - - - - - 0290 -AT SILL -.1 - - - - FwE '82'- 'El.00 ANCHOR FOGE OWARCES MIN. OR MASONRY I Zr 9 1/4' CIA, UITRACON BY (ru 77 M. F,055 KSO DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED INTO CONCRETE L INTO CONCRETE - INTO WOOD STRUCTURE I" MIN. INTO METAL STRUCTURE J/� MIN. It NOTE. CoRCRETE AT HEAD. SILL OR MASS I-C - 30()1) PS MR. C-90 HERLDW/FRILED BLOCK AT JAMBS 1'. - 2000 PSI MIN. ANCHOR CAPACITIES LISTED ON THIS PH SHEET TO BE USED IN CONJUNCTION WITH GLASS CRAMS ON SHEET 7 SILL RISERS - SM SHEETS 9. M. 11 & I IA FOR OPTIONAL SILL DETAILS AND $HIM 7 FOR CAPACITY LOWER APPUCAGLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B ANCHOR 'Y"" U TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO I CONCRETE DIRECTLY INTO 3 ICH CONCRUE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. I, ..... ..... 4vAv*CT� .... I _P J_ I. JXW�� P. I_ PT JI.A. PC 70.2 AN ��531 S C CAN A, '�VEG.C.� SIT R I IT KAG C TYPICAL ANCHORS IN CLUSTERS AT MM. STILE HIGH STRENGTH OROUt PC . 5000 PSI JAN.. NOT BY C 0 1 & INTERLOCK ENDS SEE CHART - ".9 '-0 FOR OUANWIES El:�.� T.. 60_13 PSIF FOR DOORS W/O REINFORCING M SIM MOST TRANSFER HEAR ��EB 2 5 2015 S E ULAIT E. =S , , .. PEF FOR DOORS VG` REW. UPTO 96 IN. TO. LOADS TO STRUCTURE UNIT W. + LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 W. 19. UPTO 120 IN. MIT. ME Dr. 4 0 Al 0 SHEET 8 FOR MCNORS 1 3 51W A MOE z 0 11 02 0 t P �SIZEI/4- X �1/8- opg :R TO T�ET a FOR 00,R QLATION COIDITIONS�!!] 11 ,NAL SLANT 311 , ADAPTORS ,ME WEIR M05 ISF z r J,.�M, n.. W10-31 WEEP SIZE 3/4" X 3/16" 'EE' 8 FOR COMMONS 77� )NAL SLANT SIL, AI)APTOR ms PSF ti� z 0 gg 0 2 0 t 0 a. 0 w 2 w , o 815 C 0 nl 03� d,nW,ng no. WIO-31 rK TYPI( Elm EXTERIOR EXTERIOR M INTERLOCK (REINFORCED) Q 1/2' W. 0 TvPIM ANCHORS q .�SEE aw. FOR SWING #10 X 1-1/e SS PH I P ER (N) 3 PER PANEL AT 18' FROM PICH END AND MIDSPAA 3/4- SS N SMS_ I POR alp THREE (2) TRAM DOOR DETAIL 0 FIXED PANE M. EILElf. SMING z Rg U R C) 0 4d 3: 0 bq W1 0-31 SEE SHEET 8 FOR MCHOU) 3Z! 4. E. I 3 H SI WNC.Z LOADS PSF ANCHORS IREFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. I OPTIONAL 9LANT SILL ADAPTORS OEOORATWI SILL MR MONK mv=WV,WD S LL RISER H" ^ A.w. H. / �ql - 27., tj- OPTIONISFOR,�S T F AWW M. rm.. C."W 2015 m 4,% z 0 p � gE 0 C, 0 0 m 0 in A < m W10-31 1/2- DOOR WME HOGHT 1/2- MAk LOAD 8�14G PARM HOGHT D.L On. ----------- r CT 0 2 5/8 MIN. SIU- HUG4 jESF-H-P 1 01- Z.x- DOOR �E HeGW 1/2- SWITHA HN EXTERIOR C3 0 E) IS O.LOM. p UpDO R�IEL HDGH� 0 CD ------------------ L 0 -Ap v E, 0 22 0 z DO z smzs Sam ISO kum SUDIN Ll OOQ CORPORATION EQGINIEIE� & P�DU� D�OPIAWE f & DOORS mo� CGI WINDOWS �E,R,;&W.87AVE ... "E� 0, 10100 N.W. 25TH STREET MIWJ,MORIDA33L74 c d, bl. M� POE RE W `N`O VIIAMI, FL. 33172 2�� FRX MM 2.�. K A." R RER 593-6�92 r comp-ANLNW10 31ml nL (30) 593-WgO FM (MS) OR ILI �ONRY SMES SIXBn 150 &UM SUDM GWS MOR DQ CORPOTY10N CGI WINDOWS & DOORS )00 1 =355.W.67A� 10100 NA 25TH STREET M]"l. �ORLDA W174 c 2 C) I MLAMI, FL 33172 P.M -�m c (4 ) 5. (305) 593-6590 F� (305) 59�6592 Tww f MMP-�L\W!0-310 , 701�: REFER TO SHM 8 FOR VARIOUS �ONDITIONS. SIZE OPTIONA SILL ADAPTOR IDMOMINE 24 SILL W�R 'FL OPTIONOF1 'I, L-L j 3' nESISILL RISER RZOD. FOR LWS AHME +60 MF L �Smo- PSF e,,, IF 2015 14� z 0 H 0 ot 0 0 0 it o 0. a o A Q�; . 22� Z5 Z;� 0—MO kl,,Ko]M TYPIC& ANCHORS SEE El� A FOR SFAEING PANEL WIDTH 1/2- MM 1/4- MIDI. z ?, LOAD BI t.OU) BEMUNG 0 SHIM MjU A L3 SHIM METAL STRUCTURE 0 WP� ANCHORS F SEE Ei� a FOR SPA6NG 0 t cq 0 .Rg 00I, H U14A 131" u 6 to �91 I -j EXTERIOR w 0 Exrk"riion 110 X i-t/4- SS PH SJ.IS I PER Cl.IP DOOR III V40TIl )R WGIER 3 PER PANEt. AT US- MOM EVIN END M2 BUCKS AND AT MIDSPAN 1/4' W. 1/2' M� 0 NO JS X 3/4. SS Ell SMS TLOAD —G�,Nc Mak 3i slum Z �j I PER C121P STRUCWRE 1/2" 1W. WIC& ANCHORS LW BEIRING SEE EIMI. TYPIM ANCHORS SHIM FOR SPACING S FOR SP=NG TYPI� AN AS FOR SPI D SEE :L.v, g a .7MERIORp EXTERIOR e EXTERIOR "Y --I- R.MI DOOR MIME MOTH RA PE 1 7.592 8 DOOR FRAME WIDTH A 0 1 3"a 2M OR IARGER MOD WCX uIi— OR d,.MIR uo.— MOD STRUCTURE W10-31 �5 20n EOUR r TRACK DOOR DETAILS EXTERIOR MOUNTE POICUTED JAM IWIC& ANCH NPE � B 0 C AT V FROM ENDS D 9- O.C. INTO VIWD/CONQ/M T Ivio.c. INTO -1/8- MIN. - "'. * "—' ""' — I 1-1/4, MIN. SWCK ELMO EDGE DIV. C t-3/4' MR. mc. ENDED 1/8- MIN, MET� THICKNESS CONC. ULOCK TYPICAL PAD PILE INSTALATION LOCATIO TYPICAL AT PANEL 4 CORNERS [t. z 0 0 9 ct 0. oo�� X2 0 ED t� 0. 0 ED MODUCENFINbED .9411"bli'mQ, kd*s� A.W�xk� 2,015 rg Wl 0-31 7 0 FPAME HEAD (2 TRACK) i F.070 847 1.250 FRAtE HM (3 TRACK) IZ40 -I y F 3.255 TOP/BO7CM 1 SO -I r* 675 9, CH G�1140 DEAD mr GL45 -jr-,120 ---T .9 050 .975 @ OWING fl� MCI. LA,,L G� 1.340 F 3.255 L 4.250 -1.0�70 OSS 4.2 -;070 --T .995 HORIZ z 0 �z gL 4 0 0 -x I -CO. 915 L- t�jRn--1 0- ALT. IFFIME HEAD (2 TRACK) 5.921 --------- 070 A 01- AT. FIRWE HEAU (3 T�K) SO . 71�I!S Do, 4 --T .125 FIX. PANEL CUP 1,186 ]Sol 060 1.831 T- 1.490 I -3.000 --- 995 rFM 1 I s MIN ME (OMIONAL) F-T 1.415 1 156J L3,000- 0 EXTERIOR INTERLOCK (OPTIONAL) 076 .076 .070 MOD 07. ,4 .640 T 4.735- @ FRAME SILL (2 TRACK) .075- 070 2.600 .753 LI-LA- 6 SILL RISER (OMIDNAL) .9 0, 1�, Ro r B�: 0 `1 -2.005--� IMIN STILE 750 2.755 .125 �Soo 095 995 095 1.77D t.415 .060 MD5 INTERIOR INTERLOCK .995 .186 T- .060 1.031 1.501 L 3CM 095 1.7#7 0 5 2005 INTEMOR INTERI-OCK (OPTIO S21- 01 FRAME SILL (3 TRACK) 1.870 3.57 2 .070 .075 - .070 2.6410 .075 .070 12,600 920 5.921 ALT. FRAME SILL (3 TRACK) 1.255 20005 (OpuumPl-) JR .640 ALT. F�E SILL (2 TRACK) rZ72 .74' 2. SILL RISER (OPTIONAL) -3.750 .155 WD 3.510 1.600 1,570 0. 2.005 OUTER TRACK ASTRAGAL (OPTIC - V625 920 L 2 C70 SILL COVER(OPNONAL) 3.510 1.600 1.87 io r 1.610 AISTRAG& 3.750' 2 7�� 1.870 .07o 255 2.00 STILE .1561 MMOR NTERLOCK WIO-31 hO.t 1:4a 16D �-1 825-1 125 .1�2�-T 1.310 INTERLOCK REINFORCING -90� C.L FA. PC 1 7.597 "V,,D -2.005� OE11 OUTER �CK ASTFUOGAL STILE CODE PART No* DESCRIPTION MATERIAL MANUP. POMADES El ccl�183 FLUE SIRL 2 TRACK 600-T6 Cal EXTRUDER ELI C(U-150 AT. FRAME SIU- 2 TRACK 6063-U Cal Comwout— - E2 CGI-Isi TRADE JAMS 2 TRACK 6053-T6 Ca EXTRUDER - E3 CZE-186 FRALIE HEAD 2 TRACK G063-T6 Cal EXTRUDER 0.1 COI-152 A.T. FRAME HEAD 2 TRACK 8063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR WERLOCK 6063-T6 Cal EXTRUDER - US COL-164 �R WERLOCK NO -To CZM EXTRUDER E6 W-10 VAN VUE 6063-To CGI ExTRUEm— E7 CCI-I5Z TOP & BOTTOM HORIZ �00-V Cal EXTRUDER EST CGJ-157 SILL RISER 6063-T& CGI EXTRUDER E&I CCI-181 A.T. S114 RISER(OPIIONA-) 6053-To Cal EXTRUDER ED CGI-158 ASTRMOI 6063-T6 Cal EXTRUDER ETD Cl INTERLOCK REWFORONG (UNDER FRAME HIT. - 8-) 605346 W EXTRUDER Ell W-182 FRAME SILL 3 TRACK 6063-76 CGI EXTRUDER El 1.1 wi�ioo ALL FRAME SILL 3 TRACK 6063-T6 01 EXTRUDER E12 CCI-161 MAE JALRJ 3 TRACK 6063-T6 ca EXTRUDER C13 CGI-IN FRAME HEAD 3 TRADMIC 0053-TS Cal EXTRUDER El3wl Cal ALL ITEMAE HEAD 3 TRACK UO3-TO CGI EXTRUDER E14 CGI-168 OUIER-TRNCK ASTRJUWL 6053-T6 CGI EXTRUDER E15 MI-170 POCKET HOOK 6063-15 COT EXTRUDER C16 CCI-121 7/16- GLASS GLAZING DEAD C063-15 Cal EXTRUDER E17 M-123 11 CLASZ; OWING BEAR WOW75 Cal EXTRUDER, C18 CI ERETERWOR INTERLOCK [OPROMAL) 6063-76 cc, mRUDm ETD M-154A INTERIOR INTERLOCK (OPTIONAL) —063-T6 Cl EXTRUDER E20 CGI-ISSA MAN STILE KPITONA-) 063-T6 Cal EXTRUDER - E21 ml-ISCA TOP & Sol WETZ (OPTIORAl --FG63-76 WI EXTRUDER - U2 CCI-INk ASTRAGM. KIPWRAL.) 6053-Ts Cal EXTRUDER Val =-ISM OUTER -TRACK ASTRAGVL� BOPTIONAL) 6063-T6 Cal EXTRUDER - U4 W-180 DECOMINE SILL COACH (OMIOML) W63-T6 Cel EXTRUDER - E25 COI-O34 2 & 3 TRACK FRAME SILL SCREVI COM 6083-TO OR EXTRUDER E26 MI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T5 CCI EXTRUDER - U7 Col-18a FRAME JAMS SOWS COVER (OPTIONAL) W83-15 Cal EXTRUDER - IEN) M-1028 FRAME HEAD 4 MCK WO-76 Cal EXTRUDER - E29 CGI-1029 PRIME SILL 4 TRACK 6063-To Cal EXTRUDER - no COI-1030 FRAME JMB 4 TRACK 6063-TO Cal EXTRUDER 141 CCI-352V OWING BULL VINTL (DUROMENER 75-80 SHORE A) Pvt M2 CCI-171C FIRED PANEL CUP (2-11r LONG) 6063-T5 3 9 FIXED PANEL M3 W-173 FIXED PANEL SHIM HY-ON 2 PER FIRED PANEL AID MI-176 FRAME HEAD ANDLIFT & PAR PILE YiOOLIETLOM SULLIVAN I PER INTERLOCK/ASTE MIT M320ING PILE KATE CENTER FIT WOOL ULTRAFM OR EQUV. M12 CET-177 PANEL TOP & BOTTOM DUST PILE YiOOLIM SUUJAm U13 7A-SI-PftS-I5D-C2SS TANDEM ROULLER ST/sT "muff 2 PER PANEL M14 WD-500 DIVA MORTISE LOOK SI/sT SULLIVAN ATIAl To Sall U14A PSOI-0036-117 DUAL MORTISE LOCK WAD INTEIT-OCKS ATTACHED TO U16A M15 SGO-507 KEEPER ZINC SULLIVAN INST, W/ 2 11OX3/4' PIT Him SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 JIOX3/4- PH PA16 SCO-503 RECESSED ADAPTOR ZINC SULLIVAN IRSO. V/ 2 JIOX3/4- FIT MWA PSOI-0036-117 RECESSED ADAPTOR ZED INTEMOCKS INST, W/ 2 110"Ir R FA17 WO-55W HANDLE SET ZINC WUWAN/HffN,acxs - 1,18 EM230OWH HANDLE SET OPDONAL. ZINC SULLIVAN - LIVE SCS2000 SILPRUF SEALANT SIUC4flE RE - wo 0- '1 TOP & OROM DUST PILE WOOL SULLIVAN OR CODY. 4 PER PANEL IJ21 Cl M. AND METAL PILE PAD WOOL :C�:-�,- S2 110 X I Ile Do. PHIL. PIT, SIMS. S7/ST. ASSEMBLY 2 OR 3 PER CORNER ral .260j— .640 0 FRAME HEAD COVER o 0 BE OW[. �6410 .344- .060 0 -0 R FRAME SILL COVER 49 .243-1 --T v! t` I ; i .05 1.791 1 t FRAME JAMB COVER How", S I LOCK: DUAL LOCK SY�Ehl BY 'SULLNAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGO-500) (PSOI-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PSOI-0036-117) ZINC HANDLE SET (PART #SM55OO) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) RA FE w 0 r 2 0. 0 WIO-31 FF- 3 Ile. L.r-J -.-J V-@ (4 . 6 Saam SDWEL IM ALUM SUONG � MR (LU [Cl;l WINDOWS & DOORS loCo N.W. 25TH STREEr �MIAMI. )�J3�1�72 FM (=5) 59�6592 ;l 1�p V--@ AL-FAROO 110 ION M�L�RIDA33174 r 4 9 SMES S�N MEL 150 ALW. SUDING GLAM DOOR w,N.�.. . DOORS 10100 N.W. 25TH STREET MAMI, FL'33172 (305) 593-6590 FM (WS) 593- LM MWA.0 ol AL-FAR000 Cot.POR [ON & PROIDUM F% �GINE� Ew =35 &W. 87 A� "AMI,MORIVA�174 REVVED & AppRoVED FOR* Lot en's island Pr serve Lby'. date* Randall E* stom At AAo0379 MIAMI. FI-# 0011105, FIRM# NUMM-DADF, COUNTY MIUMM PRODUCT CONTROL SECTION LIE *W:— DEPARTIMENTOFREGULATORVAN ECONONHCRESOURCES(RER) I 1805 SW 26 Street, Retain 208 BOARD AND CODE ADMINISTRATION DIVISION Nfianii. Florida 33173-2474 T (786) 315-2590 F (746) 315-2599 NOTICE OF ACCEPTANCE (NOA) --SCANNEM iviviv.1illaml(lade.Llov/(-CaitllrlI Suillast Metall, Inc. 2120 SW Paula Drive BY Point City, FL. 34990 St. Lucie Couniv SCOPE: This NOA is being issued under the applicable rules laid regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dadc County RER - Product Control Section to be used in Miami Dadc County and other areas where allowed by the Authority Ilaving Jurisdiction (AHJ). This NOA shall not be valid after [lie expiration date stated below. The Miarni-Dade County Product Control Section (fit Miami Dade County) andlor 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 !it the accepted Inaliner, the mainifacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend [lie use of such product or material within llicii-jurisdiction, RER reserves the right to revoke thisacceptance, if it is deternihied by Miami-Dadc 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 bas been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 5-V Metal Roof System LABELING: Each unit shall bear a perninnent label with the nulnuflacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sliall be considered after a renewal application has been filed and (here has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION orlhis 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 withany section of this NOA shall be cause for termination in([ removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade County, Florida, and followed by the expiration dale may be displayed inadvertising literature. If any portion of the NOA is displayed, then it shall be done ill its entirely. INSPECTION: A copy of this entire NOA sliall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tlicjob site at the request of the Building Official. This revises M0A11 11-0118.05 and consists of pages I through 5. The submitted documentation was revicived by Alex Tigera. "1,1 W., #,-� 11 It lot FIM A No.: 12-1009.01 Expiration Date: 05104116 Approval Date: 01/24/13 Page 1 of 5 W8 MIAF 11114 !ie NMI �Irlrj Ir . NIIANII-DADE COUNTY M PnODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONWI IC RESOURCES (RER) I IS05 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-247.4 T (786) 315-2590 F (786) 3 15-2599 NOTICE OF ACCEPTANCE (NOA) Sunlast Metal, Iuc. 2120 SW Porma Drive Palm City, FL, 34990 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing (lie use of construction materials. Tile documentation submitted his been reviewed and accepted by Mianni-Dadc County RER - Product Control Section to be used.in Minini Dade County and other areas whorcallowed 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 tile AID (in areas other (halt Miarni Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or ma(crial fails to perform In the accepted illanner, the nianufac(urer will incur the expense ofsuch miting and tile AHJ may immediately revoke, modify, or suspend (lie use orsuch product or material within theirjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianni-Dadc County Product Control Section that this product or niaterial fails to unect the requirements of (lie 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 Hurricanc'Zonc of the FloridaBuilding Code. DESCRIPTION: 5-11 Metal RoofSystem LABELING: Each unit Shall beara permanent label with the manufacturer's narne or logo, city, state and following statement: "Mianii-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beer) riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERINTINATION of this NOA will occurafter the expiration date or if there has been a revision or change in the materials, rise, and/or manufacture of [lie product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising orally other purposes Shall automatically terminate this NOA. Failure to comply with any section of this NOA sliall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and followed by the expiration (late may be displayed in advertising literature. Ifliny portion of the NOA is displayed, then it shall be done in its cntircty� INSPECTION: A copy of this entire NOA shall be provided to tile user by the manufacturer or its distributors mid Shall be available for inspection at thejob site at the request of the Building Official. This revises NOA# 11-0 118.05 laid consists of pages I through 5. Tile suluni(ted documentation was reviewed by Alex Tigera. 1-14X,Ve� NOA No.: 11-1009.01 E,xplratiou Date: 05104/16 Approval Date: 01/24/13 Page I of 5 3 ROOFING AssrmllLy APPROVAL Category: Roofing Sub -Category: Non -Structural IvIcIal Roofing Materials: Steel Maximum D'esign Pressure —189.251)51' TRADE NAMES OF PRODUCTS MANUFACTURrD OR LABEIXD By APPLICANT: Test Product Product Dimensions ST)CCIfIcatiolls Description 5-V Crimp Palle] I = various TAS 110 Corrosion resistant, galvanived, w = 24 preformed, lapped, coated, prefinislied, min. Thickness: 0.019 inch Illetal panels. inin yield strength: 55 ksi Trial Pieces I Varies TAS 110 Standard flashingand trim pieces. w Varies Manufactured ror each panel width. Thickness 0.040 IVIANUFACTURING LOCATION: I . Palm City, FL. EvIDENcr SUBMITTED: Test ALenc 'rest Identifier I'llilTiCane Test 0412-1017-05 Laboratory, Inc. Akzo Noble Coatings, Tile. PRI Asphalt SFMS-001-02-01 Technologies, Inc. ArchitecturalTesting B3944.01450-1 8 WAAMEAPPROYEDIFNE" Test Noine/Report TAS 125 ASTNI G 23 AST?vI B 117 TAS 100 TAS 125 Date Oct. 2005 Oct. 2001 Jan. 2006 09/28/12 NNOA No.: 12-1009.01 lExpiration Date: 05/04/16 Approval Date: 01/24/13 Page 2 of 5 APPROVED ASSENIBLIES: System; Sunkist Ivictal, Inc. 5-V Metal Roof Panels Deck Type: Wood, Non -Insulated Deek Description: New Construction or Rc-Roof 19/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A Below Pressure; Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than Sd ring shank nails spaced 6" (i.e. In rciouring, where the deck is less than 19/32" thick (TvIininium "'/32") the above attachment inethod must be in addition to existing attachment. Undel-kiyInent: Mininium underlayment shall be -in ASTIM D 226 Type 11 installed with a minimurn 4" side -lap and 6" crid-laps. Underlayment shall be flisteried with approved corrosion resistant fasteners and plates. Spaced 12" o.c. on the laps and two rows spaced 24" o.c. in the field of roll. Or any approved underlayment having a current NOA. Fire Barrier Board: Any approyed fire barrier having a current NrOA. Refer to a current fire directory listing for fire ratings of (his roofing systern assembly as well as [tic location of the fire barrier within the assembly. See Limitation 4 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Sunlast Metal Inc.'s current published installation instructions. Metal Panels and Install the "Sunlast Metal, Inc.'s 5-V Metal Roof Panel" and accessories in compliance with Accessories: Sunlast Metal Inc.'s current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in C0111131ii-111CC With the minimum requirements provided in Roofing Application Standards RAS 133. Panel shall be fastened to the deck with a mininiurn of #14 sharp point screws with hex - washer head with neoprene scaling washers of sufficient length to penetrate through the sheathing a minimum of 3/1(, inch. Fasteners shall be installed at a norninal spacing of 12" o.c. perpendicular to the slope of the roof, at the top of the major corrugations, in accordance with the detail hercin. Fastener rows shall continue up (lie entire length of the roof (parallel to the roof slope) starting 3" froni panel ends and shall be it a maximum spacingas described below in Table A. TABLE A NIAXIMum DESIGN PRESSUIZE Field Perimeter and Corner' Maximurn Design Pressure 189.25 psf Maximum Fas�er Spa�Lli c. 1. Extm �IaCion shall not be allowed NOA No.: 12-1009.01 Expirmion Date; 05/04/16 ApprovnlDntc: 01/2-1113 Page 3 of 5 SYSTLm UMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directoty for fire ratings of this product. 2. 'file maximum designed pressure listed heroin shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rationalanalysis, nor extrapolation shall lie permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners -in([ cot -tiers). 3. Pancls may be rolls rornied in continuous lengths from cave to ridge. Maxinnurn lengths shall be as described ill Roofing- Application Standard RAS 133 'I. All panels shall be perniancritly labeled with the inanufficturer's ilarne and/or logo, and the following statement: "Miarni-Dide County Product Control Approved" or with (lie Mianii-Dade County Product Control Scal as secil below. All clips shall Ile permanently labeled with the inanufacturer's narne and/or logo, and/or model. 5. All products listed herein shall have a quality assurance audit ill accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 12-1009.01 Expiration Ditte: 05/04/16 Approval Date: 01/24/13 Pip 4 of'S PROFILE DRAWING SUNLAST METAL, INC. 5-V METAL RoOF 13ANEL wv�fjajj END OF THIS ACCEPTANCE �XjL CMIAM561ARE�COUNTY'j NOA No.: 12-1009.01 Expiration Date: 05104116 Approval Dile: 01/2-1/13 page 5 of 5 REV"WE�Dul& APPROVED FOR: Lot 10, een's 1slanar serve by: Randall E. Stofft Architects, P.A. 1141AMI-DMADE' FL# 10011105, FIRM# AA00379 on I DEPARTMENT OF REGULATORY AND CONOZNITC RESOURCES (RER) BOARD AND CODE ADIVIRUSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Ft. 34275 SCOPE: SIGANNED BY 3t Lucie county COUNTY, FLORIDA ONTROiL SECTION 11805 SW 26 Street, Roon1208 T (786) 315-2590 F (786) 315-2599 �.mianddade.gov/ecortoywry This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami-Darle County and other areas where allowed by tile 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. RER 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 tire 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. DE SCRIPTION; Series "FD-750" Outswing Aluminum French Door w/ Sidelites - L.M.I. APPROVAL DOCUME NT; Drawing No. 8OW-11, titled "Alum. French Door & Side Lites, Impact", sliects'01 through 12 of 12, dated 12/23/04, with revision "El " dated 10/12/11, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance. number and Expiration date by the Mianti-Darle County Product Control Sec'tion. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LA13ELING: Each unit shall bear a permanent label -with the manufacturdes name or logo, city, state, modell series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. `11 RMINATION 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-Darle, 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 entim NOA shall be provided to the user by the manufacturer or its ,e distributors and shall be available for inspection at the job site at the of 11 ff This NOA revises and renews NOA No. 11-1013.24 and consists La 8CO jges.13,4, E-2, E-3 and E-4, as wall as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P . 6� 6LAS11VA NOA No. 14-.4117.05 Expiration Date: Februnry24,2020 App'roval Date: February 19,1015 Page I MIAM10MAIDIE IVIIANII—DADE COUNTY, FLORIDA WM I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AM ECONOLMIC RESOURCES (BBR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) w�.mifluddadc.gov/econom 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section 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 put -poses. 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. RER 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 the Florida Building Code, including the High Velocityllurricane Zone. DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-41, titled "Alum. French Door & Side Lites, Impace', sheets 0 1 through 12 of 12, dated 12/23/04, with revision 'E " dated 10/ 12/11, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance. number and Expiration date by the Miarni—Dade County ' ion. Product Control Sect MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modell series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been DO change in the applicable building code negatively affecting the performance of this product. TE RMINATION 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 and renews NOA No. 11-1013.24 and consists of this page I and evidence pages-E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed byJaime D. Gascon, P. E. NOA No. 14-1117.05 6LA5,"v Expiration Date: February24,2020 AplrovalDate: February 19,1015 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lymi Miller, P. E. (Submitted underprevions NOA No. 11-1013.24) 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) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio R Gonzalez, P. E. (Subadited underprevious NOA No. 09-1028.10) 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, and TAS 202-94 along with marked —lip drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Subjuitted under previous NOA No. 05-0419.03) 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 4) Forced Entry Test, per FBC 2411.3,2.1, and TAS 202-94. along with marked —up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"527, dated 02/10/05, signed and sealed by Edrmindo J. Largaespada, P. E. (SlibiniftedunderpreviousNOA No. 05-0419.03) Ji Inie D. Gascon, P. L Product Control Section Supervigo . r NOA No. 14-1117.05 Fxpiration Date: February24,2020 Approval Date: February19,2015 F-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDE NICE SUBMITTED B. TESTS (coNTiNu.ED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted underprevions NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed byEdmundo J. Largaespada, P. E. (Submitted underprevious NOA No. 05-04-19.03) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previons NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with r1BC 51" Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I.- Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kurargy PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to -Eastman Chemical Company (NIA) for their "8aflex CP — Saflex and Saflex'HP Cdmpbsite Glass Inttrlayers with PE T Core" dated 06/19/14, expiring on 12/11/18. Ja line D, Gascon, P. E. Product Control Section Supenisor NOA No. 14-1117.05 Expiration Date: Febrtiary24,2020 ApprovalDate: FebruRryl9,2015 B-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBM[ITTE D E. MATE, RIAL CERTIFICATIONS (coiiTiNLuED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance -to FBC-2010 and complying with FBC !�h FdItion (2014), issued by manufacturer, dated 11106/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. 3. Department of State Certification of PGT MUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 0 1/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 10/11/11, signed and sealed byA. LynnMLiler, P.E, (Suburilletl under previous NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn -IMiller, P. E. (Subinitted underprevious NOA Nb. 1-1-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor enginecris assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Mllcr, P. E. (Sithinitted underprevions NOA No. 11-1013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (SahmiltedunderpreviousNOA No. 09-1028-10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Suhmitted underprevious NOA No. 09-1028.10) Jaime D. Gascon, P.'E. Product Contr6l Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 ApprovaiDate: February 19,2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratoiy compliance letter for Test Reports No.'s FTL-4921, dated 07/17106, Y71,4527, dated 02/10105, FTL-4528, dated 02/14/05, FTL-4315, dated 09113/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, PTL-4311, dated 09/01104 and FT"312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.;'all signed and scaled by Edmundc, J. Largaespada, P. E. (Submiffed underprevious NOA No. 05-0419.03) G. OTHERS' 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 11/24/11 and expiring on 02/24/15. Jahne A Gascon, P. E�' Product Control Section Super0sor NOA No. 14-1117.05 Expiration Date: February24,2020 Approva[Date: Februari,19,200 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) GLAZING OPTIONS: A. 7116"LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERIAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM. 0. 714 LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED CLASS WITH AN.090 PVS INTERLAYER OF DUPONf BUTACITE OR sArLEXIKEEPSAFE MAXIMUM, 0. 711 B" LAMI CONSISTING OF (1) LITE OF 311WANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. D. 7116"JAMI CONSISTING OF (2) LITES OF 3116-14EAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. E. 716' IAMI I.Q. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE; ; lle AIR SPACE AND (1) 7/10- LAMI GLASS ASSEMBLY INSIDE (3116- &.090 PVB, 311V HS� F. 718"LAMI I.G. CONSISTING OF (1) LITE OF VISO TEMPERED GLASS ouTsLDE.I Ifir AIR SPACE AND (1) 7116- LAMI GLASS ASSEM13LY INSIDE (3116- HS,.090 PV13, 311V HS). a 718'LAMI I.G. CONSISTING OF (1) LITE OF 3/160 TEMPERED GLASS OUTS109, IW AIRSPACE AND (1) 7/16'LAMI GLASS ASSEMBLY INSIDE (3116- A..075 VANGEVA, W16' HS). H. ON =RED GLASS OUTSIDE, 1/4'AIR SPACE AND (1) 7/16'LAMI GLASS ASSEMBLY INSIDE CONSISTING OF (1) LITE OF 3/16"TEMPr (3116"H 076VANCEVA,3116-HS). Z. DESIGN PRESSURES: TABLE 1, SHEET 3. A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130"2. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. CONFIGURATIONS: I Da&0,PAXXX XXO'OXX OXO XXV, &�N-0, OX= OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT &UNITS CAN EIM&WEWTWSINGLE. X DOOR$ ORA DOUBLE. XX DOOR! 130TH USING EITHER THE STANDARD ORTHE LOW-RISE SILL. THE FRENCH DOORASSEMBLY BEAM IS USED TO ASSEMBLE X.XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. ,ANCHORAGE: THE 33 0% STRESS INCREASE HAS NOT BEEN USED IM THE DESIGN OF THIS PRODUCT. FORANCHORAGE REQUIREMENTS SEE SHEETS 9THRU 111. A SHUTTERS ARE NOT REQUIRED. SEALANT. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM BEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. TEST RE PORTS: FTL-431 1, FTL-4312. FTL-431 5, FTL4527. FTL-462.8, FTL-4629, FTL-030, FTL4921 AND FTL-5941. ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION ADM-2065 ALUMINUM DESIGN MANUAL THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE WHZ� P.O. Vqx f5" WKGAV9.FL$W4 SIDE 1 d 12 1 8000-11 NOA DRAWING MAP TOPIC SHEET GEN!ii�ENOTES .......... . I CONFIGURATIONS ........ ::. 1 GLA21NG DETAILS ........... 2 DESIGN PRESSURES-- 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS ........... 6 PARTS LIST ..................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE .................... 1 D-1 UJ:: it It Z $0 P.E. FL P.E.9 59705 3/16'ANNEALED OR HEAT STRENGTHENED CLASS 09 OUPON BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTIERLAYrR 3/16"HEAT -$T- FNGTHENED GLASS 91 OR 92 5/8, 110'NOM. 311VANNEALED OR HEAT STRENGTHENEDGLASS .076"VANCEVA INTERLAYER -3116' HEAT STRENGTHENED GLASS 93 OR 94 EXTERIOR I i \j I LNTERIOR EXTERIOR I I \1 I INTERIOR . GLAZING DETAIL I SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/8"NOM. EXTERIOR . GLAZING DETAIL I SETTING BLOCK 7/16" LAW GLASS X/ VANCEVA INTERLA'�ER 3/16"TEMPERED GLASS AIR SPACIi 3116r ANNEALED OR HEAT STRENGTHENED GLASS .090'DUPONT BUTACiTE OR SAFUEXI KEEPSAFE MAXIMUM PVB INTERLAYER 3/16"HEAT STRENGTHENED GLASS INTERIOR EXTERIOR 7/B'NOM. 311W TEMPERED GLASS AIR SPACE 3/10'ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 311WHEAT STRENGTHENED GLASS 97 OR 98 INTERIOR I '�'— SETTING BLOCK v \- SETTING BLOCK' GLAZING DETAIL GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ PV13 INTERLAYER 7/8n LAM] i.G. GLASS W/ VANCEVA INTERLAYER p m filia,161WX274 FDFW I FULLI 2 d 12 1 8000-11 emaup,mvissil ma "jib lb. vlo" Raw gbG . .......... . O� Ira ."41ju o of F . ............ ,ll,qsj0NP,\�,-,l% A.AkWWRE. FL P.E.1 58706 Table 1. Maximum Design Pressures (psf) Configuration Width (in) Allowed Glass Types Height (in) 79 3/4" (6') 83 34' (70) 87 3/4" 913/4" 96 3/4" (8') Fronvh x 37" (3q) A,E -;7 �-0-80.0 �+7 0. 0 .80.6 +70.0 -80.0 +70 11 -11012 M-0 -80.0 C,G +100.0 0.0 + )0.0 il -100.0 +100.0 -100.0 +10.i-o --100.(0 .0 -100.0 Door )V, 713/4" (6') A. L +70.0 80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 1 -80.0 C.G +1B0.0 -100.0 +196.0 -100.0 +100.0 -100.o +100.0 -100.0 +100.0 .100.0 Full ,,,mb 3611116 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +10010 -100.0 +100.0 -100.0 +`100.0 -100.0 +100.0 -loo.0 +100.0 -100.0 30 11/16" C.G +100.0 A00.0 +100.0 .100.0 +100.0 -100.0 +160.0 -100.0 +100.0 -loo.0 SIdoII(e Narrow 33 il/16" C.G +100.0 .100.0 +100.0 A00.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jainb 36 11/16" A, 8, E. F +10.0 -80.0 +70.0 -80.0 '+70.0 -80.0 +70.0 -80.0 +70.0 180.0 C.G +100.6 -100.0 q +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 DH +100.'0 -100.0 +jq0.0 -100.0 +10�.O 1 -100.0 +100.0 -1D0.0 I 1 +100.01 -100.0 B - 7/16" LAM] (3/16"HS,.090 PVS, 3/16-1-18) C - 7/16- LAMI (3/16A.075 VANCEVA, 3/16"HS) D - 7/16" LAMI (3/16-1-15475 VANCEVA, 3/16"HS) F 718"LAMI I.G. (3/167, IWAIR SPACE, W'16-A.090 PVI5. $/WHS) F - 7/6' LAMI I.G. (3/167, 114- AIR 8 PACE, 3/16"HS,.090 PVB, 3/16'HS) G - 7/8" LAW I.G. (3/`I&T 1/4" AIR SPACE, 3/16"A,.076 VANCEVA, Y16"HS) H - 7/8" LAMI I.G. (31`16-T, 114" AIR SPACE, 3116'HS,.076 VANCEVA, 3116PHE UPGRADE FTL-4311, 4312, FTL-4527, 4528, 4529, UPGRADE FTI-4527, 4528, 4529, PTL4311, 4312, UPGRADE FTL-4311, 4312, FTLA527, 452B, 4529, VMMAN� I LENGTH r-. NO S.' T-IRUNSING THE OPTIONAL LOW-RISE S11 (PART 10, SHEET 8 OF 12). THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IFNOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND sizEs OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) ruavocrAVY409 W"'p, W, r%705 RK IWIM w"TAB45fWAST96130M -7 PRESSUREs 0. 4TAYE F PLORIO' JA MOW aF 3011 529 vopkOU61311-21 34274 N iLLVA P.r. FL REN BB705 I 'ALOO. FRIiNCH DOOR & SIDE LI ;CT TaS, IMP) R�sr JA R.W. No�rstm6mrr - -1 F.K. III= 1 -LF1 -4-I&W I Fc r-7313/16" MAX. WIDTH --I I 05 314" MAX. HEIGHT ALL L QX OR XO 37' 260 MAX. OLD ALL X UNITS MAX. DLO, ALL .110 618"MAX. WIDTH OX0 719/40 MW %MDTH--j xx ON JAMB OR FULL JAMB UGH 11. NTAL SECTIONS SEE SHE NOMA 3811/16, 4-1 145 318'MAX. WIDTH OXXO (SHOWING EACH VERSION x 0 (FULL JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NAR VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THRO 3. FOR VERTICAL SECTIONS SEE SHEETS AND FOR HORIZO ET S. 3611/16' kX. WIDTH 33 3116' MwutTpyvlsro owrwh-d . omwe) 2 (NARROW JAMB) -,10,111", LY Niq 55705 STATF OF ALUM. FRENCH DOOR& SIDE LITES, IMPACT '10NN- �'o\ IWIFL.1274 — JA I I FD70 j7rS 1 4 � 12 800M1 E FL P.E.# 5 I —F7j-iZ2X04 I =,1-41m I :E\A OX0 719/40 MW %MDTH--j xx ON JAMB OR FULL JAMB UGH 11. NTAL SECTIONS SEE SHE NOMA 3811/16, 4-1 145 318'MAX. WIDTH OXXO (SHOWING EACH VERSION x 0 (FULL JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NAR VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THRO 3. FOR VERTICAL SECTIONS SEE SHEETS AND FOR HORIZO ET S. 3611/16' kX. WIDTH 33 3116' MwutTpyvlsro owrwh-d . omwe) 2 (NARROW JAMB) -,10,111", LY Niq 55705 STATF OF ALUM. FRENCH DOOR& SIDE LITES, IMPACT '10NN- �'o\ IWIFL.1274 — JA I I FD70 j7rS 1 4 � 12 800M1 E FL P.E.# 5 I —F7j-iZ2X04 I =,1-41m I :E\A OXXO (SHOWING EACH VERSION x 0 (FULL JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NAR VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THRO 3. FOR VERTICAL SECTIONS SEE SHEETS AND FOR HORIZO ET S. 3611/16' kX. WIDTH 33 3116' MwutTpyvlsro owrwh-d . omwe) 2 (NARROW JAMB) -,10,111", LY Niq 55705 STATF OF ALUM. FRENCH DOOR& SIDE LITES, IMPACT '10NN- �'o\ IWIFL.1274 — JA I I FD70 j7rS 1 4 � 12 800M1 E FL P.E.# 5 I —F7j-iZ2X04 I =,1-41m I :E\A VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. 61 EXTERIOR VERTICAL SECTION C NARROWANDFULL VERTICAL SECTION B OUTSWING HEAD INTERIOR Po-H 'am HOKOWN342M VERSION BOTTOM RAIL FJPFW 1*112 1 6 -12 A. LYWWMALWK P.E. FL P.r.11 58705 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE 105 20 BEENOT12; 81 82 (nD66 R W, LL mill A A neim.,117JI-) NO VVI 4=0 PRODUCrRENSWED tylva, wilh the Florida FD750 DOOR(S) IrFM ONYGY IDT.SCRIVMN FM MAMEKITPARn I W FRAMS. HEAD& HINGUJAMB 6M 2 BODIA GUMINGSHL 66003A 3 MOX �AN,,SIVINQSI�COVII�A 6=c 4 W DRIPCAV 5 144*loipola HFAD.SIILA)AhIPLWFATHFASTRIP(SCHLEGM UlU3)7T 6 SDD7 SCRITWODVIR 6w 7 M UffrALLPIA713 6w 8 w&mtm�wt*ol FRAMBASSMIULYSCREW USX I- VIIOUAD ISIPQA 9 032 ASTPAGhtWPSEAL 4301 10 1 SM l(XM-SWfMSlLL(LA)WW$E) 1 48038 PGOAPANEL S 1------IRPAI).SILL&JAMBWPA'rRMWRIP(SCHLEaALI U83 Sol; 571!41 6SD12 21 8014 70PRAIL,(TIRIPADI-DROOVESIMI) 69D14 2 2 8013 MIMT11READEDROD DESIGN) 6SD13- 8017 TQPSW� 6W17 2 4 8016 2214mswm 6616 SWW3PS;=WSfl4XJ/2-FffljpIl 801$ A9ftGAI.ACTIWAWACTIW 605 W21V 6$011) ?P W40A 68MA 29 1 $010 JamunwabAcruppLATo 6wis 30 8019A WABi0KG6,Q00RAWZ 68DIPA 21 9035 MATtWhIM n mmm�m�om WARD2�ZSn-$CWV9&MXI/P 31 14 ..... UrTRUSSHI). 3:; Th"qwgopYI6,I8xw 0902A 36 FjM5Wt=XLTryI&IS 79DONUTA 37 09 TAYSSCIAMP 6037M A MY "TAFlAWHMBCHAKSM(ASIIIAKD) 39 8030 LOCKB= 4MO 0 4o- —.--41ATCIIASS'YSCRMVSNBX2'SSP)RMTRHD MWAX 41 9017 ISIS SHOMOLTROD(SUI.I.IVAN) 4 M45 $TAMARDFLTJSILWLTSWISSROD(SULUVANI 43 3 6031 SWDrl)DLTGLqDB 4W)l 44 ��SJIOMWI.TOWPO&STRIKESCREW"ZX31&'SSFillilTR� 7MBPFFX 4 45 5 60388 PJMff-SMUPLATEATASWAGAL(ACnVBIBNGEI)LEFI) WS)I00SI 46 $0181, LOT-SMKHgAT13ATASTRAGAL(ACrIVOMNMR[Mn WS1104491 47 �� STRTKHMTESCRLWS&32X3/9'SSPMIUIRHD loxlprrx 49 ......... STPJKRPWE8MIPDWKRMV6.24Xl/2'fH 7612FnX .49 9036 STRIKEPWRATIMAD&SILL 50 — tIPADiITWKHSC8bWSSS8X 112PMMFH 785KZAX $1 . STRIKUPLATESCRklVSaSllLSS8Xlf2PHILLUNDMCUTFII 78XIVFH 52 GNI ALTIVETVINISHMSHIAND) —;T- SET(ASHLAND) 54 EELPASSIVELOCKOFAR(AIMLAND) 55 8014A ITOPIMILRAGnOLTI)ESIGM W14A 56 8013A IDUMMIMIL(lAaBOLTI)ESIGM aolm 37 ------l5ll6'x2l/2' LAOTIONTS 175161MINX ca=K Ilm Fkd& lob r,5 I � -.- ""I", " I III I SM IBACKBFAD I 6zon I %� ..-* ...... �? 1, &BACK11FAD 6U26A eose :20�7 7116-11VAD 6=A 108 SMA1718-MBPAD 6MA I z tjo 109 1224 INnNYLBUWWSTP(rH(CK) 6TP247 LLI III ijj:: 1070 717CHMOE00YDRM, PARTS LIST %0 .... .. ........ . A10RONAFLMN w P.O. box 16" ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOKWAFLN274 — A. LY E. F 0750 NA 7 12 J��0000-11 r FL P.E.9 58706 P I - I .062 T 1.000 A36 #8006 6063-T6 FRAME, HEAD, JAMB AND SIDELITE SILL #8003A 6063-T6 OUT -SWING SILL 1 7 T—I 062 �050 3.036 #8009 6063-T5 && #8056 6063-T6 INSTALL PLATE OUT -SWING LOW SILL I I - 1.938 —.100 1.031 —8,250 @#8013 6063-T6 BOTTOM RAIL 03 050 'u u 4.02? 1.033 .050 J_ #8004C 6063-T5 A #8008 6063-TB 08 SILL COVER 0 DRIP CAP ::..:074 2.000 T 1.408 L 3.090 @ 20 #8012 6063-T6 STILE #8014 6063-T5 TOP RAIL [F 1.940-1 #8017 6063-TB TOP SWEEP 050 J97 T_ C2 240 (B#8016 6063-T5 BOTTOM SWEEP ols .T 1.467 170 l:jEa. - j �t_ - _;E I - 4.434 2 -5 44 A4 #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 &BOTTOM RAIL, LAG BOLT DESIGN TOP RAIL, LAG BOLT DESIGN 0 ASTRAGAL MME� 8 " PO4 N.Z Irn 324274 FD7W QQR 8, SIDE LITES, I 8 d 12 80004 1 1.160 040 47' T #8007 6063-T6 SCREW COVER A. L/YlNik M llta. %P. E. FL P.E.# 58705 �' 2.260 ---j 1 075 44�� 1 @27 #8021 B 6063-T6 GEAR HINGE, JAMB Loryo .438 #8028 6063-T5 SL HEAD TRIM f 046 Mi V 9650 �4 #6022 6063-T5 BACKBEAD 742!�[ 353 072 #8020A 6063-T6 GEARHINGE,COVER 3.71 ---1 _L L '325 .F- .- .125 t #8056.6063-T4 SUBSILL, OPTIONAL .965 .045 (9 #8026A 6063-T5 10 SL BACKBEAD W&MIEff 142 - It .301 (2 ,D9 #8018 6063-T5 HINGE, BACK-UP 07 48019A606&T6 GEAR HINGE,'DOOR .082 1.00 rjl- -1 0 I- @ 70, #8010 6063-T6 NARROW SL JAMB 1 D45 818 #8023A 6063-TS 7116" BEAD P-4 D sw N�Wl§�KFIV274 040 u 1*377-1 .957 #8024A 6063-T5 I.G. BEAD FD740 J26 3,251 #8033B 6105-TB FD ASSY BEAM rl.812— r-'. — I .1001;10 .100 -1 #8039 6063-T6 TRUSS CLAMP �-2.313—� #8029 6063-T5 SLJAMBTRIM 112 1 9 � 12 1 8000-11 UNEWED jv,fth&OFI,m I lal PL REN 68706 .12"A 61. 161 6, S. _101" 6. 61, 3 3" N HEAD & 81�1_ 3. MiZ_lll] HEAD &SILL A TYP.-A ANCHOR ATYP. ANCHOR _T 7 CLUSTER CLUSTER 10.571 (TYPICAL) (TYPICAL) io.57i, MAX, MAX. JAMB JAMB D.C. JAMB JAM13 D.C. allCH91-jS 18.600 ANCHOR$ AN—C90—RS 18-500" YN HORS H O_r V HT. QTY MAX. HT. QTY. HT. QTY. MAX. H . QTY. 95314'-(6) D.C. 95 314" (8) 95 3w - (6) D.C. A 96314'-(8) 91314'-(5) 013/4" - (8) _T 91314'-(S) _T (2) EQ. (3) EQ. 013/4" - (8) 873/4'-(5) 87 314"- (8) 87314'-(S) Sp. T". SP. TYP. 87 3W - (8) I "j 83314--(6) 833/4--(7) 8Z 3W - (8) 83 314' - ((7) 4'4 1� t�(o) 3/4" - (6) L 7 L99 3 N4 (7) 70314'-(6) TO 3K' - (7) DETAIL A (CONCRETE) A DELA16 B (WOOD) DgIAIL 0 (CONCRETE) SEE NOTE 6 A DETAIL D (WOOD) (StNGLrz PANEL) (SINGLE. PANEL) (2 OR MORE PANELS) REGARDING (2 OR MORE PANEL$ A APPLICABLITY J ANCHOR TYPES: ANCHORTYPES: ANCHOR TYPES: Or ENCIRCLED ANCHORTYP58: I OR2 2OR3 i OR2 ANCHOR 2OR3 LOCATIONS ANCHORAGE SPACINGREQUI'REMENTS: 1. DETAILS A AND B ABOVE -REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND 0 ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAM B OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL 4- INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS. 2. ANCHOR TYPES: I - 114"ELCO U LTRACON 2 .1W ELCO 884 CRETE-FLEX 3 - 412 STEEL SCREW (05) I& CONCRETE SUBSTRATE USE TYPE 1 AT I 318"MIN. EMBEDMENT ORTYPE 2 AT 1 3/4"EMBEDMENT. 1 ON'MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 31T MIN. EMBEDMENT. 3. SINGLE MINEL CONFIGURATIQU-5: (DETAILA, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. FRODUCrIZENHWED JAMES ..................... 11 h MAX. FROM FRAME CORNERS, 18.600" MAX. D.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.5719 MAX. D.C. WOOD SUBSTRATE PETAIL B). W llllWPIYhV W1111 &C SOTO, oullAt.go.10 1t!p;wNo 4. TWO 911 MORE PANEL CONFIGURATIONS (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL ...... 6"MAX. FROM FRAME CORNERS, AND AT 30 AND O"MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 4). Mi.. ADMIP;ud =C..I_'�7 JAMBS .... I l"MAX. FROM FRAME CORNERS AND 18.600"MAX. D.C. 5. TWO OR MORE PANEL CONFIrURATIONS: (DETAIL D, WOOD SUBSTRATE) 4 LYNN HEADAND SILL ...... 6"MAX. FROM FRAME CORNERS, AND AT 3, V,.9' AND 12' MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL %MD" OVER 27 314". JAMBS ..................... 114 MAX. FROM FRAME CORNERS AND 10.671" MAX. D.C. 55705 STATE OF Im L_ ANCHORAGE SPACING p Sz'�' .K� ?m 14V En LOR11 . o' ,a KO�SWSHEET MOKOMIS, R MR kv otwto a CWNIM7APCOWTO�MMr. ALUM, FRENCH DOOR SIDE LITES, IMPACT 'I, &lOtVAI- Sl '%'9AILLM . ' ffZU81020271 7 F _i� N. LY P.E. * W40 1070 KCHNX09YD1VvE PDTW FL P.EN SB7Dr, Ip'...K. C2121W 11 Amm a_. CONCRETE ANCHOR (NOTE 1) 1W MAX. GROUT. Sm NOTE 51 CONCRETEANCHOR 1/4l'MAX. SEE NOTE I GROUT, BE NOTE MSED. lE SEE A �_i EMBED. SEE NOTE i TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) iwu GR( NOI <�312XTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) TYPICAL SIDE LITE SILL (DIRECT TO WOOD) 114"MAX. WOOD ANCHOR, GROUT SEE NOTE 2 OPTIC� SEE NOTE 5 13.4 MIN. OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) y 14 k9l'O' E SEE 1/4' NOTE I ��ZF"'EMBED :S: f 1, Nim. 1 7 - SEE -A 2x WOOD 11 stall milt. CRETE' SHIM N. NOTE I SEE NOTE 3 IxWOOD 114- SEE NOTE 3 L1/4"MAX M X SHIM j PAX IM SHIM AW 00 D AN 0 H 0 R S E E N OT E 2 CONCAIETE ANCHOPK, SEE NOTE I ACONPREM ANCHOR SEE NOTE I FRODUCTMMIMED w,ply1a, w1dithe Florida TYPICAL DOOR & SIDE LITE HEAD ildt", 6' 019 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMIDAQE COUNTY APPROVED ELCO 114' ULTRACONS OR lf4"SS4 CRETE-FLEX. MiN, DISTANCE C. apara a'a 14"SS4 CRETE-FLEX - 1314". Mitoulk FROM ANCHOR TO CONCRETE EDGE IS 1314% MIN. EMBEDMENT.'111V UL7RACON - 1318". 1 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05) OR ELCO 1/4- S84 CRETE-FLEX- 1 Zf8' MIN. EMBEDMENT FOR E[THEFL 3. WOOD BUCKS DEPICTED AS lx ARE LESS THAN I 11T THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 1W THICK OR GREATER- INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY 01HERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). %" I LYNN \N It ....... ke 4. FOR ATTACHMENT TO ALUM: THE MATL SHALL BEA MIN. STRENGTH OF 6063-T6 AND AMIN. OF 118'THICK THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO T14AT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN No.55705 ON SHEET 10 NIAYSE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT 013 OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLICGRou-r, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS RATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. (o 1111 STATE OF ANCHORAGE DETAILS "ZORMPl S�!' 1110 *,* ....... DRAM '�ll9fONAl-' f07=`F0L0Xy2j6 ToR F ALUM. FRENCH DOOR & SIDE LITES, IMPACT IMP 40-44"In'"Wo 74 A.�Y 'AI@j4,`P.E. ruT - a 12 E FL PEX 68705 19"ww r r "MR F0160 114 1 11 8000-11 1 EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE AANGHOR SEE NOTE 1. 114"MAX- SHEET11 GROUT. SEE NOTE 5, SHEET11 SHEPTI I TYPICAL DOOR SILL (DIRECT TO CONCRETE) 40� INTERIOR (ALL JAMS SECTIONS) EXTERIOR ID 3.4 KSI M CONCRE A 1/4" M MOED. SEE CONCRETE ANCHOR, SEE NOTE 1. SHEET 11 i/4"MAX. GROUT, FSEE NOTE 6. SHEET 11 OPTIONALIDQOR SILL (SUBSILL TOICONCRETE) lemBED sEE NOTE i ,HEET �-1 CONCRETE ANCHOR, SEE NOTE 1. SHEETil 3.4 KSI CONCRETEi, OR 16 KSI MIN:Cm lxWOO?D.' SEE.,--- .1 SHE i/4"MAX.SHIM— WOOD A TYPICAL DOOR SILL (DIRECT TO WOOD) TYPICAL DOOR & SIDE LITE JAMB 2xWOOD, SEE NOTE 3. SHEET 11 1/4" MX ANCHORAGE DETAILS I WOOD . CHOR, SEE NOTF 1, 8 illET I i jA 1/4" MAX. GROUT. SEE NOTE S. SHEET 11 T 1318.7 NOTE 3,-- P�ll — OPTIONAL DOORSILL (SUBSILL TO WOOD) No. 58705 STATF OF 16;1 cm: 16SLP . .... . - j WZY141IS171 A. L�U 4W5 0 ff E FL P�E.# 68705