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HomeMy WebLinkAboutNOASCANNED BY NOV2g1419 St. Lucie Count p"St. Lucie MIAMI QADE Y St. cu9eC�aRm'C' • PRODUCT MCO T A SECTION DEPARTMENT 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) www.miamidade.eov/economy CGI Windows and Doors, Inc. 10100 NW 25m 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 (AHD). 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 "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.IJS.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers 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 NOAH 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 Expiration Date: September 22, 2020 rt Approval Date: December 21, 2017 flalla 1 Page 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. 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 02/02/10, with revision C 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) 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 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 03103/15, 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(M 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 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. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOANo.10-0510.11) Manuief Pg ez, E. Product Control finer NOA No.1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 M M CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11116. 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19114, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Miim er P.E. Product Coat of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25115, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11118. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), with FBC 6m Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 I OLD. (IX. UM 20 9/10- ** MAX. A HEAD/SILL 4 — 11 II II 11 II � 11 II 11 B II II II 4 l u II C 1 II II II 4 47 7/16- m0 Z n %r �yM p Me =N~LL OWM O p bno� U. Qbmsp FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WON. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MMMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 21314 (6TH SOWN)/2017 (6TH SOWN) RORRA SUBDINC CODE INCLUDING HIGH V3..0GTY HURPoCANE ZONE (NNHZ). 1BY OR 23Y WOOD BUCKS k BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND WSMAUM ADEQUATELY TO TRANSFER MPUM PRODUCT IDMS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION REBWANT. SPACED AS SHOWN ON DETARS AND INSTALLED PER MANUPS INSIRIICtXIIb. SPOOFED EMBEDMENT TO BASE MKGJNAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE W.TERINS INCLUDING BUT NOT UWMI, M S EEYMI TAL SCREWS. THAT CONE INTO CONTACT WTIH OTHER DISSIMILAR MA A S SHALL MEET THE REONREMENTS OF THE 2014/2017 FLONDA ELDO. GONE N ADOPTED STMOWDS. THIS PRODUCT MPROVAL IS GENERC AND DOES NOT PROMDE INFORMATION FOR A SITE SPFCETC PROUCT, I... UFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRIh'NRE RECEIVING THIS PRODUCT AND SEA! NG AROUND OPENING FOR WATER INFTLTRATON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE MTALYZEU SEPARATELY, AND 10 DE REVIEWED BY MIIDING OFFICIAL. ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16' LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT A,P� nI'I N .70682 Ai w qY E 9 • 8 �• } RODULTRBVI4® _ y aamPIYtrBW10tlwGbALty - 1 •*� $ i� I: R t! Coda A .aeOmnce HO D76 iQ' lE6 -� drawing no. EkPva Du AiDa) ORDT;: � l� ",_s::,..... moo. W10-03 11 EaueL = tmmmis DEB[CN LOBO fJ41GSY - Par P GE DOLL BVCC Dws. 416W TUW''XWU' -' 5- TPPEE'8'9'BS' WOIH HF13Nf WONT HBOM W(f) IM.(-) W.(+) IM.(-) 19-I/B' 20-1/1' J]' w' 83-I/a. Be IB-VB• i5-1/3' so- 4B' 51-1/8' 15' 75.0 75.0 80.0 85.o 75A ]SU nU no )SA 75A 80.0 no )BA ]fiA solo 85.0 75A 754 BOB No 15-1/8• 10-1/1' S!' w• 53-1/8- 38-3/0• 18-I/a' 93-1/2' 36 w• SR-1/8• 37-3/0' 75.0 75.0 60.0 Bs.O 75A ]SA BOA 85.0 75.0 75.0 00.0 no 750 75.0 Boo as.0 76.0 75.0 Bo.O 85A 19-1/B• Sa-1/r 3]• 49• 9]-1/8' 50-5/9• 10-1/0' 15-1/R• as 18• 52-I/a' 49-5/8' 75.0 15.0 Co.O a" ]5.o ]sA 80.0 no 75.0 75.0 BOO no ]eA 76.0 BUD no 79.0 79.0 no no 1B-1/B' 16-1/- 3]• w• 63-1/9' s3' 1s-1/8' R5-I/3' 30' b• 52-1/9' a1. 76.0 75.0 800 no 75.0 75.0 Sao no 75.0 78A 60.0 BSA 79.0 no solo no 78.0 76.0 BUD M.0 16-1/w Rs-1/2' 37' 49- 53-1/s' ]8' 19-1/8' 15-1/1' 38' w' 52-1/8' 75' 76.0 75.0 MD 0.0 75.0 79.0 B0.0 0.0 75.D ]O.0 BUD W.0 ]SO )3.0 S. 65A 75.0 75.0 BUD BSA 1B-1/0' 28-1/r 5]• 45-1/2' 1B-1/B' 15-1/2• 38' b-I/R• �• 79.0 75.0 000 850 75.0 79.0 Bao no ]5.0 is.0 BD.o BS.o ]fi.o ]5.D ".a Bs.o WIDM tc 0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 tllmue =S WDOWS DMUN NBD WACRT - PR JDA"m IMS. BUCK DIM, mr.., Can, . TICKS 'gwe OY59 iRPE9 '9'Y➢3' MDTI g10Kf mm BS]UMJ..w.w.w 1M.(-) w..(i) 1M,(-) 1/B• 8'5R-I/e' )5' 5.0 )5.0 MD SSA4➢' ]0' b' ]6' ]&0 ]9.0 Bo.O 89.0RO-1/R' 3.1.']5.0 33- 1 b'5.085.0 05' R5-IM• 31' 38' B4'5A A0 ]So WA 69A )5.0 60.0 0.0 ]A0 BOA 650 SA ]5A BOA a9.0 UNEQUAL UTES (ORIEL TYPE) li'ttp. aucK DIMS I W A FLeNLF FaeMF I FIANCE DIMS DUCK DIMS EQUAL FRAM BUCK DIMS FIN FRAME / 11ii DI1CK DIMS rROnDuU IwAnsm plYuigxiNBS Plmide FFJ,QNNN �IlLANG�OJ AftE.-CnR COM nemPlmca lbl • OIB.EIE nun Dme Z FlAN9E DIMS --I _"1/1 un. aA� to 7 0 U 2 C 8 s ^ 3 LO 9 00W N c CZ�.. 30 J,2 `454h 5 o$g4� • 0 5 O All drowing no. 3. W10-03 Bheet 2 of 9 -r 1/8- ANN. GLASS 075' Intedayer $aOex CP WN PET Core R'Eastman Chemical Co.' 091 hdedoyer Scrlex Cleo, Ad Colo, Glass Byy 'U.Innon Chemical Co.' .090' InLedayer SenlryGlas 0 'Nuro,oy Amedco, Inc.' .090' Intedayer Trosifol PLAN By'Kuromy Amerce, Inc.' Lu ffi{0 1/8' ANN. GI E SILICONE N1 GE 1200 3( DOW CORNING 099 / 1 DOW CORN No 895 O (II N4 AT 1/4 POINTSON LI1E5 WIDER IILVt 36 OB' GLASS TYPE 'A' 5/I6- OJERALL LAM. GI (L.M.I & S.M.I.) AM. GIA59 .075' Intedayer Sailax CP With PET Cora R'Eastman Chemlcal Co.' .090' Intedayer Su ex Clear And Color mass By 'Eastman Chemlcal Co.' OR 1/4' AR SPACE .090' Intedayer SentryGlOe 1/6- ANN. GIASS 0R 'Kuwroy Amedca, Ina' .090' Intedayer Trosifol PVB By 'Nurvroy America, Inc.' 1/B' ANN. GLASS SIMONE GE 1200 1/4' AIR 1/8- HEAT SRLEN'D I DOW CORNING 599 u N1 DOW CORNING 995 XL HOE SPACER �I ST. CEEL BY 'CARDINAL' OR 0 DURASEAL BY 'OUMEX' G OR „, E9 SUPER SPACER BY'OUANU' WkC M4 AT 1/4 POINTS ALL SIZES g AlffLpSgTSSTpe'AlFe&LSSS TYPE 'Al' 0.70' WERALL INSUL LAM. GWS (L.M.I ONLY) IN ORDER M OUALPY FOR SNALL MISSILE IMPACT MTNG EMERIOR PLY OF GLASS TYPE 'Al' & '81' MUST BE TEMPERED. F a HEAT STREWD GU55 .075' Intedayer Soflex CP With PET Co. By 'Eastman Chemical Co.' OR 090- Intedayer Sol. Clear And Color Glass By 'Eastman Chemical Co.' OR 090' Intedayer S.rdGGlas By'Kummy Americo, Inc.' OR 090' Interlaysr r000l Pm By 'KUm,ay Americo, Inc.' 1/e HEAT WEND GIASS SILICONE GE 12M i. DOW CORNING 899 DOW CORNING 995 WO / � M4AT 1/4 ON LIIES WIDER THAN AN 36 J6' GLASS TYPE 'R' 5/16- GYERAL. UM. GI S 1/8' HEAT STREN'D GLASS .075' Intedayer Sall. CP Wth PET Core R'EaeMan Chemical Ca: .090' Intedayer Annex near Ana sear ranee BByR'Easimon Cl Co.' iPACE 090' IMedaYer SentryGlac By'Kummy America, Inc.' ASS .090' Intedayer Treeifol IM By 'Kummy Amedw, Inc.' 1/8- HEAT MEND GLASS SILICONE CE 12N 3 NI DOW CORNING 099 s I DOW CORNING 995 I j %L EDGE SPACER li. ST. 51EEL BY 'CARDINAL' BR O ORRlSFP1 BY 'OVANIX' a OR 17 w E9 SUPER SPACER BY '0UM'IX' N4 AT 1/4 POINTS ALL SIZES GLASS TYPE nil 0.70' 0 E INSUL WA. C ece PRODUCT REVISED aeNYhewhhWelflod� GaldivCade EseW�61F:xPim4D EY Mi r is 7 r, e 23i7 OF o ! e e ? drawing no. W10-03 eheat P t FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. APPROVED ANCHORS ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY OGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'TTW(Fa-125 KSI. F1-100 KSI) 1/4" DLA_ ❑LTRACON BY'EICO' (Fo-1A KS, F,155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) f)14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM! 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL. IN CONTACT WGH ALUMINUM TO BE PIAIEU OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN, WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS is = 3000 PSI MIN. C-90 HOLLDW/BLLED BLOCK AT ,LAMBS V. - 2000 PSI MIN. PRODULTRBVISFA \\U1❑IIIIIIYI wmplyiag wiW @e Hlmtla \ en9em9AlID11,00bcm Mary,eEkp'Ni m, z 0 a '°+` HN 0:o� o G i'n w f7 'o �1H 00aop 0 zy� 46;2 TIC ]rawin9 no. W10-03 9 11 FLANGE & FLANGE ADAPTOR FRAME 1/4' HAN. SIM BUCN ,„�,,, ,A' W. SHNS ay.V % Oca I Z s wpI ANCHORS SEE ElEV. ziTrracAE SB 55 IWcxORs SEE M. MR SPACING , FOR SPACING FLANGE ADAPTOR FRAME QQ E 2 A yy METALMIRE — — 4�o�°RC Du�iF SiRU .1 1 4' V " � Q IE I 0 EXTERIOR 1 r IS MX 1 Et Q�imf� D.L OPa. O o w r 1/4' Al9f. BUCK WIMN 1/4' VAN a [A S J I SKINS SHNS 3 C m 1191C1LCN O TYPIg1 ANCHORS MRSPIGWG ..a MR SPPLYND y w �� Q LL ' it/ O ONO 11/4, C 3 M „ wooD C Z .. WDCD SIRUCNR IB �i p U E WI BUCKS 1 N � O lb NWII—OADE COUNIT c�Fj o I S R 2 rr@ PMROVWfODN AHGIORS SEPARATE NOA 1/f' TM. O m e� g g g BUCN WIMH BUCK WIMH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND @ - R _SEE FIANCE ADAPTOR FRAMES. PRooucrnevlSm mmdYiON wimthrFteW swiO ^iy Rp t I — Bm�reeoatum 7040 �� PJP9....... 4 AY mi WaRodu[I a, B C drawing no. TEOF /14 x I• m. MS. Og1aO��•� W10-03 sir ONAL E �� wheal 5 of 9 Ir III IIIII • Ier FOR`PAcwc°R5 EQUAL LEG FRAME 1�V 3 SFE M. METAL S RUCNRE WDOO BUCK • _____ _________ _ o .. IYPICAI ANCHORS r ________ _ _____ ___� DODECON- APPROVED ij Z ? 3 MWAI- d n a s MR SPOLINC QQ EDGE 3 MUWON k NUWGN A 0iH rC E DIST. 's p �s� I SEE SEDNNIE N0.A II Im• S d �' ; • \ m \ I j EDGE DISf. I I � 6 1 os . ••. c ane .a. L 1 _JI ET \s Oyz SIM ANCHDRs sm1YRMBUN. ANCHORS C & K Y2 SEE W AO SEE E AC 5 1 p o � FOR SPACING FOR SPAOwC 0 yy TYPI0M ANCHORS MMMI-ME WMW g FEuv. CCII � FOORR SPAEIxc AaPuovEo unNaoura U. o a sFPARAIE NM S loll 9 9 1/a' MUL BUCK W1D1H BUCK WIDTx / � sxws IL11I1 BUCK M'01H Q MCK Onom TO I � i it rF___YT � g EGRESS LDCN 1 I _ uj AT SRL OIllluRl�ll,J� Q a if w !fa XI- Dl sMs. ; I111 a d o3 W G2� EQUAL LED FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES ! 1 WITHOUT THE NEED OF A WOOD BUCK. Ail .IP,�e F 22 3/8' MR. EG i A 2 3/B' MIN. n',. a.. d .�! i.'8 fll• b m ANCWRS m o p H m gl M9 O \ PRODUCE RHv19F0 MR SONG oo f m •s m C' \ �`` .ps wm'Co la wIMU1L FImid. ` BmWa Dl \\\UIIIII PdP•,D........�tsq _ L E2 .� Eyieadon Dsle .`�)!"Jae '••`� g HY, _ s Affi�nt W.P.mmt Na OBB2 $ WHEN USED THE MIN. WOOD BUCK y 3 DEPTH SHALL BE 2%". THE USE OFDEEPER OR **�Da 'Ayy*qq� EOGF Dim PERMTTED. BEVELED WOODBUDKS IS %r bTAIE OF •'A(/`� drawing no. ' .. 1YPIGU ANCHORS YYY ". SEE E1EV. • IV f TOR]PALING •'•ROR\DH�+ WOOD BULK EXTERIOR sc z D49.L OPC. � �m z Q P$ S K .._SCREQ:S OPRONPL .._.._.. _.._.._. AMT _ II MH VRIf HE1GM §�R Et5 1/2• MIN. DP BUCK HDDM DB 1/2• MIN. 1/4• - 1/4• MAIL CPP i 1 1/2- 1/2 ei 1 0 O p 9 O g wo Z A S Ipm, O 8 f O O O � A C o r .� gPD'yc € P, v g � s � Ili z a J. ^wlslons: a az-oz-m SERIFS SEMINEL 110 ALUM S.R WDW. (LN.L/S.M.L) AL-FAROOQ CORPORATION escrl onCCI Windws and Doors, Inc. S� DR SUIW=0PMIV e Wm.t. wotimm xN iBRrvE, 3uRE zzDA. b(. C OAIetS IM CI0.Y4L 1X646Fi 10100 N.W. 25Ri STREET MWMI,FtpRIDp33193 (CAN. 9938) .MIAMI, FL 33172 ]¢.(east xe4elaD F,`X pms�2es9sV oKk M SEL (}05) 595-9590 IAC (]05) 59]-9592 COMP—PNL W1D-03CGI P ia/, � F N E S S S S S S S S S S S S� S p� g ,J• a Q P C ii .m. �y 11 1 I � m�o389w&YEH�S� 1 1 1 I 1 I I •Ci I� i���£� 1� F p� i� O O •i' r N��$ o O N� � N r % �J14�I ; F �3 F m�� ✓A F m � tL m ESSoSoSSSoamgmE� Y Y l u l y l m �YS: m 9 2 p e A Z Z m $ EE� z z i z z i s on si a SS 3 v o .9L . 'may`' @ •p�: nfl�=M m SERIES SENnNR 110 ALUM S.H. WOW.AL-FAROOQ CORPORATION aCGI Windows and Doors, Inc. N "i P1o°um °2veanMEW 9'3s°sunaar°RIMSURM=D10100NW.25T STREET mu 4SMRIMM1� (cax. 3538)MIAMI, FL. 33172M. (309) s93-as90 FM. (3M) 393-5392 CAMP-PNl W10-a3CGl cnIonwancaetrosmroaol+recunsrias¢, ro s9,� la m 7 3 ; 7 ■ § O t/� k § t § m � § ; V2- § A § !� 3 | � 2 § a� ) ! ' \ \�� |!|sENnN .ee�S.H. me , __,�_O_�m _� __m Inc. STREET c« SCANNED BY St. Lucie County MIAMI•DADE NIIAMI-DARE COUNTY, FLORMA o - PRODUCT CONTROL SECTION DEPARTMENT 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) w .miamidade.aov/economy 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 (Tn 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 "Sentinel 120" Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMFDADE COUNTY ,..., , `pl2r'''1 NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-010.12 and I S-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed 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 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, 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 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. (Submitted under previous NOA No.15-0512.0S) 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 project out window, to qualify DuPont "Butacite" PVl3 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. (Submitted under previous NOA No.15-05I2.05) orge n Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNmwm) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(D 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. (Submitted under previous NOA No. 15-0512.05) 5. 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) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel' aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 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.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04125/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Produ Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. 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. 4. 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 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5tn Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510. 12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Profluct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Interlayer" dated 06/25115, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09107/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5111 Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. �11orge M. Plasencia, P. E. Prqeuct Control Unit Supervisor NOA No. 17-0913.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 FIANCE vnDTN _ B• MAN. GLL HD/S A O D 9 TIP. STILE '- `MfG. E 11 F II F 1Nr 13w �x nG N J II It -R II B 1 II D 11 5 S (SU FF E IFFLIE7 J2 7/8" 32 ]/A' AT CQfRA OF N�j, D.L OPG. OPD D.L. OPO. F06D OR OPERADU ABOVE >D" RINEL AT HUD/SILL FLANGE & FLANGE ADAPTOR FRAME rill Ail AI BUCK WIDTH S 1/2' MAIL S' MAIL HEAD/SLL At u7c. STILE CI I ------ II It II E 1 Ij a p _____yl_ n II' BI IF II f�l I II min EASE INIONS (g wmm i,umAL !2 J/B" ]2 J/B' ADDL N1LlI0R REOD. AT CIXIFIi OF ALL PANELS D.L MC.F D.L OPG. iT%ED DP OPERIBIE PROVE ]0" PANEL MTHI AT HEAD/SLL EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING ENO) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CRAFTS SHOWN ON SHEETS 2 & 3. APPROVAL AVPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG WTTH OTHER MMAII-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM YJINOOY/S OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTDM. THIS PRODUCT PAS BEER DRNNED AND TESTED TO COMPLY W11H THE REQUIREMBUILONG OOY INCWOING OF THE 1HGH VELOUTY N/2011RWf/NE ZONE EDITION) 19Y OR 2BY WOOD BUM & BUCK FASTENERS BY ORRRS, MUST BE DESIGNED AND INSTALLED ADMIINTFLY TO TRANSFER MPUED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SIIAM BE CORROSION RESISTANT, SPACED AS SHOWN ON DULLS AND INSTALED PER AMNJFS INSIRUM NS. SPECIFIED EMBEDMENT TO BASE WITERILL SPILL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION NCRDSE IS USED IN DESIGN OF ANCHORS INTO 1`1000 ONLY. ALL SHIMS TO BE HIGH IMP/CIF, NON-METALLIC AND NON-COMPRESMISM M MIALS INCWDING BUT NOT UMITED TO STEEL/MEML SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR M4TEFI SHILL MET! THE REWIREMFMS OF THE 2014/2017 MCWDA BLDG. CODE & ADOPTED SFANOMOS. THIS PRODUCT MPRWAL S GSNSOC AND DOES NOT PROVIDE INFORMATDR FOR A SITE S MRC PROJECT. La UM SAFELY OF THIS PRODUCT. ADEOUAM OF STRUCTUFE RECEIVING THIS PRODUCT AND BULNG AROUND OPENING FOR WATER iWURAnON RESISTANCE ETC. CONDTIM NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED Of BUIONG OTEICML PRODUCT REVISED ea mmpl in with No Mild. BRRBIne �� Nou-Na 17.0978.09 1 a01 don oaf 092212020 BY �� MIDml; $W Pmduct Con(ml INSULATING LAM. GLASS LARGE MISSILE IMPACT All,ll II II liniM W10-181 7YPIC6L ELEVATION tll• ifD' ��� o d g O m 8 8 zF IL g U O ty71 M IL C Gu Q fNr iipWm cy O �e� od�g a an� D aW�� qO l vANFu °o ti A o xs o a VExf WIDTH vExl 0IDM o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME c i4+N Do g oss Ey;y; L di PJpO.. ...CIfgQ . I PRODUCT REVISED Z 'JS pIY1 .10 Ne Fl.dda 705gT = a, 6uWag Col _{,L ifr= a HDA-No. 17.0918.09 Eapinoen Dam 27J2020 aF '• droning no. DF �. • m�,�, wio—is ,sllr WDTH FIN FRAME Nmm u ...I �:i �OlyAlt AA g hHeetl lot 11 iWIGE NWM e' HFAO/SILL I M. A C MTC. STILE 5 S - II 11 II II F ' E 11 II ii F h� I II II n n II II _JL___ -lr -- II II II �I S 11 II 'I 5 II II I / / 1 FALSE 411NN5 (91PFACE AIWMED) T4 1/2" - 'dDIX. INCHOR PE00. 49 S/e" AT CEIIIER DF ALL DP11CtLLL D.L OpG x%Fll Dfl OPDUBIE D.L OPo. ABDJE M. PMIE1. N, TD• AT xFw/srtL DUCK M'ID1H HFAD/DILL 1yp, HFAD/SILL AP STILE �^ `MTG. { Q II F n u n F n yy1yi III � •� n o l u n n n n u D n n t FALSE MUNIINO (EURFACE IPPIIEDI 49 5/B" DL DPG Df'l10 DL DPG T0' nANCE minx r HFAD/SILL Al 1M. SIRE � 5 EI 11 F 11 II 11 II II II F ' II � I 11 II ��'� ' P, 11 II 5 N II t FALSE YIINIINS (SURF T4 1/2" /dR. M'MOP PE➢D. AT CFDREA OF ALL PMlEIS aMPllm) D.L DPG. D.L OFG. F9DD Dfl DPFPABLL ABOT b" vu+D. w9rxs TS" AT HF/tl/SLL N r __7 L _ DESIGN LOAD CAPACITY - PRE (XO OR OX SIZES) PAANGE DIMS. DO" DIMS. STD. MEG. RA¢ B.D. RIG. RID. GLLt9 MIS 'I'Y'M','B'Y'91' VMS TOE '0' I.". W0M HDGHI MOM HEIGHT 6 (+) I IM.(-) FM.(+) INT.(-) 26-1/Y 5}1/5' 74" 26' 25-1/2' M' 62-1/8' 7Y 26' 55.0 55.0 ..0 90.0 65.0 50.0 9D.0 fiso 60.0 90L mo 80.0 90.0 26-1/2' 3Y W-1/w 7C . 25-1/2' 36' 52-1/8 73' 37_3/6.65.0 45.0 80.0 80.0 BOA god 0.0 BOA 90.0 1M.0 0.0 BOA 90.0 26-1/2' 1)' 53-1/B' 74' SO-5/8" 25-1/2' SI-1/6' 73' 49-5/8' 65.0 NO 90.0 0.0 BOA 90.0 65.0 60.0 90.0 6S0 BOD 90.0 25-1/2' 37' 03-1/0' 74' 63. 25-1/2' 36' 52-1/8' 73' � NO 800 90.0 65.0 0.0 80.0 90.0 85.0 65.0 00.0 90.0 60S S. 80.0 9G.0 C 1 -0 OPERA9NG VEMR TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN WAD CAPACITY - M (KO OR OX SUES) FLANGR DIMS. BUCK Dw. m. =. 1WL H.D. LTC. RAU. R31. LTG. RLLL case war, Y'YLL', Ta, Cu.S RP® 'B Y'Bl' Guss TD'E 'C a'Gl' WIDTH HEIGHT MOM HD6M 55-3/4' 0-15/16 e}I/r 25' 5F3/4' 7-15/16 82-1/2- 25' 65.0 0.0 50.0 90.0 mo 85.0 0.0 0.0 60.0 90.0 65.0 65A 85.0 SSO 60.0 950 85.0 65.0 55J/4 8-I5/1 EI-1/2- .18-d/8' 54-3/4" -15/18 82-1/2' 37-31W 0.0 0.0 80.0. 90.0 860 65-0 65.0 MO 604 m.0 BSA 65.0 65D 0.0 50.0 NO 65.0 65.0 M-3/4' 8-15/16 RI-I/2" 50-5/0' S4-3/4' -15/I6 82-1/2' 49-5/8' 0.0 0.0 a00 90.0 a9.0 65.0 - - - - 65.0 610 - - - - 61.0 85.0 55-3/4' 8-15/10 e}1/Y 53' 04-3/4' -t6/IB 82-1/Y 82' 65.0 66.0 BDO 600 65.0 65.0 - - - - 650 65.0 050 6}0 H11-G OPERAi NG VENTS TO BE 1/3 OF THE MNOOW MOTH 'XO OR OX' DUGH DIMS X' TP. 6uCK oINS FLANGE FRAME Frnd F. ANTE F E OMS E4 KD. MTG. RAIL• rLFy� E4 u H D MTG. RAIL• r 6ucH Dons Fl ANGF ADAPTOR FRAME FLANGE DNS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED omr g, wiN Me Fl9A8a RWidin9 96a HOA-No. 77-0918.09 EWPD9Eon Da/ta 09/2212020 DY i i�f/ MI.PDO )f-0ra6act Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Zt 0 5 n r � C °o�GIrWy i� O so$ 0: LL � SZEm� Q WNf' W10-18 N N DESIGN IAAD CAPACITY - PSF (YOY SIZES) STANCE DIME. BUCK DDL9. SIT. ME SUL E.D. ITIL. SOL QAD315019 'f!'!1'.'6'A11' QUO TYPES 1' A 11' WIDTH HEGHT WID7 HEIGHT E%L(+) IM.(-) EM.C4) INT.(-) 74• 100-1/4' ill' 26' 73' 105-1/4' 110' ss' 65.0 g5D 80.0 90.0 0.0 65.0 Sao 90.0 65A 85.0 DOA 90.0 74' 10g-1/q' 111' 38�/6' 73' IM-1/4' 110' 37-3/8' 65.0 65.0 80.0 1 90.0 W.0 65.0 .0 Gip 65.0 0.0 7a' 106-1/4' 1 ry' S0-5/0' 73' 105-1/4' 110' 49-5/0' 65.0 &SO 0.0 65.0 65.0 0.0 100.0 65.0 65.0 ..0 N9OD 74' -1/PSO.IM-1/4' 73' 110' 62' 65.0 65.0 61.E 61.6 80.0 60A 60.0 fi0A 11 (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSF (YOY SIZES) FLANGE D. BUCE DIME. m9. MTG. AUL E.D. M. 9AD. H.D. MYG. NAIL GIAd TYPE TN:'M'. Vol, DUBS t'YPgs 1' ! 'Bl' GIL4 MIS C' 1'01' MOTH HEIGHT WN1H BROW DR.(+) IM.(-) ENT(+) IM.(-) EXI I+) IM.(-) 7e 101-1/4' 111' 26• 73• I(Yi-1/4• 110' 25' 66.0 65.0 60.0 90.0 05.0 65.0 65.0 65.0 NO 90.0 65.0 65.0 ORA 0.0 BOB 90.0 65.0 65.0 74• 1DG-1/4' 111' 30-3/0' 73• 105-IIV 110' 37-3/5- 65.0 65.0 60.0 B0.0 65.0 65.a 65.0 65.0 80.0 90.0 65.0 MO 05.0 G5.0 SMO 80.0 65.0 65.0 74• 106-1/4' 11Y 50-5/e' 73' 105-1/4- 110' 49-5/6' 0.0 65.0 80.0 90.0 0.0 660 - - - - 66.0 66.0 65.0 0.0 74' 106-1/P It1' 63' 73' 105 I/4' 110' SO. 65.0 6" 80.0 W.. 95.0 65.0 0.0 65.0 - - - - 65.0 65.0 (1/9W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xOx. A- ttP. BACK DIMS A. TYPNP. BUCK D66 RANGE FRAM EQUAL F FRAME FILINGS DIMS E5 E4 CD]] MTG. RAIL_ I H L.D.MTG. 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FML¢ saes -Ts al ExlrswEx E18 CO-114 SILL SNM W B09]-M CGI EXrtiUOFli E19 C(i-118 4LL illlfR 608J-T6 CEI EIfhLOER ERO CGFtf6 FRWE JAMO 6083-T6 CGI ExIMUOLA E21 Ctl-11J HD IACK P.VL 608YT6 CGI EMRUOER E92 Ld-1JR - 1F FPAYE 66L sO6J-T6 CGI FMRUDER E23 CD-103 fROM iVNGE ADAPIOft 80fi]-TB CGI EXfPWOFR YI COaB2V - CL111M1G BIM1B WfIL (WRONETEA )9-e0 $K0.iE A) PrC - Y2 CCI-111 $CNEYI C0.'fR (OP80NAL) PVL - YJ CGI-112 ! O ANCHORS ED1N1 lEC C0.2R SKY PkC - HI 0.)CO' % 0.040• BEN) GE1100 SILICONE 514CONE GE MS D.)CD• %OLIO' BFM 00]1 995 SWCONE OW! Ye - O.]CD' X 0.040' BVO OOW 899 SBXDNE OGW M - 2/ YIE SETIWC BLOCK EDDY DUROMETFft eOS9 SIpflE A 1yg _ - gI01ELRD WPM WATEWRCGFWG OP EWN. Y9 684 ROLLER TRACK PYC - YIO [0-129 2 PFR SASN ROLLER HOUSWC NttAN - Y11 WEJ201NO KLE NBEH CFMER iW WOW UIRNPAR OR EWN. N12 CGI-129 1 PEP 5A91 EGRESS LOCK NUM. SULLNAN Y1J CGI-iJ1 ]PER SISH HWOLE f4h DID GP MtON NkN N14 J91-N 1 PER SASH ANiLLIIT DOCK NnON YkN 41J OPIPJNAL IFIYWIAtED POW >D PPI - - MIS CCF134 JANe SPACER PVC PW]TOIYPE O0. EWN. YI] ASO)]MOta3 1 PIX WO. flJl LOCK ZWC IW1M OR EDLY]. MIS CGF112 NER N0. 2• 50.91 SIOP PVC PROFOTPE MIS CGF-1It o iR HFM SCREW CWFA PVG PRORITPE Y20 WI-125 2PER SASH SASH CAM (B/i flOANCE) MlON NWM YG2 VM16 NI-fLD WEEP COVFA9 PJC AN6WRY OR FAl11V 52 2 tlt J PER COPNEA / 10 X 1 1/I' tE PNL Pk SYS. Sf/SF. ASSEYWY SCREW - - S] - 1 1/4• E4eE0. / 6 % 1 1/2• Lc. PfB. M. S6. FW ANCHOR SCILLN' - - 54 _ 4 PER M. j 0 X 177 PN SNS. SI/Si BNAVCE BROCIRT SCF£W ss 2 PER M. / e x 1• Lc. P1L sMs. sr/sr. sPlRri e. AssEueLr - - $e - - f 6 X 1/2• LG. M. 96. O CGI-1JJ k CMI IACK - - S6 - ♦ OM. FNL % 10 % 4• W. PNL. PR SYS. SF/ST. ASSFYBLY MELTNO RNL - - 59 2 PER ANRMET / 10 % S/e' W. PXL PK SVS JT/Si. AM14R SCREW - - 2Rb 2M0 R90 z1m z 705 O50 ttP. 705 050 TP. 1.ssD t.saD .L O -� 3 n ' 2. IT, W5 j1P, i.em 2ae t3D, oes jyp, 1 0 1.007 .Bs+ ---III aeR III--- F F gn n a 5/18' CVSING BFAD O J00' GLAZING BEAD Lass c g d � `� V e alu 1.155 1.135 ttP• � O E1J FLANGE I.O15 FRAME HEAD O FLUSH IRIS FRAME HEAD fasa .JRS fR MEETING RAIL M° FIf NAIL FIN ADAPTER 1.MIS 100 1,411 1 zs3 .asar .DSD 085 1.R13 � W �� t155 O FLUSH FRAME CODER O SCPW COVER � 0 1 O x Q � LLZO Q a g o C 6 Fj a 1.015 t.lb 1.015 1.1♦DIW. f.709 065 1A13 � 1.110 O 4.0.10 3.995 .065 T(P. 1.5 ].aJD 3.185 065 •IYP. 2.999 1.U3 OLOCK Ml. .eBO E19 SILL FILLER y G d m y l n 1.79s u0 w $ oo 0� M t E 2A10 1a10 sssi .050 �! I a %rt•Io N^m FLANGE FRAME SILL O RUSH FRAME SILL 1.015 005 �,p �-.�1 2,310 1320 m O FLANGE ADAPFOR d a C_ 3 0 3 Z �l - $—,! —m [-173J �zm fAu DB! 1183 IYP. TP. Exf ALT. LOCK RAIL 1.892 2.W5 2.913 2.505 Z613 kk 1.015 TIP. g PRODUCT n9REVISED Bui1E10yP1>'Ing with the R.rf8.09 17-DS19.0S 0 n w € 4 4 1.000 .(Ht ]S32 a00 .99f 2.737 ,9 FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) ftpI.H.. D.t eapimunw oma /2212020 By_ 611am 5tl De a 1.M3 ,911 .BI1 .. a n , - g IS 8 Ee RAIL e� .085 TP. 15f13 .085.500 *1022.605 drawing no. ., OF � I FLANGE FRAME JAMB (FlXED) FI FLUSH FRAME JAMB (FIXED) O S15H RAIL 7P1i �HAl�,1 sheet 10 D111 I" 10A r'1 m PRODUCT REVISED 23 ccmp'&g M Nn Flodd2 Noq-No.GOo I . Pxplm9on Onto 09/22/2020 Op n § By Fi 2 Lrr ° 0 oE�� OoM yo � Q 06`G`p� D: cc ud "ba W10-18 S SCANNED BY St. Lucie County M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT 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) www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25thStreet 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 "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. A%SILE 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 NOA# 14-1103.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0117.01 MIAMI-DADE COUNTY Expiration Date: September 22, 2020 ,...�. , Approval Date: March 01, 2018 F:21:2-3) !8 Page 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.14) 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, 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) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. RTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Pe Product Control E iner NOA No. 18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 ti S CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel Pe .E. Product Control x finer NOA No.18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-2 4P CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 28, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their Series "Sentinel' Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on 03/05/15 and expiring on 09/22/20. Manuel Per .E. Product Control Exa ine NOA No. 18-011 . 1 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-3 I— y 1.006 1.000 8� A.000 D.TI00 zsoo I� An ttP. F .125 128 TIP. 1 X 2-1/2 STD TUBE 1 X R STD. TUBE 6083-TB I X 4 STD. TUBE 60 0-TB 6060-76 SERIES SENT UN IPP D A MTNUM MULTiONS WINDOW FRAME MEMBER INCLUDED -IN -PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIOING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (67H EDITION) FLORID& BUILDING CODE INCLUDING HIGH YELOCYIY HIIRNCME ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUUJONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER WFlLTRATION. FORCED ENTRY RESISTANCE SUEGWWDS ETC. 1BY OR MY WOOD BUCKS & WON FASTENERS BY OTHERS. MUST BE DEIGNED AND INSTAllED ADEQUATELY TO TWNSFER APPLIED PRODUCE LOADS TO THE BULDING STRUCTURE ANCHORS SHALL BE CORROSION RESISIAM. SPACED AS SHOWN ON DUMB AND INSTALLED PEA WNUFB INSTRUCRONS. SPECIFIED EMBEDMENT TO BASE MTERML SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN CMIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPREMIDLE. MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS. THAT COME IWO CONTACT WNH OTHSR AR DISSIMIIMATERIALS SHALL NEST THE REQUIREMENTS OF THE 201J FLORIDA BLDG. CODE & ADOPTED STANOMDS. THIS PRODUCT MPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. is. Ua SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEWNG MOUND OPENING FOR WATEIE INFILTMTON RESISTANCE ETC. CONDRIONS NOTSHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE RIMMED BY BUILDING OFTICML THESE MULLIONS ARE RATED FOR LARGE &SMALL MISSILE IMPACT you (0 0 CQt t n 0 Ra a� JAN052D!D °°<ssggc INSTRUCTIONS: < m •+ USE CHARTS AS FOLLOWS. 1\111111I11j DETERMINE DESIGN LOAD REQUIRED PER ASCE Jkd� STEP 1 FOR PAATICUM OPENING. 11HODUCTREVISFUySTEP 2 USE CONNECTION OF WINDOWS TO MUWON AS PER Duild'mB CMePRODUCT RTS OJN. A� uiw /8.1�oUSNO CH.VRS ON SHEETS 0 THRU 8 SELEOT MUWON TIDE STEP 3 MD ANCHOR QWNIRES WRH DESIGN MMG MORE TNMRTXE DESIGN LOPD SPECIFIED IN STEP 1 ABOVEPMUST 0¢4ORS CIXCEEEDCGNEQUIRED UCIDS.DOWS AND MUWON.o:?� ... �:�6 r 1E OF MUwaN (AT WINDOW R E) F(ANOE,T AFLANGE ADAPTOR AND FLUSH FRAMES CAN BE 'A' FOR SEE CHART 'B' MR CWACRY SEE CHART 'A' MR CMACRY� CAPAtm USED ALL MULLION COMBINATIONS. / 1 � wi I ws -J m n�IJ IJ IP EMERIOR S.H. TO S.H SEE CHART -9 FOR WACRY� l� J� 'F—UU ;'F-L^LI E% ERIOR H.R. TO H.H. SEE CHART 'A' FOR WACRY� IES MAY EE GE OR EQUAL LEG tt E SHEEP l FOR FRAME DEENLS WIDTH (W) - wl + ws 2 �l ID s pl) 4,w APY. IW FImkW Du wm w1 la_1 w2 o.�=im lB• I D,1 E. INe ari JAN 0 5 201D a 11 T. o F fFFd O O M Otttt 0 aaOap a 01 p 4 LL z'^ ' .SBsi 4 622 E%fFRIOR �• D s: 6` .� drawing no. P'a M10-01 DDIDOD DNS. I nrul ME I NULL ME 3 1 X 4 28-1/2' 49' 80-5/B' 90.0 90.0 90.0 00.0 0.03)' E 8I 90.0 90.0 ]B.B )&9 W.0 00.0 76.9 78.9 90.0 20.0 19-1/9' 26-1/2' 37' {91 5}1/0' 53' 90.0 90.0 90.0 904 ]4.] )4.] 90.0 90.0 59A 69.8 P46Z 0.3 00.0 52.2 52.2 )0.] 00.0 50.9 WO 60.5 0.0 19-1/8' 26-1/2' J)' 49' 5J-1/0' 75' ]).5 WA 81.5 90.0 591 E9.2 601 80.3 4S1 40.3 I 0A 60.4 37.0 39.0 39.0 3'2.0 49.3 35.2 ]].5 37.5 J5.2 47.0 19-1/8, 26-1/2' T' 49' 53-1/6' BS' 57.0 68.3 W3 57.9 )).] 416 511 Ella 42.B WA 31.7 0.0 40.0 31.7 42A 215 332 ma 25.5 34.0 24.1 31.7 31.7 24.1 321 19-1/0' 28-1/2' 37' 49' BID. 4&7 64A HA 4&) 0.0 35.2 4].) HA 39.7 4].] 26.5 35.3 371 26.6 35.3 21.1 28.2 30.7 21.1 1 2&2 19-1/8' 20-1/2' 37' 95' 1 0.0 0.4 59.8 0A 514 213H.B 293 ]9.1 1 21.6 1 28.9 34.3 1 21.6 28.9 NOTE MULLONS RATED IN THESE CRAM WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SUDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) a w1 z Wz FLANGE OR FLUSH FRAMES CHART 'A' MULLION WINANY solo. HORGmrtAL T G11 WAD CAPACITY - PEE 4 v T � i WmINKADON SLIDING Of SMES ON SNGLE SENOHEL HEw9 w9mwS ON V11DOw DN9. FACH 1 ANCHOR AT SIDE Of YUWON 2 Eetll ANCHORS AT SIDE Of W WQY Z q I l r Pq. pp 0 3 OM�"@ tit 0�y�9 a ROR a 1q9 C y O Q O d pQ Aar § Z G 4(� m F C s UMME 1 X 4 BeDill (W) YYLL SPAN WLL WOE 1 X 2-1/2 WLL TUBE 1 X 3 YYLL WOE 1 X 4 NULL ME 1 X 2-1/2 NULL THE 1 X 3 WLL WOE 1 X 4 90.0 24' M. 36' 1. 0' 54' 0' 0' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.9 90.0 00.0 90.0 90.0 90.0 90A 90A 90.0 90.0 90.0 90.0 90.0 86.0 889 $5.9 90.0 90.0 90.0 90.0 &BA 616 83.5 90.0 00.0 90.0 90.0 05.5 BS.S 0.5 0.0 90.0 90.0 Bolo 815 83.5 68A 90.0 9DA 90.0 90.0 24' 30' 35' 42' 0' M' 60, 60' 85.5 85.5 0.3 90.0 90.0 90.0 80.0 73.0 73.0 73.0 90.0 90A 90.0 910 611 65.1 0.1 no 00.0 B0.0 900 0.1 60.1 0.1 B0.0 9&0 Bolo 80.0 57.0 57.0 374 H.9 90A 904 55.3 65J 53A 81.7 90A BOA 90.0 s 0 3 ? 0 C „ 00 0 m rn C N ^ w aW.] 54.7 54.] 04.] Gob 90.0 BOA 'n.3 ]]A 24' w 36' 42' 0' 54' 60' 72' 6&4 88.4 08.4 ]].8 90.0 90.0 90.0 57.0 67.6 57.6 63.9 BSA 90.0 9D.0 50.7 50.7 50.] 55.0 73.4 90.0 74Z 46.0 0.0 0.0 49.0 65.4 90.0 59A 42.5 418 41D 0.0 60.0 85A 0.9 0A 4&5 0.5 421 561 81.1 Bolo 39.1 39A 39.1 01 11.0 78.2 13.) 24' 1. W. 0' SC 48A 57.0 rb 4&4 64.5 90.0 62.1 39.E 47.e 4).6 39A 52.7 90.0 {B.S 3I4V41.5 33.] 44.9 ]8.4Bolo81• 29.)2 29.) 39.6 GOB0.) 26.9 26.9 35A 61.9 24.80 241 30.1 56.924'312O Go. 321 H.01.2&1 26.1 me 61136' 22.21 22.2 29.6 51.9/F� nI I I I I I l - 'LIAR 45.5 4 510E Of YYLLS 9E AS PER WIDTH (W) - wt s wz FIN FRAMES 4 SLOE Of MULLS It AB PER NOTE: g REFER TO PAGE 2 FOR OTHER COMBINATIONS. yAGOUC)kEY19FD S 11111I92j u N6 HN m pD, n5«Pu6a 9a 01 �r,A .� ) . �cENep "y0 pp 1 EXPY0Yo0 Pete •0 WYD �� T 1\ ela warm _ i�srt_ �M a JAN 0510!9 09 ��Gi' aroPmB N9. sheet 3 of 7 A.. r1 lw CHART 'B' DESIGN MAD CAPACITY - PSP MUWLW WITH WNBLWTION OF SERIES SENGNEL 59161E HUNG WiNODFS OR MED TRWSON 11NEIOW DIPS. , ANCHOR AT EACH 90E OF NUWON 2 E/l91 WIOTN (w) MULL SPAR WLL TUBE I 2-1/2 MULL MBE 1% 3 MULL TUBE 1 X 4 WLL TUBE 1% 2-1/2 19-1/B' 26-1/2' 37• 49' so-1/8- 00-5/8' 90.0 90.0 90.0 90.0 90.0 90.0 solo 90.0 82.9 819 82.9 solo 76.9 78.9 78.9 90.0 78.9 70.8 78.9 90.0 I9-1/B' 26-1/2• JY 49' SJ-1/e' 63' 90.0 Bolo solo 90.0 )4.) )4.) )4.) 90.0 59.6 594 59.8 90.0 521 521 52.2 90.0 S0.9 50.9 50.9 89.4 I9-1/8' 26-1/2' 3T W-1/8• )e• n.5 n.5 n.5 90.0 59.2 59.2 59.2 78.5 46Z 46.3 45.3 59.0 37.5 0.0 19-1/8' 28-1/2' 37• 49' 85• BB.] 75.6 A0.0 51.0 53.E 40.0 41.4 Wl 1 W.2 90• 49' IB 1/8 28-1/2' SIB• CHART 'B' DESIGN LOAD CAPACITY - PCP YWMN WITH CONBHAMNI OF SEWES SENGNEL S34= HUNG WWOOWS OR FL'HD TiW U VCHORS AT I NICHOR AT 2 ANCHORS AT 0E OF YNLON WWDOW OMS. FALN SIDE OF YUWON EIC11 SIDE OF WLLWN 1I TUBE MILL 4 mmx M,) LIULL SPAN YULL TUBE NULL MOO MIAL TUBE MULL MBE NULL TUBE NULL MBE 1 X J 1% 4 1% 2-1/2 1% 3 1% 4 1% 2-1 /2 1% 3 1 X 4 90.0 00.0 24• 1. 38• 42• b• x• Do. 1. SIT 90.0 00.0 M 90.0 90.0 SIT 90.0 9D.0 BI 90.0 90.0 A 90.0 00.0 e: 90.0 80.0 Bf 90.0 90.0 24' 30' 35• 42' 1. 54' SD• 1. 90.0 90.0 T. 90.0 90.0 6' 90.0 6oD G 00.0 90.0 Si 741 90.0 S: 80.0 )B.1 W 5).) 75.0 34• 30• 36' 42' N' x• 60• )1' of 90.0 90.0 S1 89.E 00.0 SE 52.0 80.1 4E 41.7 66.5 4, 39s e3s a )0.0 solo 3I 56.E solo 24' 35' 42' b' x, W 41 SAB 54.9 41 B88 solo 31 40.1 n.8 31 M 24• 30' 4i S NOTE: 38• 96• 2E MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 41• 25 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 48• 2i MUWON SPAN I _ I WIDTH (W) - Wi + W2 2 EACH SIDE OF HULLS M BE AS PER 36.3 solo Z a qq�qq 0 py�` A�DCqq Y Fyn O a 9: Q arif6 LL zg^ Jz� Qa9,� Mbml PmdNl OSB2 Ad.! J�N 1 OR 2 ANCHORS }� s AT EACH SIDE OF MUWON (AT WINDOW FRAME) mDIX a SEE CHART MR CAPACITY Z � Z N Q 3 5; O �DO 3 i N 8 yy�W_ 3622 0 O C 2 1/2• 3�•IIIIII 4• 0 8 �Ma p C Z OZNO h n d 3'. Oo p.R L OLLN O n,9 U�EC O b� FIXED OVER H.R. 0 0 E dgg aRODUCI'REVISCD e n r �MIywSwhhthe FIwN5,8 E D� /�(V \\\I1111111 DY d\A\ AID IAOA o FraNwI OOMId JAN 0 5 20'A OF fVL drawing no. M10-Ot %� rSs,O EaA VV sheet 5 of 7 CWART ' ' D 91-N 1 n PACITY - PSF CHART ' � DESIGN 85.9 HORIZOMAL NUWON WBH COMBINATION OF SERIES SENTINEL Fl%EO OVER HORIZ. SLIDING WINDOW TOAD APA ITY - PSF HORIZOMPL NUWON WIM CONBINAWON OF SERIES SENWNEL FIXED OJER HORI2. SUOING WINWW WMDOW DIMS. 1 ANCHOR AT EACH SIDE OF MUWON 2 M'CHORS AT EACH SIDE Of NUWON WINDOW DIMS. 1 ANCHOR AT FACN SIDE OF MUWON 2 ANCHORS AT FACH SIDE OF MUWON WINWW WIO1H WINDOW HEIGHT iRW50M HEIGHT MULL TUBE I% 2-1/2 NULL TUBES 1 X J 1 X 4 MULL NBE 1% 3 NULL TUBE 1% A WINDOW WIDTH WINDOW HBGM TRANSOM HDGHT MULL WOE I 2-1/2 MULL NBfB 1 % J 1%4 MULL NBE 1% 3 NULL TUBE 1% t 52-1/8' 25• 12' 90.0 90.0 80.0 00.0 38' 82' 12' 90.0 90.0 90.0 90.0 W. 90.0 90.0 80.0 80.0 IS, 9D.0 80.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 24' 90.0 80.0 90.0 80.0 30' 90.0 90.0 90.0 90.0 JO• 80.0 80.0 80.0 90.0 36' 90.0 90.0 90.0 90.0 ]B' 90.0 90.0 80.0 80.0 42• 90.0 90.0 90.0 80.0 a2' 90.0 90.0 90.0 90.0 48' 90.0 90.0 90.0 90.0 48' 90.0 90.0 90.0 90.0 ]J' 12' 90.0 90.0 80.0 80.0 52-1/B• 12' 90.0 80.0 90.0 90.0 18• BOA BB.O 90.0 80.0 10' 52A 82.4 90.0 9D.0 24' 82.9 82.9 90.0 90.0 24' 76.4 ]B.V 90.0 90.0 JO' ]4.3 74.3 90.0 90.0 JO' 72.2 JS.2 90.0 90.0 JB' 80.1 08.1 90.0 90.0 36' 69.3 69.3 90.0 90.0 dY 83.8 63.8 85.0 80.0 62' 67.4 67.4 90.0 90.0 b' 80.3 60d. 77.9 80.0 48' 66.1 66A 80.0 80.0 92-1/8' 12' 90.0 90.0 90.0 90.0 J3' 12' 84.2 64.2 05.5 80.0 18• 90.0 90.0 90.0 80.0 18' s].J sJ.] ]].9 90.0 24' 90.0 90.0 90.0 90.0 24' 92.9 32.9 71.8 90.0 JO' 90.0 90.0 80.0 90.0 JO' 49.2 49.2 66.2 85.4 30' 89.4 BB.{ 90.0 90.0 36' 46.4 d8.d 81.6 BO.J 62' 86.3 06.3 90.0 90.0 44.1 44.3 SJ.6 >5.] �• 04.8 84.8 900 90.0 18' 42.2 42.7 54.0 71.5 >3' 3)-0/B' 12' 80.0 90.0 80.0 90.0 IS' ]B.} 78.3 80.0 90.0 26' 89.7 69.7 90.0 90.0 30' 83.5 63.5 BB.O 90.0 39' 58.9 58.8 80.0 90.0 42' 5}.5 65.5 ]J.J 90.0 40' $A9 93.0 67.6 90.0 36' 49-5/8' 12' 90.0 90.0 90.0 90.0 is' 90.0 90.0 90.0 80.0 24' 90.0 80.0 90.0 80.0 30' 90.0 90.0 90.0 80.0 38' 90.0 90.0 90.0 90.0 42' 90.0 90.0 90.0 9010 d8' 90.0 90.0 90.0 90.0 52-1/8' IS, 90.0 90.0 90.0 80.0 IS' 90.0 80.0 90.0 B00 24' B].] 07.3 90.0 90.0 JO' 81.8 01.0 80.0 90.0 ]fi' >e.l 78.1 80.0 90.0 42• ]5.] )S.J 90.0 90.0 4B• ]4s Jas 90.0 90.0 73' tz• Js.3 >sa 90.0 90.0 18' 88.6 fi6.5 90.0 90.0 2{' 60.1 60.1 02J 90.0 ]0' S5.9 S5.3 75.6 90.0 JB' 52.0 32.0 69.6 90.0 42' 49.3 49.3 64.5 WINDOW WIoIH i a O PF4 PC W TYPICAL ANCHORS OR 2 AT FACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 k 4 FOR WAD" aj EDGE ANCHORS SIDE OF MU ET3 k4 ACRY WOOD BUCK I—I/4 MIN. 1 STRUCTURE AT EACH SEE MCHORS MCLL ANCHORS 1 OR 2 TYPICAL ANCHORS SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2 ET 3 k 4 SEE SHEET 3 k 4 AT EACH SIDE OF A ACHY FOR CAPACITY SEE SHEET 3 k 4 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM "� AND TRANSFER THEM TO THE BUILDING STRUCTURE. C X FLANGE, FLANGE ADAPTOR AND sqq n TYPICAL ANCHORS: SEE EIEY. FOR SPACING FLUSH FRAMES CAN BE USED H Oo w 1 /4' CIA, TAPCON By 'DW' (Fu-125 K$I, Fym100 KSQ AT ALL ANCHORAGE CONDITIONS. E 1/4' DIA, ULTRACON BY' 'ELCO' (FM�V) K51, Fp159 KSD A8 SMS (ORADE 2 CRS) M-i o § INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES FOR FIN FRAMES ONLY , n °'' NM'� z 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p 1/2" MIN. EDGE DISTANCE "' 3 0 n '� THRU 1BY BUCKS INTO CONC. OR BLOCKS i '^ ? 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2 3/6" MIN, o 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) - DIRECTLY INTO CONCRETE OR BLOCKS - C�3 ITII \7 � 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) MLI 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) IIh 22 3/9' MIN` ' MIN. -ILL Al SUR OR SELF ORR LING SCREWS (GRADE 2 CRS) I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) \ (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \ 6 � R ALUMINUM: 1/6° 1HK. MIN. (6063-T5 MIN.) \ ° � g STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) _ _q5~q5 `E (STEEL IN CONTACT WITH ALUMINUM TO BE PIATED OR PAINTED) y p 99 $ WHEN USED THE MIN. WOOD TYPICAL EDGE DISTANCE BUCK DEPTH SHALL BE 2i(j'. INTO CONCRETE AND BLOCKS - 2-1/2" MIN. / THE USE DEEPER " - INTO WOOD STRUCTURE 7 ° MIN. IS BEVELED WOOOBUCKS IS O INTO METAL STRUCTURE m 3/4" MIN. PERMITTED. '� e S R = WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. PnODUCTPBYI9FD ItlulT 12IA n < CONCRETE AT HEAD. SILL OR JAMBS Pc m 3000 PSI MIN. +: wmgyigw AIw FwMa `fU C-90 HOLLOW/FlLLED BLOCK AT JAMBS Mm - 2000 PSI MIN. � '°2 �`` JP®..AF? E. inHon�IAa. � � �'•JO kF••••, '� NY — 592 �N Mlami UaJa TM1aJf+clC T ; {z — .g - FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND JR o52�IB OF .•� drOWing n0. LL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, p1'•'U�` M10-01 EQUAL LEG OR FIN FRAME CONFIGURATIONS. ''SA`Y4j� AL ` 212111 IIII� sheet 6 DT 7 .612 .SOG 1aD1 1.563 8 .065 mm• O83 2503 2440 085 2.509 1J4S 8 1 J.1]5 2.T3J OBS . 2.905 160 ��� o zo a hi 1.3J5 � J45L S.BJS 1.429 2.613 .550 .050 1.015 Lots LGGo 0 a G .885 LOSS .J4$ 2.648 ' 0 I.M .BB1 3.23T :i ppp W.1 SERIES 130 SEMINEL H.R. WDW. FL GE FRAME HE.D H.R. WDW. FLANGE FRAME JAMB 2505 SERIES 110 SENRNEL SERIES 120 SEMINE O 6 G Q O d G S.H. WDW. RARGE FRAME JAMB S.H. WDW. RANGE FRAME HEAD FIX. WDW. FLANGE FRAME S.H. WDW. FIANGE ERAME SIL ELANCE ADAPTOR CCI-109 x AS � CGI-118 WI-138 CGI-135 CGI-1JJ CGI-139 612 1.501 1.583 2.737 IN_e S u $ CI Q�i bO 'm 2.503 F 1.335 2M0 ;.65 1.015 2.505ryp I Ij 1 429 3.1TS 2.505 065 TVP. 2.613 -yp-.065 66 0 0 w 0 .611 1.245065 L s 0 .500 J43 .745 WP. .991 1.]95 O IN MRM .985 .495 1 L!H.R. 2.346 LO13 1 2504 2J37 8 g p LL WDW. RUSH FRAME HEAD H.R. WDW. FWSH FRAME JAMB S.H. SERIES 110 SEMINEL WDW. RUSH FRAME SILL N.R. WDW. SERIES 120 SENTINEL Fl USH FRAME .IAMB O hn m S.H. WOW. RUSH FRAME JAMB MI-101 CGI-116 SERIES 130 SENRNEL S.N. WDW RUSH FRAME HEAD FIN ADAPTOR Ed N1 ri ? FIX WDW. RUSH FRAME CGI-102 CGI-100 CGI-RIB CGI-110 L J 1.015 I- 1.015 �F5 1.140 1.140 g U p � 083 4.130 ttP. 3.930 .055 M. 3.185 NN nn ^ yy J.883 o33GCR wal �S �5Mai 2.440 SERIES 120 SEMINEL AN H.R. WDW. FLANGE FRAME SILL CGI-138 SERIES @0 SENTINEL H.R WDW Fl ICH FRAM SI CGI-,13 'NO4n �1y�'nq�wVi lg51�b E1mL1a - n - � -m ^ 8 11w1d'm6 Cade nm,L,m 1m\Bq\� .D1D Dee °y ``111111uuL1pR'' � Mien edel4adM1 ) � �cExsGE '� � JAN 0 5 2010 ]0592 z = ^ a k y e I ••. TE OF :•�� lo4:'�� dlewing no. M10-01 sneer 7 or 7 1 nI n111 , I . Gr-