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HomeMy WebLinkAboutProduct Approval - fixed window MIAMbDiADE MIAMI-DADS COUNTY M1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE OA www.miamidade.Qov/economy CGI Winows an oors, nc. 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"Sentinel 130" Aluminum Fined Window-L.M.I. APPROVAL DOCUMENT: 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 G dated 08/29/17, 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 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 No. 15-0413-03 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.17-0918.07 MIAMI DADS CO NN Expiration Date: September 22,2020 ®� Approval Date: November 22,2017 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCKPTANCE: KWENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No.10-0510.13) 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) 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(V and Super Spacer(V 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(V 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. RTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham, P.E. (Submitted under NOA No.10-0510.13) anuel P.E. Product Contr Exa iner NOA No. 7 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 �-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-516 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0 731.05) 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 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite(V PVB Interlayer"dated 04/11/13, 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 05/21/16. 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-r 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 NOA No.14-0 731.05) 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 under 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. Manuelerez Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 G, dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations an structural analysis, complying with Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, 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. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, 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 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 12/11/18. 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, of complying with FBC 511 Edition (2014), with FBC 6t1 Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — .M.l. approved o -Q6/25/15 and expiring on 09/22/20. —J Manuel P e ,P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49� 49* U m FLANGE WIDTH BUCK WIDTH RANGE WIDTH n D.L. DPG TYPICAL ELEVATIONS S DL OPG- D.L.OPG. 6'MAX. IIY•MAX /g.y,- le Z u ; HC.'O�RN A AlSSIDES a ''tD m ANCHOR SPACING SHOWN HEREIN APPLICABLE, �: q • TO FLANGE AND PLUSH FRAMES. Q Z SEE SHEET 1.1 FOR FIN FRAMES. C OL 0a 02 IL 0 8m M, II II 11 II II 11 a��R C II 0 c1 II 11 II II 4 u u n n u u 0 0300 a JL_____IL___ __JL_____ ___ ___JL_____1L___ 9C 0 8 tl¢ ______rr____ __.0______ ____TI______rc____ BUCK HEIGHT it m too p t1 II 11 II II 11 2 Z V�E II OP . Iz a F� � e OQJ o JL____ ex ____JL__1_JL____ aw�fk' -___ m ____lF_____�____ a p U J �_ .�____ Y J II II c d 11 II m 11 11 •7`a.0 II II m 11 11 II II II II IL II It II 11 'D�/1 II 11 1�ON II II II II v U II LI 11 11 II II h - 1L_---II C u n u u R n — IL - R II 11 11 it 11 II m a II 9 II li Jtt,�/ II 11 �I Ir rl II 11 II _�___= ==`lr-amdpa===4= 8 OI,i ��\ n 11 II II 1 f0 W t'-/1 C I � Own 8i FALSE WNTINS RFACE APPLm) 18'MAX• 6'MAX 16 MAK CORNERS 4TRNCHT �+ p N M n FLANGE & FLANGE ADAPTOR FRAME OPTIONALCORNERS WRNS SIDES DAYLITE oPENI1JGS: SIDES EQUAL LEG FRAME D.L.D. HEIGHT - BUCK HEIGHT- 3.00' SERIES 130 SENTINEL ALUMLNUM FIXED WINDOW D.L.O. WIDTH - BUCK WIDTH - 3.00' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEEP 2. WINDOW WIDTHWIN,DOW _WDTH_ �� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Of FIX./FlK OR FIX.WDW. WITH OTHER MIAMI-DADE COUNTY FF I I 11, All, APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULUONSIN BETWEEN.LOWER pESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALWLL APPLY TO ENTIRE SYSTEM. ss o B P THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TH REQUIREMENTS OF THE 2014(STH EDTKIN)/2017 (6TH EDMON) FLOPoDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH �W.WIQDiSS' ,,,l 1". GLA I HIGH VELOCITY HURRICANE ZONE HVHZ. -----{ L I iffy OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE _ -- -- r '1 INSULATING LAM.GLASS - n DESIGNED MID INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS r -I x r— "-1 I I LARGE MISSILE IMPACT "a=^----j TO THE BUILDING STRUCTUREIMPACT ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS / / SMALL MISSILE AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE11\111111IEAA ca 0 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -•� `VAFS 77i��� o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I I S f fJ 7 l `� YYw•�............. ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NDN-COMPRESSIBLE _ •, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE h ADOPTED STANDARDS. SHUTTERS ARE NOT REWIRED. DWId�l.9 lCodawith the Florida THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION lldla o. 17-0918.07 Y 11 FOR A SITE SPECIFIC PROJECT, Lc LIFE SAFETY OF THIS PRODUCT,ADEQUACY A7EOF :•�_ drying m. OF STRUCTURE RECEIVING THIS PRODUCT AND SEILNG AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Erzpirlfon p�pg ypOp••: �� WATER INFILTRATION RESSTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS i -••• � W1O—OZ CONDITIONS NOT SHOWN W THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sy i�� NAL AND TO BE REVIEWED BY BUILDING OFFICIAL Ilam adehoduct TIELIIt 11 sheet 1 oT 6 98' BUCK HEIGHT - 0.1-OPG. II 1 II I 1 II I I r $ II u h li a it 16•MAX. 6•MAX � s1RAIGHT JAIAB SIDES 96' CORNERS BUCK HEIGHT L c D.L OPC. 11 II II 11 J1II �L _ IL 1 1 I IIS r x a {5• tt/] q p 18•MA%. �„ 6'MAX. � STRAX:M JAMB F. SIDES CORNERS DB' BUCK H13GHT D.L OPG. I' ii I 1 I I 11 II 1 Ikp � 3� � i O � G W a MO 16'MAK. 8'MAX. D n$O N 48' STRAM.FR JAMB O• ,o}o c C Li BUCK HEIGHT SIDES CORNERS o e D.L OPG. Em S< O em z I Flo _^o � � V y �• O I A:ZIA _ 23 1 1 p � 111111 I� p � r _ lC,e rn L� II II D II .�.• •. - � _�=c=all LV6� p' q n s a.r: ot_Jo 10 rev1.on.; SERIES SENTIN7 130 ALUM FIXED WINDOW(LM.I.)(SAL) AL-FAROOQ CORPORATION'N 3 0 e eecr on _ 'F wale 1�Y 1• t 02.020.11 C/VJIOE iMb SHEET ENGINEERS T PRODUCT DEVELOPMENT p 3' CGI Windows and Doors, Inc. 8360 SUNSET DRIVE,SURE 240 a D 10.10.11 "Mm m 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 C.A.N. 3694IE 0'!.21.1{ iM1FD 1D4 F6G F 0410.16 gcwwx 11bslEEr MIAMI. FL 33172 TEL FA4E'o61482�976 o 00.29.17 InLTED 70 2017 Flic TEl•(JOB)693-6590 FAX(305)59J-8592 --- _ COMP-AWL W10-02CGI DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-P9' I.�w U 6 FLANGE DDAS. B DIPS. GLLSS TYP88'CJeC1'6198 TYPES b'kbl' FLANGE DW. BUCK SIDES. MISS TYPES'V&,Ctl CLAN TYPES b'kbl' WIDTH(M)LENGTH(L) WDTH(W)LENGTH(L) DR{+) INT.(-) DR-(+) ANL(-) WB)TH(W)LDCM(L)WIDTH(W)LENGTH(L) EXT.(+) INT.(-) OR.(+) 1NTA-) 24' 23' 80.0 BOA 80.0 80.0 24' 23' DOA 80.0 8010 80.0 Z 30' 29" 80.0 80.0 80.0 80.0 1. 114• 29• 113• 8010 80.0 80.0 80.0 L C y a 38' 35" 80.0 solo80.0 60.0 36' !S' 7310 77.0 80.0 80.0 I' I 42' 36. 41' �. 60.0 8010 $0.0 8010 41' 40 51.4 51.4 80.0 80.0 J G 3 A6' 4Y 80.0 Sao 80.0 8010 2a' 23' 8010 80.0 80.0 D0.0 A W rd 54' 53" 80.0 8010 80.0 8010 30' 120' 29 119• 80.0 80.0 80.0 BO-o ; IL ILC{u j 60' 1' 80.0 8010 8010 60.0 36' 35• 724 72.4 80.0 BOA � E. A 01• 60' 80.0 80.0 80.0 80.0 3B' 1' 65.9 65.9 80.0 80.0 V ti 24' 23' 80.0 60.0 80.0 80.0 24' 23" 60.0 80.0 50.0 80.0 O?A o MOTH AND LENGTH DIMENSIONS CAN BE ORIEMED a.. o 30• 29' 8010 8010 80.0 80.0 121' 1• 120' 80.0 80.0 810 8010 \ERTICALLY OR HORIZONTALLY AS SHOWN ABOVE C d G p A 36' 35" 80.0 60.0 Sao Sao 36' W. 723 723 80.0 Bob 0 r z 42" 48' 41' 47' 702 702 80.0 80.0 39' 38' 65.8 65.8 80.0 BOA Q Z W wtLL b 46' 47 61.3 613 80.0 80.0 (L 21 y= 34' SY 613 613 80.0 8010 14 TM BUCK DIMS Yi• J Z7Z a81q 1 L`{ 60' S9' 613 613 W DOA 80.0 Q s F 61" 60' 61.3 61.3 80.0 8010 DESIGN LOAD CAPACITY-PEP - 24" 23' 80.0 80.0 80.0 8010 FLINGS DUES. BUCK BUM Cum TYPES'Ck'C1,CUM TYPES b'kbl' FLANGE FRAME H 30' 29• 80.0 80.0 80.0 BOA WIDTH(W)LENGTH(L) MDTH(W)ILEWTH(L) EXT.(+) INT.(-) EXT.(+) INT.(-) 36' 35' 80.0 8010 80.0 BOA 19-1/8 18-1/8' 8010 80.0 50.0 80.0 I FLANGE DIMS- -) I U I 42' go. 41" �. 70.2 70-2 8010 BOA 26-1/2' 25-1/Y 8010 SDA 80.0 DOA C o 48' 47" 613 613 BOA Bob 37' 38' 8010 00.0 S0.o 80.0 ; . �. BUCK DIMS g W ± 54' S3• 54.3 543 725 72.6 4B' 47' 80.0 BOA 80.0 80.0 60" W. 48.8 452 66.1 SSA 53-1/8' 52-1/8' 8010 50.0 80.0 801 e 0 ril ,t 61• 60' 48.5 48.8 65.1 65.1 61• W. 50.0 8010 50.0 W.0 24' 23' 60.0 80.0 80.0 8010 19-1/8• 18-1/8' 1100 80.0 80.0 DOA N 30' 29" 80.0 6010 80.0 60.0 � zs-1/2' 60.0 50.o I fGUAL LEG FRAME < o�N o 36" 35' 50.0 8010 80.0 8010 37' 36' 80.0 80.0 80.0 80.0 10 N 38-3/8' 37-3/8' BUCK DIMS � 42' 72• 41' 71" 703 702 80.0 BOA 1D 47• 77.1 77.1 80.0 80.0 48' 4T 813 61.5 80.0 80.0 53-1f5' 52-1/6• 77.1 77.1 50.0 80.0. z 3 'R 54' 53' 543 54,372.5 723 81' W. 77.1 77.1 80.0 8010 C Z N O ?q{ 60' 59 48.8 466 65.1 65.1 19-1/6' 18-1/8' 110.0 8010 80.0 SOA 61• 60' 4810 48.0 64.0 64.0 26-1/Y 25-1/2' DOD 80.0 80.0 SO.o FlN FRAME U o �• 24' 23" 80.0 8010 80.0 80.0 37' 5D-5/8' 36• $to aO.0 80.0 BOA 30" 29" 80.0 80.0 Sao SOA 48• 47' 49-5/8' 61.3 813 80.0 80.0 BACK DIMS 6• 35 3 ' 782 78.2 80.0 BOA 53-1/8' 32-1/8' 5810 5810 77.4 77.4 42' s. 41" or 70.0 70.0 80.0. 8010 61' 80' 58.0 5810 77.4 77.4 s 48• 47• 613 613 50.0 SOA 75-1/4' 74-1/4' 5D0 5e.0 77A 77.a FLANGE ADAPTOR FRAME 54' 53' 54,3 54.3 723 723 93-3/4• 92-3/4' 580 56.0 76.5 76.5 ..11LL��11 § a 56' SS' 524 524 69.8 599 19-1/6' I8-1/6' 8010 60.0 80.0 W.0 r FIANCE DIMS 6 24• 23" 8010 80.0 80.0 80.0' 28-1/2• 25-1/2" 80.0 80.0 80.0 804 30" 29' 6010 8010 50.0 8010 37• 10, 36' �, 804 80.0 80.0 80.0 NOTE: o g 36' 97' �• 96" 75'8 75.6 80.0 80.0 48' 47' 613 613 80.0 8010 GLASS CAPACMES ON THIS SHEET ARE 4Y 41• 65.2 65.2 80.0 a" s3-1/a" 52-1/D' 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) e 48• 47' 60.6 60.6 00.0 BOA 61• 60" 48.0 48.0 64.0 84.0 AND FLORIDA BUILDING COMMISSION 49' 48' 59.6 59.6 80.0 8010 75-1/4' 74-1/4' 464 46.5 61.9 51.9 DECLARATORY STATEMENT DCA05-DEC-219 b d 8 b S 2C 23' BOA e0-0 e0.0 SOA 19-1/8• 18-1/8' 80.0 80.0 80.0 8010 t\till 1 Il Y 30' 29' f",' 80.0 50.0 80.0 26-1/Y 25-1/2 80.0 80.0 36' 102' }5' 101' 74.6 80.0 50.0 3Y 36' 78.9 78.9 80.0 solo ] ` 5 7 J�. 42' 41' 85.7 80.0 BOA 48' 78' 47' 75" 613 613 80.0 60.0u� "•� �46" 45' 59.3 80.0 60.0 53-1/8' 52-1/B" 553 553 73.7 73.7 PRODUCT REVISED - •70382 Ys� 24' 23' 50.0 80.0 80.0 80.0 61• 60' SDA 48.0 84.0 6410 as complying with the Florida Building Code E b Q29- 80.0 BDA e0.0 80.0 NOA-No. 17-0918.07 /(Q/ 36" 109- 35' 10Y e0.0P-H Ira Date 020 OF ',Y/ d1nW)n9•no. ANcnoN sPAaNc 10 eE As PER SHEETS T T.1 !Q.. I..�l� W10-02 42' 41• 624 82.4 00.0 I 44' a3" 59.1 59.1 00.0 Miam�aderorluct /1 j ryA`\\\t ` Bheet of 6 1111/1 3/16-ANN.GLASS 3/16-HEAT STREN-D GLASS gQ 075-Irdericyer 075-Intedaysr Salk.CP With PET Coro Soft"CP With PET Coro O O 'Eastman Chemical Co.' AR'Eastman Chemical Co.' Z .D90'Interlayer .090-InteHayer e Soft-Cie.,And Color Glass Safhx Clear And Color Clogs O " OR Eastman Chemical Co.' Ely'Eastman Chemical Co.' F DR F Z q d �L <� .090-Interlayer .090'interlayer0` Ly SsntryGias SentryGlas O g H By Kurcroy America, Inc' By'Kuraroy America, Inc' a Iyu� OR OR it O C .090' Interlayer 090' Interlayer Troeifal PVB Trosifol PVB V 6 m By'kuroray America, Inc.' By'kurorq Americo, Ina.' CY 00: m p w *U5AT 'HEAT STREN'D GLASS p 3/16'HEAT STREN'D GLASS O IL a ILaA ni,iW Z 129LICONE v� SILICONE LLta'A__`.GE 1200 99GE DOW CORNING 899 \U E3 1 ! DOW1 CCDRNING 899 S oOmDOW CORNING 995 I COW CDRNING 995 it yfgf94WINTS ON LRES xAT 1/4 POINTS ON LITE5 36' W WIDER THAN 36' W GLASS TYPE 'C' W GTASS TYPE 'D' W 0 0 7/16'OVERALL LAII.GLASS 7/18.OVERALL LAW.GLASS O rd (L.M.I. & S.M.I.) o W 4 3/16'ANN.GLASS 3/16'HEAT STRENV GLASS t O xN 075'Interloysr 075-lnterloyern m'A Sallex CP With PET Con SWlex CP With PET Core ; By'Eastman Chemical Co.' EV'Eostman Chemical Co.' OR OR V; n .090' Int erioyet 090'Interlayer ] S Z rf m^ Soflex Clecr And Color Clare Soft-Cbar And Color Gla- w 3 O R 'Eastman Chemical Co.' By'Eastman Chemical Co.' SILICONE 3/8"AIR SPACE 3/8'AIR SPACE DR I$'r GE 1200 SA90'Interlayer 090'InteHer G DOW CORNING 899 enta ryGlas PYG5(f (Vy Q 3 d SentryClas .n k1 DOW CORNING 995 3/16' HEAT STREN'D GLASS By 'Kuraroy America,Inc.' By'Kuroray Americo, Inc' Fx ! I OR OR 090-interioyer 3/16'HEAT STREN'D GLASS 090-Interia"W Troslfol PVB -Troallol PVB !! ! I! W vg By'kummy America.Inc.' By-laxcroy America. Inc WIN Y 3/16-HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS12 SILICONE a�3 SILICONEF SILICONE DOW CORNING 1200 e"V GE 1200 3!200 1200 DOW CORNING 995 g I it DOW CORNING 899 1 DOW CORNING 699 iI I DOW CORNING 995 Ii! DOW CORNING 995 p Ml Ij 1'Ij Y Y1 I' j'i' OPTIONAL GLAZING DETAII. •• n i ii H XL EDGE SPACER n I it j, KL EDGE SPACER GLASS TYPES 'Cl' & 'D1' o c ti o h d R !i 1 li Sr.STEEL BY CARDINAL' I' it ST.STEEL BY'CARDINAL' E4 i i r OR E4 j 1 OR DRRASEAL BY'OUAHIX' DDURRASEAL BY'DI(' UANL ```1711 it I ryVVy', g u C SUPER SPACER BY'OLANEX' Y' SUPER SPACER BY'OINNEX' 0 0 �C? i, 4 i'_Q17 ucENSF b kM5 AT 1/4 NTS ALL SIZES X W5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED 70582 o w GLASS TYPE 'Ci' w (.CSS TYPE 'Di' eutidincomg co erv'tn the Florida = I g �{ 1'OVERALL INSUL LAW.GLASS 1-OVERAl1.9/5111.IAN.GLASS Now--Na. 17-0918.07 (L.M.I. ONLY) Ins n Data 09122/2020 DF �� drorrinq no. oRLor.:' IN ORDER TO OUALIFY EOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Cl'&'Dl'MUST BE TEMPERED. Mia ads duct o t 1 Vy1/I1/IAL 713k sheet 3 of 8 TYPICAL INSTALLATION DETAIIS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW g INSTAUATON DETAILS THRU 1% INSTALLATION DETAILS THRU 2% INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL O WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Z FLANG FLANGE TYPICAL ANCHORS NG 1/4'MAX. FLANGE Q i S" o SFE ELEV. SHIMS O 508 N- v 29Y WOOD 9" FOR SPACING is OR METAL a w TYPICAL ANCHORS a OWOOD$�U SEE ELEV. Q H~ W Y2 FOR SPACING u. TYPICAL ANCHORS O 3 FORSEE Q'ELEV. O B I 3 O I TUI O SPACING o $2FDR S \ Q --{ E1 t-1/4' P. azn� u� S2 M � WOE _ w SEE AFk1LOR5 li I u2 n ^' I SEE E1F/.' E3 '. 1BY FOR SPACING ' W006 BUCK Et E3 J V C e, n MALL [I SHIMS EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG a o 28Y WOOD BUCK M2 METAL 0 OB, A ORSTRUCTUREsrRucruRE C STRUCTURE O S N rn ES ! ! SEE E.ANCHORS R Q N; SEE ELEV, 0 M n II II I : FOR SPACING i V 3 'n M3 52 CZE.. f d E2 ' - W U I M3 SZ TYPIC&ANCHORS o . II II SEE FLEV. FOR SPACING ''V ' .' p,.^ TYPIGL AFACHORS Ey I I ♦y z "C C • 1 SEE*E XV'. ANCHORS \ •. 18Y FOR SPACING I 1 SEE ELEV. @ e 0 WOOD BUCK FOR$PACING d PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. expiration Date 09I22t2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (F TYPICAL ANCHORS' SEE ELEV.FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. o o o 0 ' u-163 KSI,Fy-157 KSI) MIamI-0 m 8 4 6 E 11111NU �oo o,u�o t/4' DLl ULTRACON BY 'ELCO' (u-t77 K5L Fy-155 K9) J14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) ru %A l/AA INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-HIDE COUNTY APPROVED MULLIONSINTO CONCRETE AND MASONRY 2-1/2" MIN. li 1-t/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE = 1" MIN.INTO METAL STRUCTURES (HEAD/SILL/JAMBS) S./P [017THRU 10Y BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4' MIN.1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE n �, ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SC a 0.55 MIN. f o 5 STEEL-1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL- 1/8'THK. MIN" (Fy - 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS iC = 3000 PSI MIN. - DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALLIMIHUM TO BE PLATED OR PANTED) C-90 HdlOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. n OF drawing no. 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) S ! �'�rr W10—Q2 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ll11X 111111\ eheet of 6 - . TYPICAL INSTALLATION DETAILS V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW Ilz o^ ; b INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS 7HRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONSQ F n �OIL 00:o v FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 01, iL0 TYPICAL ANCHORS 1/4'MAX m FF SEE ELEV. SHIMS S 0 y r 2BY WOOD BUCK FOR SPACING a¢C y 8 j2z OR - METALO>y W007 STRUCRIRE TYPICAL EGET `STRUCTURE a OM2 EOR SPACING �, TYPICAL ANCHORS 0 0tilq: SEE ELEV. �. _OJ1 N FOR SPACING Q w i=y_Ee C3 —;R - -1 l32 MIN p 'TYPICAL AlYCHORS !-!I M2 s U rl 1 SEE ELEV.' E3 I�II y ; _� ♦• 1BT FOR SPACING 1 II g WOOD BUCK yt E7 3 0 Pf 0 2 3/•MIN. 1/4-MAX BLACK HEIGHT 1/4"IW(. a W MP MP WODD it e YNOT CSTRgUCiURE 1/2-MIN. 1/2'MIN. ,9, y O n gg � ;Nh R6 2 3/8•MIN. FIN FRAME M2 BAnI®En Z cauL!ONc C, •8 TYPICAL ANCHORS: SEE ELEY.FOR sPAaNG g -1 #e SM s (WAX 2 CRIS) --- ---k-1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES __ _ _ WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%-. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMRTED. NOT BY c AP b- ©EXTERIOR ` BUCK WIDTH BUCK WIDTH r-----------------.� MKMI-DARE COUNTY 1 i MIAMI-MDE COUNTY APPRaEn +1 a-0 2 3 APPROVED MULLIONI I MULUON k MULLION ANCHORS 1 _o ry h h MILLION ANCHORS I I SEE SEPARATE NOA I I SEE SEPARATE NOA 1 T o o 1 I L------ 1 ......... e PRODUCT REVISED as oomPl I%Wnm the Flodda Building TYPICAL ANCHORS NOA-No. 17-0915.07 _ SEE ELEV- FOR SPACING trD, 1922"Z0ITE aF P droriny no. By i s•. IE Q�OL/J14 x 1'SMS. Mlam ado Produc ntr '''i��,�1jLAt11+`` ` ahset $of g 2503 ff6M PART f QUARNff DESCMPCION MATERIAL VANF./SUPP!ffii/89LLTr$8 LU O60 E1 CGI-118 4/WDW. FLANGE FRAME W63-T8 __` E2 CGI-119 4/WDM. FLUSH FRAME/FIN FRAME 8083-T6 A 8,2 E3 CGI-121 4/WDM. GLAZING READ(LAM.GLASS) 6063-To - Z a ; 1.995 E401-123 4/WOW. CIAZNG BFAD(LAM.NSU..GLASS) 6063-TG - O .995 TM S5 E5 =1-1,0 4/WDW. NAIL FN ADAPTOR 6063-T6 - a E6 CGI-109 4/WOW. FRONT FLANGE ADAPTOR 8063-T6 - f a a p C 00`� c, M1 CGI-382V AS REOO. GLAZING BULB VNri PVC OUROMETER 75-80 SHORE A O w H 1—km M2 CGI-124 AS REDO. SCREW COVER-OPTIONAL PVC - W M3 CGI-112 AS REOD. FLUSH FRAME COVER PVC - O Cy F E7 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(, X 1/2 X 1/87 6063-T5 - () w,1 MS - 2/LITE SEITNG BLACKS Eppel OUROMETER 8535 SHORE A aO a� 2'505 Ogg S2 /10 x 1-1/4' 2/CORNER ASSEMBLY SCREW PHIL PH SMS 5T/sr - O IL 0 p c O-t� JD .8,2 Q W j Li N .995 .065 J p tb J II TYP. a f 1.335---I '� 6 OFLUSH FRAME/FIN FRAME ~ v V .B7S C ^ nn1 .995 .975 I 0 W WELDED JOINT V t 2 AT ENDS C 1.164 C F N O g Ow n O GLAZING Bal: (LAM. GLASS) O M^ -'j 20 0 30 �� .995 71P 1.000 r.,2s V p 1.1841 O 1T E4 GLAZING BEAD (LAIR. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS ae 1.450 RECT. OR SQUARE WINDOWS i60 m=�a ssro�� .050 TYP. CORNER DETAILS s— y .D50 - 1.395 1111111 11 I O NAIL FIN ADAPTER O FLANGE ADAPTOR `1 .AN, o � •1 F t.,t9 PRODUCT REVISED il .18o s�Lial�Pcod wnn the Florida _ yo K - S -�1 HOA-No.9 17-0918.07 �L oso .065 1.081 ExpiraBo"O'b 09/2lrAO20 TE OF drewinq no. sY 0.R1Dwn.. �c OFLUSH FRAME COVER M2 SCREW COVER RMa 7 A 11 `I 11 sheet 6 of 6