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HomeMy WebLinkAboutProduct Approval (3) MIAMI-QADE NUAMI-DARE 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.miamidnde.22vleeonom1 S11W Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 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 AHI 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 "100 StormSafe"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. sheets 1 through 5 of 5, dated 01/29/07, with revision E dated 07/19/17, 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 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 Oficial. This NOA revises NOA No.16-1129.06 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 Jorge M.Plasencia,P.E. NOA No.17-0731.06 CNAMFDADE COUNTY Expiration Date: May 10,2022 Approval Date: October 05,2017 Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 07-0214.05) 2. Drawing No. W07-07,titled"S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 01/29/07,with revision D dated 12/04/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 15-0528.18) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 100 aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047, 4047A,4047B,4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Dorz- Seda, P.E. (Submitted under NOA No. 07-0214.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05/27/15 and revised on 12/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 15-0528.18) 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Sallex Clear and Color Glass Interlayers"dated 06�M14,expiring on 05/21/16. Jorge M.Plasencia,P.E. Product Control Supervisor NOA No.17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E-1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 56 Edition (2014), and of no financial interest,dated 05/19/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad.,P.E. (Submitted under previous NOA No. 15-0528.18) 2. Laboratory compliance letter for Test Reports No.'s HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 404513, 4046, 4047, 4047A, 4047B, 4050 and 2122, issued by Hurricane Engineering&Testing, Inc., dated 09/21/06, signed and sealed by Rafael E. Dorz-Sella,P.E. (Submitted under NOA No. 07-0214.05) G. OTHERS 1. Notice of Acceptance No. 15-0528.18, issued to SIW Impact Windows, LLC for their Series "100 StormSafe" Aluminum Single Hung Window - L.M.I., approved on 12/24/15 and expiring on 05/10/17. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-07,titled"S-100 StormSafe Alum Single Hung Wdw.(L.M.I.)", sheets 1 through 5 of.5,dated 01/29/07,with revision E dated 07/19/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. 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. 17-0712.05 issued to Eastman ChemicaI Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. Jorge K Piasencia,P.E. Product Control Supervisor NOA No.17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E-2 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FEC 51h Edition (2014) and FBC 66 Edition (2017), and of no financial interest, dated 07/20/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTAERS 1. This NOA revises NOA#16-1129.06, expiring on 05/10/22. orge M.Plasencia,P.E. duct Control Supervisor NOA No.17-0731.06 Expiration Date: May 10,2022 Approval Date: October 05,2017 E-3 53 1/e' DESIGN LITHS WINDOWS U 3 m WINDOW WIDTH .�. LOAD CAPACITY-P6P o I 48 3/4' FLANGE DUI8. CLARE TYPE''A' GLASS TYPE'S' GLA88 TYPEVj GLASS TYPE'D' GLARE TYPE'E' o FALSE MUNPNS MOTH HEIGHT EXT.(+)INT.(-) E7R.(+) 1NT.(-) EKr.(+)1M.(-) W.(+)1Nf.(-) W.(+)INT.(-) Z (SURFACE APPLIED) D.L.DPG'MAY BE USED 14"MIAX. 6"MAX. 19-1/fl• 70.0 70.0 80:0 80.0 80.0 1204 70.0 70.0 804 120.0 A W - } y HEAD HEAO 25-1/2- 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 804 120.0 Q 2 N a CORNERS S2• 70.0 70.0 50.0 80.0 80.0 120.0 70.0 70.0 60.0 120.0 C R I e 0 37' 26' 70.0 704 BOL 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q II II 42' (4) 70A 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 11 W LL II jj 48' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 C W I N 4 11 II 83-1/8' 70.0 70.0 80.0 fio.o eo.0 720.0 10.0 70.0 80.0 120.0 ____= 19-1/8' 70.0 70.0 80.0 SOL 80.0 120.0 70.0 70.0 80.0 120.0 Cr K II 'S 26-1/2 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q o•a a 11 ii 3 32' 70.0 70.0 80.0 eo.0 80.0 120.0 70.0 70.0 80.0 120.0 0 0 V�1 C ii 9 ii e o 37' -3/8• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q�Z� 6 wpp 4z' (4) 70.0 Tao 80.0 BOA 80.0 120.0 70.0 70.0 11410 120.0 Y. 45' 70.0 70.0 e0.0 80.0 80.0 120.0 70.0 70.0 50.0 120.0 J B 53-1/8• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 a�I m f 11 II z n u 19-1/e• 70.0 70.0 fio.o eo.o 80.0 120.0 70.0 70.0 eo.o 120.0 n u 26-1/2- 7ao 70.0 eo.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 'm 0 II II 32' 70.0 70.0 a.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 gII II 37' 50-5 70.0 70.0 50.0 80.0 00.0 120.0 70.0 70.0 80.0 110.0 g a J42' (a) 70.0 70.0 BOA 80.0 80.0 120.0 70.0 70.0 80.0 120.0 1 o ^ 11 11 48' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 0 3 II II 53-1/8' 70.0 70.0 WL 80.0 80.0 120.0 70.0 70L BoL 120.0 19-1/8' 70.0 70.0 80.0 8OL 80.0 120.0 70.0 70.0 80.0 120.0 --- 28-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Th N Z n ADOL ANCHOR a m 32' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 8Q0 1'10.0 W ie R ABOVE 48'ONTLYY < 37' �• 70.0 70.0 SOL 80.0 80.0 120.0 70.0 70.0 80.0 120.0 :0 ''af=o 49 1/2- 42, (6) 70.0 70.0 80.0 80.0 80.0 120.0 '70.0 70.0 80.0 120.0 ~ Uz SERIES 100 STORMSAFE VENT VADTH 45' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 60.0 120.5 <$m 53-1/8' 70.0 70.0 80.0 60.0 50.0 120.0 70.0 70.0 80.0 120.0 ALUMINUM SINGLE HUNG WINDOW EQUAL LUES Ln S 19-1/5• 70.0 70.0 80.0 eo.o 90.0 120.0 70.0 70.0 80.0 120.0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 26-1/2' 70.0 70.0 11.1 80.0 80.0 120.0 70.0 70.0 80.0 120.0 g 3 w V TYPICAL ELEVATION r! to o CHARTS SHOWN ON SHEETS 1 & 2. 32' 70.0 70.0 eo.o fio.o eo.a 110.0 70.0 7ao BOA 720.0 TESTED UNIT37' 74-1/4' 70.0 70.0 80.0 BOX 50.0 120.0 704 70.0 604 120.0 APPROVAL APPLIES TO SINGLE UNIT'S OR SIDE BY SIDE 42' (6)a) 70.0 70.0 80.0 60.0 50.0 120.0 70.0 70.0 Bao 120.0 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS THESE ESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 4e' - - 80.0 80.0 Bo.o 120.0 70.0 70.0 80.0 720.0 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED, 53-1/8' - - 80.0 80.0 60.0 120.0 70.0 70.6 80.0 120.0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 19-1/8• 704 70.0 80.0 80.0 60.0 120.0 70.0 70.0 50.0 120.0 s o$= WILL APPLY TO ENTIRE SYSTEM. 26-1/2• 70.0 70.0 80.0 80.0 60.0 120.0 70.0 70.0 80.01m.o 0 32• 78' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 c fi THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 37' (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.6 70.0 60.0 120.0 w 3 REQUIREMENTS OF THE 2014(51H EDTRON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 42' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 IBY OR 20Y WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE 48' - - 50.0 80.0 60.0 1204 704 70.0 80.0 120.0 n o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 53-1/8 - - 80.0 80.0 60.0 120.0 70.0 70.0 80.0 120.0 y$ C TO THE BUILDING STRUCTURE. 9HOTPN EXT•(+) LOADS RBgD1RE ADD-ON BILL R1HI' 6 5 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS REDUCE EXT.(+)LOADS CAPACITY TO+70.0 PSP WMOOT RAMP. > AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE •NO. W PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. e +m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 1 ///4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SFS•'•, T MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 7 o PRODUCT REVISED � COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE as complying with the Florida REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. Building Code y THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION GLASS CAPACITIES ON THIS SHEET ARE NOA-No• 17-0731.06 9 ' FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY BASED ON ASTM E1300-09 3 SEC. GUSTS Expiration Date 05/10/2022 � TEOF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION 'ice oR7a:•'',�1'����` W0"/_07 CONDR10N5 NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219 Mlam a ro ue on 7/7''�ONALL� �` sheet 1 of $ AND TO BE REVIEWED BY BUILDING OFFICIAL 531/8' UNEQUAL LITES WINDOWS U WINDOW WIDTH DESIGN LOAD CAPACITY -PSF o 46 3/4' 7LANGE DIMS. GLASS TYPE Tj CUM TYPE'B' GIA.4S TYPE vj GLASS TYPE'D' GLASS TYPE v ^0 FALSE MUN11N5 D.L OPG W107H HEIGHT EXr.(+)1NT.(-) EXT.(+) lNr.(-) EM.(+)1M.(-) OU.(+)1Nr.(-) -.(+)1M.(-) Z a 3 (SURFACE APPUm) 14•VAX 6•MAX. MAY BE US 3 �.� HEAD 19-1/8' 70- 70.0 80.0 800 80.0 120.0 70.0 70.0 80.0 120.0 Z q CORNERS 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q ar al 1. 70.0 70.0 80.0 800 80.0 120.0 70.0 70.0 800 120.0 LO0 JI o p 11 II 37" 5D-5/8- 700 70.0 80.0 800 80.0 120.0 70.0 70.0 80.0 120.0 0 II II 42' (5) 70.0 7010 80.0 80.0 80.0 120.0 70.0 70.0 BOA 120.0 IL 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q N 53-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 U SPI r{ -----1r'-----lr----- 19-1/8" 70.0 70.0 BO.O 80.0 80.0 120.0 70.0 70.0 80.0 120.0 a n II %� 11 -1/2' 70.0 70.0 b0.0 BOA 80.0 120.0 70.0 70.0 80.0 120.0 O m 0 m 32' 70.0 70.0 BOA BOA 80.0 120.0 70.0 70.0 80.0 120.0 IdL 83' �" 2 a n d II II 37' 70.0 70.0 80.0 80.0 80.0 120.G 70.0 70.0 80.0 120.0 Q ( 6 1/8'ANN.CLASS x II II (6) (4 Z O. --'�'------ --- 42" - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0121 090'Interlayer S ii ii 4B' - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q 7Wm,m Soft. Clear And Color Glass 53-1/B" - - 80.0 1 60.0 80.0 120.0 70.0 700 - By'Eastman Chemlool Co,' 3 II 11 _ e a v`5 19-1/B' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 700 80.0 120.0 25-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 z r 1/8'ANN,GLASS 32• _ - '80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 rn Iy.�I $ r II II 37" 74-1/4 _ _ 80.0 80.0 80.0 120.0 70.0 700 80.0 120.0 m = n 3 11 ii 42' (6) - - 60.0 60.0 80.0 120,0 70.0 70.0 - - J o 9 1 h d 48' - - 60.0 80.0 80.0 120.0 700 700 - - i a� is 8.1 80.0 60.0 80.0 120.0 70.0 700 - - 3 SSSS 9 ,t 19-1/6' 70.0 70.0 80.0 80.0 80.0 120.0 700 70.0 80.0 120.0 y 0<M _ I <mw 28-1/2' 70.0 70.0 80.0 800 80.0 120- .70.0 70.0 80.0 120.0 J i I PDDL PNCHOR 3 y q it i REA.FFORAWDDTHS 49 1/2• 0 32• 78• _ - 80,0 60.0 800 120.0 700 700 800 120- 3m m SILICONE NLY VENT 37 (8) - - 60.0 60.0 80.0 120.0 70.0 70.0 - - F-[0..70 a DOW CORNING 995 UNEQUAL LITES (ORIEL TYPE) a2' - - 60.0 60.0 80.0 120.0 70.0 70.0 - I QzBA o� c _ _ _ AT 1/4 POINTS ON Lf1E5 TYPICAL ELEVATION 48" 60.0 60.0 80.0 120.0 70.0 70.0 } m 13 5]-i/6' 60.0 80.0 60.0 120.0 700 70.0 to WIDER THAN 36.ONLY TESTED UNIT 'o SHOWN EXT.(+)LOADS REQUIRE ADD-ON SH.L RAMP $ �r v GLASS TYPE 'A' REDUCE EXT.(+)LOADS CAPACITY TO +70.0 PSP WITHOUT RAMP. (A 01 1/8"TEMP.GLASS 'NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB. 1/4"NR SPACE 3/16'ANN.GLASS 3/16•H.S. GLASS 1/B'HS GLASS 1/8"Hs.GLASS PRODUCT REVISED a9 eompiying with the Florida o$o 090"Intadoyer .090'Interlayer 090"Inledayer 090"Interlayer Building Code SoBex pear Md Calor Glass SentryGloe SaFlex Clear And Colar Class SentryGlas NOA-No. 17-0731.06 `o 6 By 'Eastman Chemical Co.' By 'Kura ray America,trio.' By'Eastman Chemical Co., By'Kwwroy Amerfoo. Inc.' 12 Expiration Date 05/10/2022 ceQ 12 g p 3/16"ANN.GLASS 3/18'H.S.GLASS 1/8"H.S.GLASS 1/8-H.S.GLASS gY u 9 g ?3 Miami-D�a Product Control 3 3 s 15 s 15 15 s m 15 m II 11 ^r1 II I 11 z, 2 It LU117 tN1111AN, � d it it ii li u : y�J�N@p� SILICONE SILICONE SILICONE SILICONE .I. 8 DOW CORNING 995 8 DOW CORNING 995 all DOW CORNING 995 SA DOW CORNING 995 70592 •• o - a 13 AT 1/4 POINTS ON LITE3 ES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES 13 SIZES _ a WIDER THAN 38'ONLY WIDER THAN 38' AT 1/4 POINTS ALL 13 ONLY WIDER THAN 36"ONLY OF drowing no. GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'p' GLASS TYPE GLAZING OPTIONS ��'%f�l Al EDGE MT. TYPICAL ANCHORS TYPICAL ANCHORS MI �v N TYPL ANCHORS SEE ELEVS. SEE ELEV. FOR SPACING FOR Sf ACoI 1By FOR SPACING o '•WOOD BUCJC'..: •..•� LEDGE rr--------------—,� Z m m 3 A n.• ,�... DIST. uETAL I MWAI-RADE COUNTY APPROVEDXDg " STRUCTURE IMUWON 8 MUWON ANCHORS I SEE SEPARATE NOAEDGE DIST. O tV v 0 In 10 arcrca °o o .t TYPICAL ANCHORS 0 a�m 1 1 SEE Dtv WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. c N FOR SPACING a T 6 b 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM y n AND TRANSFER THEM TO THE BUILDING STRUCTURE. J ab&F 6 SEALANTS: TYPICAL ANCHORS: SEE FLEA. FOR SPACING 'I rB DI SMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4" DW ULTRACON BY ' O' (Fu-177 KSI, Fy-155 KSI) s li Z/LATCH SILICONE OR ACRYLIC SEALANT. INTO 213Y WOOD BUCKS OR WOOD STRUCTURES .�. e i!i! 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) !�. OPTIONAL TO WEEPHOLES: JN i 17 SPRING LATCH THRU 18Y BUCKS INTO CONIC. OR BLOCKS 18 W1 = 1/2' LONG NOTCH AT EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) AT 3" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W2 = 1/4' WEEP HOLE WITH PLASTIC BAFFLE DIRECTLY INTO CONCRETE OR BLOCKS a 0 a © 5 AT 8-1/4' FROM EACH END AND AT CENTER 1_1/4• MIN. EMBED INTO CONCRETE (HEAD/JAMBS) = Z in a a0 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) _ #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) (~jZ W ZU a INTO METAL STRUCTURES (HEAD/JAMBS) d v m 4 19 j (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE kyr ALUMINUM: 1/8'THK. MIN. (6063-75 MIN.) 8 STEEL i/B'THK. MIN. (Fy - 36 KSI MIN.) N �{ H ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 5 ii 11 e ' li4 ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) 8 ,i STEEL- 1/8'THK. MIN. (Fy- 36 KSI MIN.) (NO SHIM SPACE) R R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° BB RI5 RQ IB ISTANCc g6 q I ' � I TYPICAL EDGE DE `c'F 3F3 C ' ' I Ip I INTO CONCRETE AND MASONRY = 2-1/2' MIN. ' INTO WOOD STRUCTURE - 1' MIN. O 19 n 9 I INTO METAL STRUCTURE = 3/4" MIN. c C W2 ' 0A d ' WOOD AT HEAD OR JAMBS SG- 0.55 MIN. o WT CONCRETE AT HEAD, SILL OR JAMBS Vc=3000 PSI MIN. '> S t2 ADD-ON C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm-2000 PSI MIN. SILL RAMP /1111111/ e •w d' PRODUCT REVISEDas _ • •�•• •d comp]y �with the Florida zz 7 _ '- BuildinCadc • * ••. •• - r•' - 17-0731.06 9 S ,4 ..d .i • NOA-No._ _ Expiration Date 05/10/2022 I 'A,. ++•' -• • 9 3 TE OF dr°win o n°. 3 PER BMCKET WOOD SUCK By i..QC�� IDP. \TT `1I M.am ad. r° uct Contra ' SS. •• ��♦♦; y'O�—O� �iY//OIVAL1E11♦ Sheet Sof 5 17EM B PART g READ. DESCRIPTION ILATHEMAL MANE./SUPPLIER/REMARKS � [%��] o 1SIW101 1 FRAME NFAO 6067-T6 - 1 2 SIW102 1 FRAME SILL 8063-T6 - ^ a 3 SIW103 2 FRAME JAMB 6063-T8 - O m J 4 SIW104 1 FIXED WG. RAIL 5063-TB - 5 SIW105 1 VENT TOP RAIL 6063-T6 - 6 SIW708 1 VENT BOTTOM RAIL 8083-T6 - O 7 SIW107 2 VENT SIDE RAIL 6063-T6 B Smolt AS ROD. GLAZING BEAD(7/15'GLASS) 6063-TB - �•Q n 6.1 SIW127 AS ROD. N.T. GLAZING BEAD(7/16'GLASS) 6063-TB - ) MIAMI-DARE COUNTY BA SIW112 AS ROD. GLAZING BEAD(3/6'GLASS) 6063-T6 - C,Z APPR.D CLIPPED MULLION a R R 'o SEE SEPARATE NOA TYPICAL ANCHORS ILIA SRV128 AS ROD. ALT.GLAZING BEAD(3/8'GLASS) 6063-TB - 0 LL O D FSEE ELEV.OR SPACING IIB SIW117 AS ROD. GLAZING BEND(LAM.INSUL.LASS) 6063-TS - 0 N N G N 9 SIW109 2/VENr VENT LATCH O 9-3/4'FROM ENDS 6083-T6 - Q W 10 - 1/LATCH LATCH SPRING Sr.STEEL - j z p II 11 11 SIW113 AS REOD. GLAZING LEG SPACER SAWOPRENE - Q i 12 SIW124 1 SILL RAMP 6063-T5 - ---- 13 - AS REW. SETTING BLOCKS EPOM WROMETER 8016 SHORE A 14 - 4/VENT VENT GUIDE NYLON -_-- 1 I --- 18 E20218KN4020 AS REOD. GLAZING BULB VINYL NEOPRENE ULTRAFAS 3 16 +10 X 1-1/2' 20 FRAME k VINE ASSEMBLY SCREWS CRS PH SMS P J N f, 1 _ 17 - 2/VEW SWEEP LATCH(OPTIONAL) ZAMAK BUILDERS HARDWARE i J o_ I I 18 W23201 NlXK100 AS RE00. VENT W'STRIPPING®EXTERKNL(.187'W%.200'H) - ULTRAFAB OR EQUIV. yz 1BA W33321NG0000 AS READ. VENT W'SfWPPING O INTERIOR(.187-W X.320'H) - ULTRAFAB OR EQUIV. O Q M EXTERIOR 19 OB301NW AS REQ). BULB W'STRIPPING O VLM HORIZ.(.187•W X.300'H) - CENTRAL PLASTICS Cf 2)N 20 9388L AS REOD. FRAME SILL W'STRIPPING(.18-W X.325•H) POLYPROPYLENE CENTRAL PLASTICS 3 W u WINDOW WID1H WINDOW WIDTH 130 21 - 2/YEW SPIRAL BALANCE UNIQUE BALANCE (ca U 22 - 1/BAL ULTRA]V7 BRACKET SPELL - O CL n 23 - 2 SASH STOP - NOf SHOWN .. 24 - 1 7/16'Box SCREEN - OPTIONAL Vi TYPICAL ANCHORS 25 - AS REOD, INSULATED GLASS EDGE SPACER ST.STEEL CARDINAL XLSEE ELEY 1 3 FOR SPAdNG VENT WIDTH N Gni 1/4'MAX. O TYPICAL ANCHORS SHIMS 1/4'SHIM SEE f1LY. 1/4'MAIC. j 6 X 3/e• TYPICAL ANCHORS SHIM FH SMS TYPE B SEE ELEV. MAIL FOR SPACMC 16 7 14 1 FOR SPACING y ga XZ*00OS7RUC.TU STRUMET L 3 EXTERIOR J.0 1'. iJl1 ` IL/�AqA� t e ............. ' D.L.OPG.(FIXED) WOOD BUCK r PRODUCT REVISED No as p1yIng with the Florida �. Building me - WINDOW WIDTH NOA-No. 17-0731.06 Expiration Date 0511012022 �pR j OmWingo no. By oruDR• \?� W07-07 Mlam F�.clent ��� sheel46T 5 .. 3.000 t12 S51 r 844 .844 m o .078 II .DSo o .8 Z 7 .812 .05� .615 7 91�- .050 1.177 1.749 1.125 Qf �iaGs.812 .308 .164 4'00.C�6 U164 3.082 Q FRAME NERD GLAZING BEADS (7/16' GLASS) GLAZING BEADS (3/8'GLASS) 1.248--1 1.719 .290-y Imo- / C a 0 a 8 r- I 0''� .078 2562 .078 J 1.750 3.000 1.248 GLAZING BEAD (LAM. INSUL GLASS) 11;171 a � v � Q MEETING RAIL 2.375 3.187 VENT TOP CORNER -Jo 1.61a = QQ FRAME JAMB O M FRAMF TOP CORNER, pa " 1 SOD A78 ,.122 Z 1n G 2312 Wim} L)v 1JU04 .078 1.495 18 Q m a a L.248--- .760 c v O5 VENT TOP RAIL 71, O 2.334 Q VENT LATCH 2.312 .487 a 18� p 12 .045 r � � 1.500 .076 „ 12 SILL RAMP o 9 g 4 1.298 3.120 0 VFNT BOTTOM CORNER $ n O VENT BOTTOM RAIL ? �c jEIL 21 1.3/3- ``�11t1 LIIAII 078 { -t'1 I�{ 3.368EN3F'' i PRODUCT REVISED I 70592 1248 078 1,326 r as complying with the Florida 1.875 I Building Code .937 NOA-No. 17.0731.06 Pxpiratlon0 05110/2022 to ATE OF 7• j� drawing no. .581 V-- h \�� -7 BS'.,oRIP. ♦ W0/-07 �3.00o Miam • ro uo on m __AME EIOTTOM CORNER ��7,�MA1111t�`�� sheat 5 of 5 Oj VENT SIDE RAIL Q FRAME SILL