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HomeMy WebLinkAboutProduct Approval (4) M IAM I• MIAMI 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.miamidade&ov/economy SIW 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 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 "S-450"Aluminum Project Out Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W09-57,titled"S-450 Aluminum Project Out Wdw. sheets 1 through 6 of 6, dated 10/29/09,with revision D dated 07/10/17,prepared by Al-Farooq Corporation, signed and scaled 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#14-0926.15 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. 17-0918.04 CMIAMME COUNTY Expiration Date: February 10,2020 l Approval Date: November 02,2017 i a J ZL)f'1 Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-57,titled"S450 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/29/09, with revision B dated 08/21/14, 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 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 an aluminum project-out window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2627,HETI-09-2628, HETI-09-2629,HETI-09-2630, and HETI-09-2633, dated 10/06/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1109.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 08/18/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. 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®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jorge M.Plasencia,P.E. oduct Control Unit Supervisor NOA No. 17-0918.04 Expiration Date: February 10,2020 Approval Date: November 02,2017 E-1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest,dated August 18,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-09-2627,HETI-09-2628, HETI-09-2629,HETI-09-2630,and HETI-09-2633,issued by Hurricane Test Laboratory, Inc., dated 08/15 to 26/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-1109.04) G. OTHER 1. Notice of Acceptance No. 12-0223.20,issued to SIW Impact Windows, LLC for their Series"S-450"Aluminum Project-Out Window—L.M.I., approved on 04/26/12 and expiring on 02/10/15. 2. NEW EVIDENCE SUBMHTTED A. DRAWINGS 1. Drawing No.W09-57,titled"S-450 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/29/09,with revision D dated 07/10/17,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-5111 Edition (2014)and FBC-6t6 Edition (2017), dated 07/10/17,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 "SentryGlas® (Clear and White)Interlayer"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 Glass Interlayers"dated 01/19/17, expiring on 07/08/19. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0918.04 Expiration Date: February 10,2020 Approval Date: November 02,2017 E-2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6'h Edition (2017), and of no financial interest, dated 07/10/17, issued by AI-Farooq Corporation, signed and sealed by 7avad Ahmad, P.E. G. OTHER 1. This NOA revises NOA 414-0926.15, expiring on 02/10/20. Jorge M.Plasencia,P.E. Pduct Control Unit Supervisor NOA No. 17-0918.04 Expiration Date: February 10,2020 Approval Date: November 02,2017 E-3 12 31'V4 V B'MAX. MAY 111 N I HEADSILL 3 HEAD/SILL A ' CORNERS31 ; 6'MAX. 1 MAX-4 + WINDOW•WIDTH I-w % r a HEADSILL A HEAD/SILL /III 78' 4 .�... CORNERS 3 /II 1 VENT WIDTH G 8 O II OL.OPG.F1 0:O C v. 12 3/4- (I C ip F- 11 6 MAX. MAX HEAD/SILL 3 HEAD/SILL C a G< CORNERS < G O:pO 8 m So \ / \ � .� I ii 1 c S00 M "�� I u 1 m 4 n / n i u ♦ u Q622 � N � / \ n � / u I z � �o �I�--- II %• 11 � II --- 0 M4 ' o JJV y� y� 3 J O_ mF5 B JOE B FALSE MUNTINS a B7 5 �Ln i 3 3 (SURFACE APPLIED) ¢ 3 o N io 29 3/B- o $ 29 3/B- MAY BE USED v . - �.'�a=may dd- �j Q M D.L OPG D.L. OPG a Z CA1 35' 35' �i N VENT WIDTH VENT WIDTH m 3 s z c~iz" 37- 37' (L m WINDOW WIDTH WINDOW WIDTH ^ TYPICAL ELEVAT ON o g TYPICAL ELEVATION TYPICAL ELEVATION DOUBLE MULTI POINT LOCK AT SILL 3 r, CAM LOCK AT EACH JAMB MULTI POINT LOCK AT EACH JAMBMin. wow.wl0m = 42 IN. 11 MAX WDW.WIDTH - 42 IN. o MIN.WDW.HEK;HT- 42 IN. PRODUCT REVISED plying with the Florida Building Code SERIFS 5-450 NOA-No. 17-O91B.O4 =9 g g ALUMINUM PROJECT OUT WINDOW lExp1muoaoa02/10/2020 � Dote � ea 12 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE By a 3 S CHARTS SHOWN ON SHEET 2. REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA MlamP�ON Prod.ct C..bl u ? BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 1 B OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS c o COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER TD THE BUILDING STRUCTURE. d MIAMI-RADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. n S APPROVED MULLIONS IN BETWEEN. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. .�c AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE m u v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 111111 III WILL APPLY TO ENTIRE SYSTEM. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `���Ap�r....W AAAAii� E ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT 51+•+ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A"`U ZIP REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION .f�� v FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY TE OF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR '4ORIOI;••' ,��` W09—rJ7 WATER INFILTRATION RESISTANCE ETC. /i�s.. `� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �� as/ 1y � AND TO BE RENEWED BY BUILDING OFFICIAL. �Af��A611111 sheet 1 of 6 DESIGN LOAD CAPACITY-PSF DESIGN IAAD CAPACITY - PSF �U 3 WITH CAY LO/R9 11/MW?am LDM 1/[®CW LOCKS lI/NUTl P016TLOCKS 1/8"HEAT STREN'D CLASS 1/8•HEAT STREN'D CLASS _ o: GLASS TYPESGLA39 TYPES GLASS TYPES GLASS TYPES a WINDOW DILLS.. •A', '8', 'C a'➢' ,B'.'C,8'D' 1/D4D07T DWS. '1', H', 'C' k'D' 'B', 'C' A: D' .090"Intel er .090"Ir terfayer ay Z WIDTH HEIGHT FXT.(+) INT.(-) EXr.(+) 1HT.(-) WIDTH NETGHT W.(+) 1NT4-) EXT.(+) 1NT.(-) Trosifol P/B SemtryGlaa Q q 19-1/B" 70.0 70.0 80.0 80.0 19-1/8' 70.0 70.0 80.0 B0.0 BY kumray Americo, Inc.' By Kuroray Amerlce, Inc.' ; d F• ON G 28-1/2" 70.0 70.0 80.0 80.0 26-1/2' 74-1/4" 54.4 54.4 80.D 50.0 1/8"HEAT STREWD GLASS 1/a"HEAT STREN'D GLASS 0.'O O�.3 0 32' 70.0 70.0 80.0 80.0 32' - - 80.0 80.0 Q IL 37* 70.0 70.0 80.0 80.0 W. - - 80.0 80.0 ' p LL 4Y 26-1/Y 70.0 70.0 80.0 80.0 19-1/8" 88.8 58.6 80.0 80.0 ? 4e• 70.0 7o.a ao.a eo.o zs-t/z' 43.2 43.2 aD.o ao.o iD 11 y 10 17 V om 80' \ - t SDOW CORNING 995 raj V 10.1 -� J2 DOWCSILICONE oo m 53-1/8" 70.0 70.0 80.0 80.0 32' - - fiO.D 80.0 n 10.1 DOW CORNING 893 O a o 0 S 74' 55.0 55.0 80.0 80.0 37' - - 80.0 80.0 i- Q.6 b 80' 43.2 432 80.0 80.0 19-1/8 50.5 505 50.0 80.0 II ! ! Q 6 84• 37.1 37.1 80.0 80.0 28-1/2• 84' 37.1 37.1 80.0 80.o 19-1/8' 70.D 70.0 80.0 80.0 32' 25-1/2' 70.0 70.0 90.0 80.02 63 AT 1/4 POINTS ON tlTES � � 3J AT 1/4 POINTS ON LRES 32" 70.0 70.0 80.0 80.0 WIDER THAN 38 WIDER THAN 36' J7" 70.0 70.0 80.0 ao.0 GLASS TYPE 'A' GLASS 'TYPE 'B' = N 42• 70.0 70.0 80.0 80.0 11/32" OVERALL 11/32• o1rF.RAL1. 48 32' 70.0 70.0 80.0 80.0 U n 53-1/a• 70.0 70.0 80.0 80.0 J o 74• - - 80.0 80.0 1/8'TEMP.GLASS L1o• - - $0.0 MO 1/4'AR SPACE 30>M 84• - - 77.6 77.6 w 0 a 4 19-1/8• 70.0 70.0 80.0 60.0 3/16"HEAT STPEN'D GLASS 1/8` HEAT STREMD GLASS C N S 8 N 26-1/2" 70,0 70.0 80.0 80.0 D9o"IrdeHayv 090"lmtedayer _W 32' 70.0 70.0 80.0 80.0 SantryGlas Troaifol Pi8 1 By Kuraray America. Im.' M H z U 37' 70.0 70.0 80.0 80.0 BY kuroray America, Inc.' z 0<MIS RZ 6W � d V m N 42' 70.0 70.0 80.0 80.0 3/16•HEAT STRENT GLASS i/8•HEAT STREN'D GLASS 48" 70.0 70.0 80.0 80.0 n 53-1/8' 70.0 70.0 80.0 80.0 in rn y p 74" - - 80.0 80.0 rn O toB 80' - - 80•0 80•0 tOB.1 11 ii !I 3 SILICONE v 11 ! 3 SILICONE II DOW CORNING 995 "r 10A I- DOW CORNING 995 19-1/8" 70.0 70.0 80.0 90.0 �- 26-1/2' 70.0 70.0 80.0 60.0 A- tt II i ti 32• 70.0 70A 80.0 80.0 I! Ii li 37' 70.0 70.0 80-0 80.0 � �R�13 c 42' 70.0 70.0 80.0 80.0 0 R 48' 70.0 70.0 80.0 80.0 33 AT 1/4 POINTS ON LRES 53-1/8' 70.11 70.0 80.0 B0.0 WIDER 17iM1 36' 33 AT 1/4 POINTS ALL SIZES g g ll 80.0 Bo.O ..A,RCS" TYPE 'C' GLASS TYPE 'D' 19-1/a• 70.0 70.0 80.0 80.0 7/16• OVERAu. 11/16" OVERALL „�z 26-1/2- 70.0 70.0 80.0 eo.o GLAZING OPTIONS 32` 70.0 70.0 80.0 50.0 d C t m U O 3Y 50-5/8" 70.0 70.0 80.0 80.0 {{11111 t 42` 70.0 70.0 80.0 BO.0 '.10It.ao.o 80.0 '53-1/8' - - 130.0 80.0 PRODUCT REVISED19-1/870.0 70.0 80.0. 80.0 NOTE: as complying with th•FloridaGLASS CAPACITIES ON THIS SHEET ARE Building Code a 26-1/2' 70.0 70.0 80.0 80.0 Building 17-0918.04 32' 63` 70.0 7D.o eo.o ao.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Hxpiratlon Da 02/10/2020 drawing no. 37` 70.0 70.0 80.0 80.0 DECLARATORY STATEMENT DCA05-DEC-219 OF 42' - - 80.0 60.0 Miam •Product Cont ff Ll A4{T ` sheet 2 of 6 TYPICAL ANCHORS TYPICAL ANCHORS WOOD SUCH 1BY SEE ELEV.FOR SPACING SEE ElEV. FOR SPACING �� n WOOD Ri1L'IC .. ----------------- 41k .. KETAL Fr____——__—___ W UCTURE •••''':•• i .i •T < .• STRIK:TURE 1 MW/l-DADE COUNTY APPROVED I I 3 ' 4 < EDOE DIEL 11 MULLION h MUWOI ANCHORS I I Z g R J < 4 '• EDGE DIST. 1 SEE SEPARATE NOA ,'. r f::'�:•- I EDGE DIST. Ii 6 9 I I p Rr o I 29 GIYi�Hluu '� �i 1'5^r fns g SNUBBERS V IL 0 0 d 5 M 13 (4)SNUBBERS UPTO 37'WDW.WIDTHS (5)SNUBBERS UPTO I WOW.WIDTHS TYPICAL ANCHORS SEE ELEV. FOR SPACING ii 21 (6)SNUBBERS OVER e8'WDW.WIDTHS SEE ELEV.TYPORSPACI�NG (L, pH_ V Tal I i TYPICAL ANCHORS: SEE ELEV. FOR SPACING r I WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. -J- a I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Friss KSI) a V AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 _ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Sud m y1 n THRU 1BY BUCKS INTO CONIC. OR BLOCKS o o u 10 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J ' 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) a Z cn I DIRECTLY INTO CONCRETE OR BLOCKS a 3 w p i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) . U Z C S ( 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a oZO T� �F5 m 114 SMS OR SELF DRILLIG SCREWS (GRADE 2 CRS) �' - INTO MIAMI-DADE COUNTY,APPROVED MULLIONS 3 u oOR 1 Inrno INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) 1y STEEL.- 1/8'THK. MIN. (Fy = 36 KSI MIN.) I (SLEET.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �G I < n i TYPICAL EDGE DISTANCE c R INTO CONCRETE AND MASONRY - 2-1/2' MIN. 2 R R B 17 INTO WOOD STRUCTURE - 1' MIN, o INTO METAL STRUCTURE = 3/4' MIN. g Q 9 4 WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. CONCRETE AT HEAD,SILL OR JAMBS Pe - 3000 PSI MIN. O12 0 )DOUB- MULTI C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 = d n o 5 0>#o 2 \N s N <m I \w ```1TI111111/// ,: PRODUCT REVISED d as complying with the Florida N — Building Code y .� •�' NOA-No. 17-0918.04SEEE ELLYTYPICAL ANCHORS 7 r Expiratlon Da 2M 0/ZO20 BY FOR SPACING OFw 1BY Mia D Product n 'i �.... w09—"�J7 EDGE DIST. FOR SPACING ��L1l1CK '//r��NA�"t N�` sheet 3 of B 1/4'MAX. g SHIM cc, SYS. CTI YS. LO I 0 MU �0 3 'YPK;AL ANCHORS 0 b FOR SPACING LATCH KEEPER _ 7 KEEPERS UPfO 42'WDW.HTS. Q f t o 4 KEEPERS UPTO 66'WDW.HfS. d "i 6 5 KEEPERS OVER 66'WDW.HTS. O OJ° 00 IL METAL STRUCTURE 0 U N V 0 W N 0 0L� 0"z°� U.z"= 19 1/4-MAX. J t5 1/4' MAX. © LOCK SYS.SYS. SHIMS 1/4'MAX. SHIM 1BY SHIM 14 1J 5 6 WOOD BUCKS n 2 WOOD BUCK TYPICAL ANCHORS TYPICAL ANCHORS a OR SEE SEE DtY. WOOD TRUCTURE ------------------ SCREEN OPT.----------- '� FOR SPACING FOR SPACING -.10 n O> 1 4' METAL STRUCTURE Z N ar m 90 �Z� a 3 12 14 EXTERIORTYPICAL ANCHORS 16 r vi N FOR SPACING D .L.OPO. v 3 in v V)rn o VENT MADfH - O WINDOW WIDTH tR MIALU-RADE COUNTY PRODUCT REVISED -01 9 EMULLIONg TYPICAL ANCHORS APPROVED MULLION as complying with the Florida aq SEF ELF.Y.FOR SPACING SEE SEPARATE NOA euilding Code NOA--No. 17-0918.04 Expiration Date 02/10/2020 8 By n - Miami-Dad Product Control o' ' I II 1 111IIIio i I = No.70682 OF %•Q/(/�� drowiny no. WINDOW WIDTH WINDOW WIDTH A�AA� NAL�1��` aMst of 6 ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANP. EUPPIl6B/B1111JA 9 ; 1 ' SfW401 1 FRAME HEAD 5063-T6 - A9 R 0 2 SM401 1 FRAME SRL 6053-T6 �Y 0 3 SIW401 1 FRAME JAMB 6063-T6 - 2 N il3 3 SIW402 1 VENT TOP RAIL 6063-T6 - y n 6 SM402 1 VENT BOTTOM RAIL 110153-T6 - 7 SW402 1 VENT SIDE RAIL 6063-T6 - a 6 9 23138 AS REDD. SNUBBER ST.STEEL TRUTH HARDWARE 10 SIW112 AS REDD. GLAZING BEAD(5/18'CLASS) 6063-T6 - 1u 10.1 SIW126 AS REOD. ALT.GLAZING BEAD(5/15.GLASS) 6053-TS - IDA SNI 17 AS REOD. GLAZING BEAD(11/16'INSUL CLASS) 6063-TS - 10B SIVIOS AS REGO. GLAZING BEAD(7/16'CLASS) 6063-T6 - a i0e.1 - AS REDD. N.T.GLAZING BEAD(7/16'GLASS) 606.7-T6 - 1 p q 11 5531 1 AS REOD. EXT.GLAZING SPACER,DUROMETER 7035 SHORE A SANTOPRENEI CENTRAL PLASTICS C d i C a 12 - 9302 AS REDO. OUTER COMPRESSION SEAL - CENTRAL PLASTICS Q19 li z 6 13 APT425 AS REDD. INNER COMPRESSICN SEAL - SCH.EGEL SYSTEMS LL a 88 cL+ 14 PJ540-SS 2/CORNEA CORNER LOCK ST.STEEL SULLIVAN k ASSOCIATES Q Z tOq L{ 16 35.13 2/WOW 4 BAR HINGES-HEAW DUTY ST.STEEL TRUTH HARDWARE 4!a� F 17 51.1 1/WDW AWNING OPERATOR - TRUTH HARDWARE r ' 17.1 32668 1 OPERATOR GASKET.062 - TRUTH HARDWARE j o 17.2 32833 1 OPERATOR SPACER.236 - TRUTH HARDWARE J 18 41015 1/OPER. TRUCK ST.STEEL TRUTH HARDWARE UJ 18.1 1/OPER. 3/4'X 3/4'X 1/8"ANGLE ALUMINUM J O 19 24.25 2/VENT LOCK ASSEMBLY(SINGLE POM LOCK SYS.) - TRUTH HARDWARE s �� N 19.1 21498 2/VENT SPARER(SINGLE POINT LOCK SYS.) - TRUTH HARDWARE v 19A 24.23 2/VENT LOCK ASSEMBLY(MULTI PO6RT LOCK SYS.) - TRUTH HARDWARE 0O Q M 1"1 21709 2/VENT SPACER(Ml1LTI POINT LOO(SYR) - TRUTH HARDWARE � Z N I9A.2 21600 1/LOCK SUPPORT PLATE(MULTI POINT LOCK SYS.) - TRUTH HARDWARE n 3 S 20 31364 1/LOCK KEEPER(SINGLE POINT LOCK) ST.STEEL TRUTH HARDWARE ZUZ' 20A 31301 I AS REGO. KEEPER(MULTI POINT LOOK) - TRUTH HARDWARE ig d O 20A,1 24 SERIES 1 INTERLOCK ROLLER TIE BAR (MULTI POINT LOCK) - TRUTH HARDWARE 7 T 20A.2 32624 AS REOD. TIE BAR GUIDE(MULTI POINT LOCK) - TRUTH HARDWARE 1p cn 20A3 - 2/GUIDE TIE BAR GLIDE MOUNTING SCREWS(MULTI PONT LOCK) - 110 X 1-1/4-FH SNS �+ 3Lo 21 1 5/18'BOX SCREEN - OPTIONAL m rn r 22 2/CORNER FRAME @ VENT ASSY.SCREWS CRS 110 x 1-1/4'FH SMS 23 - 6/HINGE HINGE MOUNTING SCREWS - flO x 3/4'FH SMS 24 - !/OPERATOR OPERATOR TRACK NTC. SCREWS - /10 x 3/4'PH SMS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - /10 x 3/4'FH SMS �3K 27 - 6/OPERATOR OPERATOR MOUNTING SCREWS - #10 X 1-1/4'FN SMS 1p a 19 19 28 - 2/LOCK LOCK ASSEMBLY MOUNTING SCREWS - 10-24 X 1/2'FH MS TYPE F PRODUCT REVISED 0 p n p5 29 - !/SNUBBER SNUBBER ATG. SCREW - /10 x 3/4' FH SMS 9 g.Codlymq with the Florida c E:8 2 Build in Codo B 32 8630 AS REOD. INTERIOR GLAZING SPACER,DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS NOA-No. 17-0918.04 i[ lxPlration Data /10/2020 19 33 - 2/LITE SETTING BLOCKS EPDIA DUROMETER 8535 SHORE A , By Miami-Dad rodutt Control :1 SEALANTS: o f g s ALL FRAME AND VENT CORNERS SEALED WITH S(3b SCHNEE MOREHEAD SM-5504 SEALANT. o m c` A 1 11 Illl/ll RR 'A� T Ai M' •1 i 1 �� �'i a .� B 7 OF drawing .no. "tonro►.• W09-57 / #11�' ItAA�` sheet 5 of _ 1--3.000 U 3 .090 {~ 1.3]0 Z n n p3 a 3.321 .125 2484 a 5 ai fG ppgo ro .12 IL q .080 O ud .337 %n 2733 gR a2� 2 3 FRAME 0-a N M Z N 2.383 QdN_ - 14 J Qv. We�f F ole 2 000 .372 2.e12 14 u .912 �o N .577 W a 4 5 s 7 VENT.50 r m=n .045 .eH 1— O N ' aU ? m eLI—� e11.1177 L .oso 1.177I I^—i i V)mo .2081 .1e4+1 I I O to ton GLAZING BEADS (5/16" GLASS) .81j 2 .0� I w VENT CORNER FRAME CORNER �" = GLAZING BEAD (11/16` INSUL GLASS) n c 6 c .551r .045 1 r .�'. 'i ht �►�`:. , A .551 F6 t;` CJtI 3!.• .e12 "n 21� t.1�77 PRODUCT REVISED j— L as complying with the Florida = , Building OA-Ho.Codr = �j 17-0918.04 _ S Expiration Dab 10/2020 A7E OF dmwinq no. ® to&t 119amH ■ ro uet n ,�'S Z�AL��``` GLAZING BEADS (7/16" GLASS) r��tttll 11\tt sheet 6 of 6