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HomeMy WebLinkAboutProduct Approval (5) MIAMbDADE MIAMI-DADS COUNTY no LEE 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.eov/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 "300 StormSafe"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-49,titled"S-300 StormSafe Alum.Fixed Wdw. sheets i through 7 of 7,dated 05/18/07,with revision G dated 06/30/17,prepared by AI-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 and renews NOA#14-1212.01 and consists of this page I 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. �J NOA No. 17-0717.01 MI-E COUNTY Expiration Date: August 29,2022 S .1 Approval Date: August 24,2017 Page 1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0604.05) 2. Drawing No.W07-49,titled"S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07,with revision G dated 06/30/17,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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Blackwater Testing, Inc.,Test Report No.BT-SIW-14-017A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA No. 14-1212.01) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11)and ANSI Z97.1 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Blackwater Testing, Inc.,Test Report No. BT-SIW-14-017B, dated 09/26/14,signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA No. 14-121Z 01) 3. 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 series 300 aluminum fixed window,prepared by American Test Lab of South Florida,Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10,and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 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 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory,Inc., Test Report No. HETI-07-4110, dated 01/15/07,signed and sealed by Rafael E. Droz— Seda,P.E. (Submitted under NOA No. 07-0604.05) Manueere4 P.E. Product Contr l Ex iner NOA No. T17.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E - 1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cora %TD) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc.,Test Report No. HETI-07-4111,dated 01/25/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc.,Test Report No. HETI-07-4112,dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram ofa series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc.,Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda,P.E. (Submitted under NDA No. 07-0604.05) S. 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 a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc.,Test Report No. HETI-074114,dated 04/09/07,signed and sealed by Rafael E. Droz— Seda,P.E. (Submitted under NDA No. 07-0604.05) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 300 aluminum fixed window,prepared by Hurricane Engineering Testing Laboratory, Inc.,Test Report No.HETI-07-4115,dated 04/09/07,signed and sealed by Rafael E. Droz— Seda,P.E. (Submitted under NOA No. 07-0604.05) Manuel er P.E. Product COntr 1 Exa finer NOA No. 17.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E-2 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 11/18/14,and updated to the FBC 6'Edition (2017)on 06/29/17,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) 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 Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition(2017), and of no financial interest, dated June 29, 2017,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110,HETI-07-4111, HETI-07-4112, HETI-07-4113,HETI-07-4114 and,HETI-07-4115 issued by Hurricane Engineering Testing Laboratory,Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NDA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. (Submitted under previous NOA No. 14-1212.01) G. OTHERS 1. Notice of Acceptance No. 14-1212.01, issued to SIW Impact Windows, LLC for their Series"300 StormSafe"Aluminum Fixed Window—L.M.I., approved on 03/26/15 and expiring on 08/29/17. Va a a e&D�- Manuel Pe z,YX. Product Control 9X-3Xdner NOA No. 17-0717.01 Expiration Date: August 29,2022 Approval Date: August 24,2017 E-3 6 WINDOW WIDTH o ' / \ FALSE MUNTINS ; (SU A z O y i MAY BE USED o Q2w k2R�3 OcqW O C V N ti t 0 GC O 0�i r♦ 0 a o I 1 ��O 6' MAX. ANCHOR SPACING AT CURVED FRAMES li it Q z 110 12MAX. ANCHOR SPACING AT STRAIGHT FRAMESrx =====3r - ----- r li II'-----JI— --- 1 io II II J p 1 1 I 1 It II 3 JO N (A M 4 I� pan li it � D WNDOW I.WIN�DOWy WINDOW B Z to WIDTH �= O1n U SERIES 300 STORMSAFE o Q o m 1z•MAX. e•MAX. o - ALUMINUM FIXED IPINDOW r , HEAD/SILL HEAD/SILL �q APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE CORNERS 3 in COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER w to MIAMI–DADE COUNTY APPR'D WINDOWS USING MIAMI–DARE COUNTY TYPICAL ELEVATION L J APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL - - WILL APPLY TO ENTIRE SYSTEM. WINS WINDOW WWIDTN_ I= I DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (5TH EDITION) FLORIDA BUILDING CODE u j I INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH 3 I I ; 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE REQUIREMENTS OF ANSI Z97.1. ^ L— _J DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. c THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT] ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSSHUTTERS ARE NOT REQUIRED. 8 F `8 WINDOW I I WINDOW WIDTH AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE u o "ll MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED \\N\III IIIIAI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. as complying wish the FkrMe ``���J� /W� r , ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. Building Code \� i �I / I STEEL/ Acceptance N.at/7 0 �'...... MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS,THAT Expim' Dale _ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ y 3 3 REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. BY THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION min' t FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY •'• OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE WATERINFILTRATION RESISTANCE ETC. ''rr``'' '' ^"1 '% ^•' �� W07-49 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, JUN J© 2� I i S "'•"• SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. AND TO BE REVIEWED BY BUILDING OFFICIAL ���I IONAI 1/8'ANN. GLASS 3/16'ANN. GLASS T� Y .090'Interlayer 090' Interlayer n Saflex Clear And Color Glasn Saflex Clear And Color Glass Z m J By 'Eastman ChemieoI Co.' By'Eastman Chemical Co.' Q Z a 1/8'ANN. CLASS 3/16'ANN. GLASS Q y ?n cwp�e 8 5 m 3.1 ys� .1 5 0 N h LL i �,I V �ui ri y SILICONE SILICONE a DOW CORNING 995 4 - III DOW CONNING 995 a.o o II I II II 0 .6 fi'i C O O LL Z N LL o 3 rc of Jim 6 AT 4 AT 1/4 QwmF 7 1/ PO91T$ON LITES 7 / POINTS ON LITES MOM THAN 36' It THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' s H 23/84" OVERALL 29/64' OVERALL -j 1/8'TEMP. GLASS 3 �N O 3/16' H.S. GLASS 1/4'NR SPACE 3/18'H.S.GLASS 090' Interlayer 1/8'H.S. GLASS Saflex Clear And Color Glass $Q LL 090'Interlayer By'Eastman Chemlcat Co.' 090'Interlayer Z to SentryGlas OR SentryGl s 3 W w By'Kuroray Annerlca, Inc.' 090'Interlayer By 'Kuraray America,Inc.' n Troaifol PVB By'kuraray America, Inc.' C.7 Z U a 3/18'M.S.GLASS 1/8'H.S. GLASS d U m n 3/16'H.S. GLASS ¢ CARDINAL XL Uj r m EDGE SPACER $ 'n t y m i 7f 5 ST.STEEL v 3 3.1A 5 3.lA 5 N fn rn o it it 6 3.2 i 11 6 O �I �I SILICONE I It SILICONE SILICONE I� I jl DOW CORNING 995II DOW CORNING 995 DOW CORNING 995 I 3A 3A o R & 7 AT 1/4 POINTS ON LITES 7 AT 1/4 POINTS ON LITES 7 AT 1/4 POINTS ALL SIZES „ e WIDER THAN 36" WIDER THAN 36' ? I5 GLASS TYPE 'C' GLASS TYPE 'Ci' GLASS TYPE 'D' 8 8 7/16" OVERATE 7/16" OVERALL 11/16" OVERALL 11-m � u o a comPRODUCT REYISP.O �M y��i FOR LOADS LESS THAN OR EQUAL TO 70 PSF PJ 70 • g_ r as plying with IM Floride , Sp''•, MIN. GLASS BRE CAN BE 5/8`. Building coda GLASS TYPES A, B & D. Acceptance No! •Q ®' Dae = E By Mlm, )sde Pradutt • � drawing no. JUN 3 Q 2117 �'rSi'ONAI.G;�`�`. llll 111 sheet Q-of 7 ♦+ N 4 yy O �++ P 4 tp 4 T p N 4 O ��,,,,+ 4 W O N N p N S w+i t•. 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(L.M.L) AL-FAROOQ CORPORATION a l t7 ,no a edescription Kpic 1 2• 1' I C 06.14.1 619A-LAX GLASS ADD. ENGINEERS&PRODUCT DEVELOPMENT � I / SIW IMPACT WINDOWS LLC. 9360 SUNSET DRIVE.SUITE 220 (,1 -4 O D 10.18.1 REV.PER eao COMMENTS 975 S. CONGRESS AVE. J102 MIAMI,FLORIDA 33173 (C.A.N. 3538) T 1 o-.Try Two E 01.m.12 uPovm 10 x010 Fec DELRAY BEACH, FL 33445 TEL.(306)26+6100 FAX.(301S)262-6978 v '•q'• c oa.w.t uPa1En To�lopiNi Fac TEL (561)274-9392 FAX. 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LM.I. AL-FARO o' �L no a e escn ion OQ CORPORATION a o ENGINEERS&PRODUCT DEVELOPMENT C 06.11.10 REV. REV. / SIW IMPACT WINDOWS, LLC. i easosuNSErDRrvE,surrEno f 01.10.12 REV.rm Etta couuDrrs 975 S. CONGRESS AVE. XU1102 Muunl,FLORIDA 33178 �.by. TARq a o1�2.1� R2 cI1411ct tws s1EEr A (C.I.N. 4WM c DELRAY BEACH, FL 33445 TEL( zesaioo FAXTaoslzeaeo7s �r '0 F 1120.14 3538) 2EHONL I✓EV.1 v CO 9 chL by: c osa2.n uvalnn io zon ret TEL (561) 274-9392 FAX (561) 274-92fi2 COMP-ANl\W07-4951W TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS N SEE ELEY. SEE ELEV. t� FOR SPACING SFO�R 4 ZINC FOR SPACING a WOOD BUp( METAL o STRUCRIRE Fr-----------------�� Z 3 9 ; A •• 'A IIMNMI-DADE COUNTY APPROVED II n .4 A•' .i.a.• T• EDGE DISE. I MULLION k MUWON ANCHORS 11 F °�L . e.' SEE SEPARATE NOA I I 25 ss t iiiddd l iEDGE DIST. i j 3 sr. O p c�.+N 0 L---=--- -——_'J S fl I�y a(J F LL O —� oGHWh cy K K M i! 2 paoo ij it O d�rc j! �! TYPICAL ANCHORS It II I SEE ELEV. a w y w II jl FOR SPACING Z E �ZM TYPICAL ANCHORS: SEE ELEV. FOR SPACING <w m F WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. 0 I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DLL ULTRACON BY 'ELCO' (Fu-177 NSI,FY-155 KSI) ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 01 THRU 1BY BUCKS INTO CONC. OR MASONRY �N A 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) !i !i 1-1/4" MIN. EMBED INTO MASONRY(JAMBS) !' !' DIRECTLY INTO CONCRETE OR MASONRY ! 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a �` 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) ZN�a a 3W u i $ #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 8 ai INTO METAL STRUCTURES (HEAD/SILL/JAMBS) p N (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE V} c ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) uS n it STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) > 3 n a I I (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) H N m O is I: 412 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) O i! i! INTO MIAMI-DARE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (NO SHIM SPACE) II; (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 8 ii 6TYPICAL EDGE DISTANCE $ P i! INTO CONCRETE AND MASONRY - 2-1/2" MIN. N 6 g it it INTO WOOD STRUCTURE = i' MIN. g INTO METAL STRUCTURE - 3/4' MIN. Ij li !i !i WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c u n l 2 CONCRETE AT HEAD, SILL OR JAMBS Pc- 3000 PSI MIN. 0 o it ii it = C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. {o Co E o ^$ n r N O1 PRODUCT REVISED `\\\\III IIIA//// W 1 es cumpl CO wish the Flovids • d L'option D>dz :,2 By .4 ..a +z TYPICAL ANCHOR . I' ' •. r. } N4im eJe I It - o SEE ELEV. 11 O 1BY SEE TYPICAL ANCHORS FOR SPACING OF Browing no. •f .� I " WOOD BUCK SPACING FOR SPACING �1 fn1 � •'.•� ��;•�• p `� 1 0��A 9 ^ EDGE DIST. EDGE DIST. 1�iN J,3 "tt�l� sliltI 11111 ILL\\\ sheet 5 of 7 EDGE DIST. 0 o is II 11 A II �I O II II TDOs I it N � II II yvS II it II II � g Ij Ij II II ICC II II Ij Ij 202 1 m ilii A �-------- --- , F �f Ij ii I I! EDGE DIST. S $ eb M ,.�1 I� 11 11 z• 11 II j: j' _ I I WPM 1: I: II 11 11 I I i I II I I. II II I: I I it i I II 3 i ' EDGE DISE. or � n x 0 w d m9 �m4 om R L`5 � Dy � ! ME � 7J O LO n m �-\ c EDG DIST. O S 7( N G i.4 .' s a aeee os-te-o7 revisions: 5-300 STORMSAFE ALUM FIXED WUW. (LM.I.) AL-FAROOQ CORPORATION a n 3 no date y escrl on ENGINEERS&T PRODUCT DEVELOPMENT c oE.14.1a NO awloE>�s11EFr SIW IMPACT WINDOWS, LLC. f 01 ,Op D 10.16.10 REV.PER BCCO COMMEMS 9380 SUNSET DRIVE,SURE 220 tr.Dy. TAPoO E 10 .12 RE CHANCE OO OMMESHEET 975 S. CONGRESS AVE. #102 MIAMI,FLORIDA 33173 (C.A.N. 3538) r 11.2x12 NO CH E REVISION DELRAY BEACH, FL. 33445 TEL(305)2648100 FAR.(305)262-6976 �•r V ` G oE.�o.17 UPDATED TO 2017 F6C TEL (561)274-9392 FAX. (561) 274-9262 COMP-ANL\W07-4951W ITEM PARS 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REI[ARKS U ; r - --2.906 - 1 SIW301 4 WINDOW.FRAME _. 6063-T6 - llb� a 2 SIW303 4 FRAME COVER(OPTIONAL) 6063-76 - -.078 3 smos 4 GLAZING BEAD(7/18'GLASS) 6063-T6 Z q r 4 31 SIw127 4 ALT.GLAZING BEAD(7/16'GLASS) 8063-76 - 0 F Z .913I7 3A SWI 12 4 GLAZING BEAD(5/16'GLASS) 8063-76 - F Zw Z ry a 1.749 L 687 3.1A 9W126 4 ALT.GLAZING BEAD(5/16'GLASS) 8063-76 - Q d J.2 $1W117 "UTE GLAZNG BE (INSUL.UJA.GLASS) 8083-T6 - 0 �O`{` c0.t ASSEMBLY SCREWS CRS PH SMS IL Iy� S 3631 EXTERIOR GLAZNG SPACER,DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS C C •-1.701 6 5330 INTERIOR GLAZING SPACER,DUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 0 MR n 7 --- SETTING BLOCK,DUROMETER 85±5 SHORE A -_-EPDM 1 0+¢z $ n FRAME 0ac< � D SEALANTS: 0 q c 050 36 1 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Q m 4 CRL SMALL JOINT SEALER. LL= E� I•-t.l t7� O � e a 4 v n O 3 J O_ FRAME COVER (OPTIONAL) , 0y1 � >'o s51 j .Ss1Q 4 .045 1�- �' r // Z J q .812 L 1.177 L .050 1.177 mQ o m N l o aim^i P .21e—1 .184 O3 3.1 fA rn o GLAZING BEADS (7/16' GLASS) .045 .623 +I.644 I-- 16 ` p �p .e1J 2 1.177 .81� .050 1.1 77 C S q TYP. CORNER DETAIL 288 .184-i O C O O c Qy gi GLAZING BEADS (5/16' GLASS) o o o c 1\11 I 1 1//A 12(1 PRODUCT REVISED \\ •A. IP ._ 290�( wmplyi^8 wi+h We FTorida `\\ 7 ii r 7—I 1 hJ'I I N�ilainb Gaa4,1117* ••.........11 2 .200 u;;l 2902� 140p050 1.177 T —.�'LI + OSS-1 F �'.063 imi Ade E F drawing no. OS EXTERIOR GLAZING SPACER (6) INTERIOR GLAZING SPACER ��i SS •" \\ W07-49 GLAZING BEAD (INSUL. LAM. GLASS) I JU�i '0 2a'7 777jiI�I I IL111\\\ sheet 7 of 7 t� f