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HomeMy WebLinkAboutProduct Approval (2) (I MIAMI-DiADE MIAMI-DADE COUNTY MIAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,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 "200 StormSafe"Aluminum horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W07-28,titled"S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1,2,and 3 through 8 of 8,dated 04/24/07,with revision F dated 05/03/17, 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 Official. This NOA revises and renews NOA No. 15-0102.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0717.03 MIAMWADE� Expiration Date: August 01,2022 f-6)� Approval Date. August 10,2017 Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. , Manufacturer's die drawings and sections. 2. Drawing No. W07-28,titled"S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07,with revision E dated 06/01/15, prepared by Al-Farooq Corporation, signed,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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14,signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA No. 15-0102.01) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-064094 and HETI-064179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. 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 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.HETI-06-4089,HETI-06-4090,HETI-06-4092,HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 12/29/14,with revision dated 06/01/15 and updated to the FBC 6&Edition(2017) on 06/30/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P.E. Product Contr miner NOA No. -0717.03 Expiration Date: August 01,2022 Approval Date: August 10,2017 E-1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear.and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM C793- PASS,ASTM C719-X25%and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest,dated 06/30/17,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA No. 15-0102.01) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, BETI-06-4086, HETI-064087, HETI-06-4089, HETI-06-4090, BETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted underNOA's No. 07-0511.10 and 07-0813.05) G. OTHERS 1. Notice of Acceptance No. 15-0102.01,issued to SIW Impact Windows,LLC for their Series"200 StormSafe"Aluminum Horizontal Sliding Window—L.M.I.", approved on 06/18/15 and expiring on 08/01/17. Manu97!ez,P.E. Product Cootaminer NOA N0717.03 Expiration Date: August 01,2022 Approval Date: August 10,2017 E-2 74' 111' la_ V WINDOW WIDTH WINDOW WIDTH TIE 1� N �Y r: 8'MAX. 8' 12'MAX. 6'MAX. 8' 12'MAX. z �m HEAD/SIE— � HEAD/SILL FALSE MUNTINS HEAD/SILL HEAD/SILL FALSE MUNTINS CORNERS SURFACE APPLIED CORNERS SURFACE APPLIED OPTIONAL O k •°no� -I OPTIONAL (y 0 � y6i Oggcoy �'1V ii ii ii II II ii d'o�' O u'w m IL_____ ___�1 _ __ ___jL___ __ II II __J'_ (, e^i --___ -__— "—__—7t-- — _ -- C pI 11 11 C D . E C D ii /• i. I IL O s c o a m + u n m C o t ,� -_-fit____ - __fit____ . a N:o n m F, an d Itt V II m N ^ rot o ii_-__ 11__----IT_tl o __--'I___- N LL Z g 5 Sh ZZ In 0 s II II -----u----- ----LL- -- - ++--- --- -- - - -- --- II II ,I II II II N II II Ij II II 11 m B II II B I II 11 II JN _I o I ^ �1tit 32 1/2' 32 1/2' 24' 49 1/4' 24' z 0 4 - D. OPG. D.L. OPG. m D.L OPG. D.L OPG. D.L OPC, e 9 Z N 37 1/8' ADDL ANCHOR 8/8. AODL ANCHOR 28 58' 3i'•I I°j. AT MTO.STILE ENDS AT MTC.STILE ENDS / 2 VENT WIDTH SEE SHEETS 2 THRU 4 VENT WIDTH SEE SHEETS 2 THRU 4 VENT WIDTH U CAPACITY Z a SERIES 200 STORMSAFE FOR CAPACITY FOR a C,m A ALUMINUM HORIZONTAL SLIDING WINDOW TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE _3 r W v COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER y 1 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING - O MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS iri n n TO THE BUILDING STRUCTURE. o o y o g ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS - •5: AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ;I c o AALOAD DURATION INCREASE S ERIAL SHALL BE BEYOND USED IINNDRESSIDESIGN OF ANCHORS INTO WOOD ONLY. JULNG OR STUCCO. 0 t 2897 .•�`JpoIAN, z W ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Y:'V,GEN,gF MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT PRODUCTREVISED No ~ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE &ADOPTED STANDARDS. as-.plYingwiLbdmFle" Dodding Gide THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION A plance_ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACYwt oDme 24 OF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. RY '! ORIDw. ` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THESE WINDOWS ARE RATED FOR LARGE SMALL MISSILE IMPACT. Miam' ade roduct Gmud i�S�," ' `� WO7—ZH AND TO BE REVIEWED BY BUILDING OFFICIAL. SHUITFI2S ARE NOT REQUIRED. �Ttlllll111 sheet 1 of a 1/8"ANN. GLASS 3/16"ANN. GLASS �� m N 090"Interiayer .090'Interloyer o Saflex Cleo,And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z q m 33 O 1/8"ANN. GLASS 3/16'ANN. GLASSiL F g Z d a W O Q m zm � m aJ 24 24 e^r Rn 9.1A it v W F 2 SILICONE I 2 SILICONE VVV D •i ! DOW CORNING 995 �! i! DOW CORNING 995 a C m °o 0 0 0 iy Z le_o & 9 ¢ 9A r o f m J Z�Q J 19 AT 1/4 POINTS ON LITES t9 AT 1/4 POINTS ON UTES Q W N f WIDER THAN 36" WIDER THAN 36' 0 GLASS TYPE 'AGLASS TYPE 'B' 11/32" OVERALL 15/32" OVERALL 3 � 1/8'TEMP. GLASS 3/16'HEAT STREN'D GLASS J N J O_ 1/4"AIR SPACE 090'Intedayer uj a n TroaHol PVB 3/16"H.S. GLASS 1/8"H.S GLASS By 'kuraray America, Inc.' O>n OR p Q W 090"Interlayer 090' Interlayer 090"Interlayer g Z rn N SentryGlas Troaifol PVB Saflex Clear And Color Glass By•Kuraroy America, Inc.' By 'kuraray America, Inc.' By 'Eastman Chemical Co.' 3 =n UZv < 3/16'H.S.GLASS 1/8'H.S. GLASS 3/16'HEAT STREN'0 GLASS 3 Qd m o } 1/4•X 1/4' i m i ALUM SPACER i 4 t^ 4 ut 4 � Cn rn 0 io ] 9.1A ie 9.1 -------------- 2 2 SILICONE 2 SILICONE �71 !i !j 25 SILICONE �! i! DOW CORNING 995 DOW CORNING 995 m li ii DOW CORNING 995 d 9A 9B 9A 19 AT 1/4 POINTS ON LITES 19 AT 1/4 POINTS ALL SIZES 18 AT 1/4 POINTS ON LITES H WIDER THAN 36' WIDER THAN 36" e1 b z 8 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' 15/32" OVERALL 11/16" OVERALL 7/16" OVERALL ^ C, o e GLAZING OPTIONS ` _ .JUL 0 � 111111111!/r j 1 �i8% ,��J�o.Ao•,�% s s a PRODUCT REVISED = 0592 = a as complying wilh the Florida y�T Buildiaa Cade l oT 1 7.0 — a° u Accepteoce No ! 3 o G "sorion Die Z2 �®'., TATE OF (�� drawing no. Mimi ads ro nct Car DESIGN LOAD CAPACITY-PSP(XO OR OX SIZES) 4mU L W/O STEEL RRINPORCING WITH STEEL RRINPORCING GLASS TYPE GLASS TYPES GG89 TYPE GLASS TYPE GLASS TYPE c WIDTH DWS. 'A' '8'Y'D' 'E' 'C f 'C' • a 3 WIM WONT EXf.(+) INT.(-) EXL(+) Da.(-) EXL(+) 9R.(-) E%L(+) INT4-) E1Gj+) INf.(-) (1/� (1/-) m qt 24• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 38• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 4 5 6 48' 24• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 0 C N�4',.0 0 80' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 72' 70.0 70.0 70.6 70,0 70.0 70.0 80.0 100.0 24" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - C y 36' 70.0 70.0 70.0 70.0 70.0 70.0 00.0 100.0 - _ OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH ()c ut,4 48' 38' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - XO OR OX O C Q o 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - O G 72" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - a Z p N 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - LLz�=O 36' 70.0 70A 70A 70.0 70.0 70.0 80.0 100.0 - 48" 70.0 70.0 70.0 70.0 70.0 70.0 00.0 100.0 - - Q W Qi f F 60" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 48' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 84 - - - - 70.0 70.0 - - - - 90' - 70.0 70.0 - 98' - - - - 70.0 70.0 - 24• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - � JO 36' - - 70.0 70.0 70.0 70.0 80.0 100.0 - 48' 80• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 41 3 70.0 70.0 70.0 70.0 80.0 100.0 - - O a n 72' - - 70.0 70.0 70.0 70.0 80.0 100.0 84' - - - - 70.0 70.0 - - - - 3 W a 24' _ _ _ _ _ _ 80.0 100.0 - 80.0 100.0 - - UQ ZO . 48' 72' _ _ _ BDA 100.0 - - z d U m N m• _ _ _ _ _ _ 80.0 88.0 - - 1 uj r n 72' - - - - - - 77.9 77.9 80.0 100.0 S }� 20-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - N Ot p 37' 70.0 70.0 70.0 70.0F70.0 70.0 80.0 100.0 53-1/0• 28• 70.0 70.0 70.0 70.0 70.0 BOA 100.0 - - 74• 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2• 70.0 70.0 70.0 70.0 70.0 $0.0 100.0 - - 37• 70.D 70.0 70.0 70.0 70.0 80.0 100.0 - - APPLIED SILL RISER (ITEM #25) REQUIRED WHEN us3 1/8• 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. 74• 70.0 70.0 70.0 70.0 . 70.0 00.0 100.0 26-1 70.0 70.0 70.0 70.0 1 70.0 70.0 80.0 100.0 - - 37 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 53-1/8' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - NOTE: 74• 50-5/e• 7ao 70.0 70.0 70.0 70.0 70.0 80.0 100.0' - - GLASS CAPACITIES ON THIS SHEET ARE 84• - - - - 7ao 70.0 - - - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 90• - - - - 70.0 70.0 - - - - AND FLORIDA BUILDING COMMISSION - - 70.0 70.0 - - - - DECLARATORY STATEMENT DCA05-DEC-219 d o W 28-1/2• - - 7ao 70.0 70.0 70.0 80.0 100.0 70.0 70.0 70.0 70.0 80.0 100A 53-1/8• 83• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - `��• 74• - - 70.0 70.0 70.0 70.0 80A 94.2 - - i . y� 84• - - - - 70.0 70.0 - - - - jUL 0 7 2017 _ 0502 28-1/2' - - - - - - 80.0 100.0 - - PRODUCT REVISED 80.0 100.0 - - eta complyiq"ilh Nn Florida Nuildi�Coda M o 53-1/8' 74' 80.0 92.7 - - A-pwem OF ', � dftlWlOg r1OOp. Cxpimliat Date 2 74' - - - - - - 73.5 73.5 80.0 100.0 AX DP.:' .�Qll� W07_GO /��� AT UTC.SPLE ENDS OY' / ,`ntlAL M. a oda r0.uc[C I1 1111111\\ sheet 2 of$ DESIGN LOAD CAPACITY-PSF(XO OR OX SIZES) �U 3 ' m W/O STEEL REINFORCING WITH STEEL REINFORCING I GLASS TYPR GLASS TYPES GLASS TYPE GLASS TYPE o WINDOW DIMS. A. '6'A:•D• 'C' •C' • Z m 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) NIT.(-) DH.(+) L4T.(-) 0 k y ya 54• 70.0 70.0 70.0 70.0 60.0 1oo.0 f 2 tr a 83• 70.0 70.0 70.0 70.0 80.0 100.0 - - C. Ii m 7Y 24' 70.0 70.0 70.0 70.0 80.0 100.0 - - Q `m U 81' 70.0 70.0 70.0 70.0 80.0 100.0 - - It yyCII 54' 70.0 70.0 70.0 70.0 80.0 100.0 - - O N h 63• 70.0 70.0 70.0 70.0 80.0 100.0 36' 0 m�m 72• 70.0 70.0 70.0 70.0 80.0 100.0 - - Q'2 A7 g 81' - - 70.0 70.0 80.0 100.0 - - 0 54' F70 70.0 70.11 70.0 80.0 100.0 63' 70.0 70.0 80.0 100.072• 46' - 70.0 70.0 80.0 100.081' 70.0 70.0 80.0 100.054' - 70.0 70.0 80.0 100.0 - - al 2 63' - 70.0 70.0 80.0 100.0 -72' - 70.0 70.0 80.0 100.0 - - e Bl' - - 70.0 70.0 80.0 100.0 - m 54' - - - - 80.0 97.8 - - 3 e 83' _ _ _ _ 80.0 88.1 - - z -10 _ 72' 72• 80.0 81.2 80.0 100.0 N�d N 81' - - - - 78.3 78.3 80.0 100.0 3 W M 55-1/2' 70.0 70.0 70.0 70.0 80.0 100.0 - - 0 Q M 79-3/4' 26• 70.0 70.0 70.0 70.0 80.0 100.0 - - - Z 83-1/4' 70.0 70.0 70.0 70.0 80.0 100.0 S rn 55-1/2' 70.0 70.0 70.0 70.0 80.0 100.0 79-3/4' 38-3/8' - - 70.0 70.0 80.0 100.0 - - ¢O 83-1/4' - - 70.0 70.0 80.0 100.0 - 11 U m 55-1/2' 70.0 1 70.0 70.0 70.0 80.0 100.0 79-3/4' 50-5/13' - - 70.0 70.0 80.0 100.0 - - ?1nJ 83-1/4' - - 70.0 70.0 80.0 100.0 - - vl CCS0) 55-1/2' - - 70.0 70.0 80.0 100.0 79-3/4' �• - - 70.0 70.0 60.0 96.5 - - 83-1/4' - - 70.0 70.0 1 80.0 1 95.0 55-I/2• _ _ _ - 80.0 92.3 79-3/4' 74' - - - - 73.6 73.6 80.0 100.0 3 c 33 83-1/4' - - - - 72.0 72.0 80.0 100.0 $P U WITH ADDL ANCHOR AT ARC.STILE ENDS o NOTE: APPLIED SILL RISER (RGLASS CAPACITIES ON THIS SHEET AREEM X25) REQUIRED WHEN BASED ON ASTM E1300-09 (3 SEC. GUSTS) c u (1/3w) (2/3w) EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 a W 8 � 11A1T n u lrrrrr JUL fir 2017 ��` .1P®.�►!. s a 1 ` OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCTP.EVISED - = . u comPlpo fi with it.Florida _ XO OR OX Bundiug cods ./M Ac<ePtaom No� •0 �/•%7 'wtiatDWc •, ��(y`� drawingv no. �,. By S+ •...... W07-28 cowMiomi ads wt COT/rs��AIAI NA````\ sheet 3 of 8 DESIGN LOAD CAPACITY-PSF(XOR SIZES) DESIGN LOAD CAPACITY-PSF(XOX SIZES) U 3 A/O STEEL REINFORCING WITH STEEL REINFORCING W/O STEEL REINFORCING WITH STEEL REINFORCING CLASS TYPE GLASS TYPES GLASS TYPB 4 GLA53 TYPE 4 GLASS TYPE CLASS TYPES GLASS TYPB 4 GLASS TYPE i ^ WINDOW DIMS. 'A' 'B' k D. 'C' 'C' WINDOW DINS. 'A' 'B'8:'D' 'C' 'C' Z m 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) Ort.(-) EXE.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EAT.(+) INT.(-) EXT.(+) IU70.080.0 R.(+) IHr.(-) IXT.(+) INT.(-) O 1. q Z °y a 72' 70.0 70.0 70.0 70.0 80.0 1ao.0 - - 72' 70.0 70.0 70.0 0.0 100.0 Z(p I 84' 24, 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' 24• 70.0 70.0 70.0 0.0 1 D0.0 - - IL o 98' 70.0 70.0 70.0 70.0 80.0 100.0 - - %• 70.0 70.0 70.0 100.0 - - O W 11n108' 70.0 70.0 70.0 70.0 80.0 100.0 - - 108' 70.0 70.0 70.0 0.0 IDO.0 - - ,ljN72' 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 0.0 100.0 - - c t84' 700 700 70.0 7D,0 80.0 100.0 - - 84' 70.0 70.0 70.0 0.0 100.0 96' 70.0 1 70.0 70.0 70.0 80.0 100.0 - - 96' 70.0 70.0 70.0 70,0 80.0 100.0 - - O,p ° 108• 70.0 70.0 70.0 70.0 80.0 100.0 - - 109' - - 70.0 70.0 80.0 100.0 - - O d p Q< 72• 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 80.0 100.0 �zs 84' �• 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - 7Q0 70.0 80.0 100.0 - - �5?LL n 98' 70.0 70.0 70.0 70.0 80.0 100.0 - - %' - - 70.0 70.0 80.0 100.0 108' 70.0 70.0 70.0 70.0 80.0 100.0 - - 108' - - 70.0 70.0 80.0 IDO.O - - J z 72' - - 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 80.0 100.0 - Q W Off 84' 80• - - 70.0 70.0 80.0 100.0 - - 84' 80, - - 70.0 70.0 80.0 100.0 - - D6' - - 70.0 70.0 80.0 100.0 - - 98' - - 70.0 70.0 80.0 100.0 - - 108' 70.0 70.0 80.0 100.0 - - 108' 70.0 70.0 90.0 100.0 - N 72' - - - - 80.0 100.0 - - 72• - - - - 80.0 97.8 - - 84' 72' _ _ _ _ 80.0 92.5 - - Be 72, - - - - 80.0 88.1 - - (3 N 98' - - - - 80.0 84.1 - - 96' - - - - 80.0 81.2 80.0 100.0 -10 108' - - - - 77.9 77.9 80.0 100.0 1G8' - - - - 78.3 76.3 SO.0 100.0 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - O> 106-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - I 11 70.0 70.0 70.0 1 70.0 80.0 100.0 - - 111' 70.0 70.0 70.0 70.0 B0.0 100.0 - - Z( a 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - � �w=n 106-1/4' 38-3/8' 70.0 70.0 70.0 70.0 80.0 100.0 1 - - 108-1/4' 38-3/0' - - 70.0 70.0 80.0 100.0 1 - - U Z¢U a 111' 70.0 70.0 70.0 70.0 80.0 100.0 - - 111' - - 70.0 70.0 BO.O 100.0 - - d a n 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 90.0 100.0 106-1/4' 50-5/8' 70.0 70.0 70.0 70.0 80.0 100.0 - - 105-1/4' •0-5/8' - - 70.0 70.0 80.0 100.0 111' 70.0 70.0 70.0 70.0 80.0 100.0 - - 111' - - 70.0 70.0 80.0 100.0 74' - - 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 80.0 100.0 106-1/4' 63' - - 70.0 70.0 80.0 96S - - 106-1/4' 63' - - 70.0 70.0 80.0 96.5 - - 111' - - 70.0 70.0 80.0 943 - - ttt' - 70.0 70.0 80.0 95.0 - - 74' - - - - 80.0 98.1 - - 74' - - - - 80.0 106-1/4' 74' - - - - 75.6 75.6 80.0 100,0 106-1/4' 74' - - - - 73.6 73.8 80.0 100,0 $ 111' - - - - 73.5 73.5 80.0 100.0 111' - - - - 72.0 72.0 80.0 1 DO.O G$ WITH ADDL ANCHOR WITH ADDL MICHOR AT ARG.STILE ENDS AT ARG.S11LE ENDS C� u NOTE: (113v) (1 (1/4w) GLASS CAPACITIES ON THIS SHEET ARE i; BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION - ° DECLARATORY STATEMENT DCA05-DEC-219 o o W GEN3�c :o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH d I PRODUCT RI:VISEO 0582 - 1i XOX XOX 0 CGMPIYiOg Wild Ilia Florida _•(}: :{7- i E ,1 Buildufg Coda AccaPtnn«1Jo I •o/7•o t ;:(t�A 4 ExPisatiun Dalt OF �\ drawing no. APPLIED SILL RISER (ITEM #25) REQUIRED WHEN By OF•.•''Ge, W07_2 i EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. 110° UddO c1Cmro '�'�/s°S�O L����� 7j�llll 1111A11 sheet ¢ of $ TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS jj gt TOY SEE ELEV. SEE ELEVS. SEE ELEV. WOOD BUCK FOR SPACING METAL FOR SPACING FOR SPACING . 1 _ STRUCTURE fr__-________________,l n d a J EDGE DI EDGE DIST. j I MWAI-DADE COUNTY APPROVED I m Z y^ 3 d d I I MULLION h MULLION ANCHORS 11 QQQ .4 I SEE SEPARATE NOA 1 0 zQ i s I r N a EDGE GIST. e i,+s•..... �:.���• II Nog3 a O tai o O L________— } _______JJ 00 E`_8 U �..�..... tW,•) 13r C I q L � i 14A O�C000 20 TYPICAL ANCHORS Q d 6 SEE ELEV. ly z v II I! II it FOR SPACING I� WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. a ii ii i! i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I! AND TRANSFER THEM TO THE BUILDING STRUCTURE. I! 1! I! J e N TYPICAL.ANCHORS: SEE ELEV.FOR SPACING � is is ! SEALANTS: 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, FY-155 KSI) z � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ya !I !I !I !I SILICONE OR ACRYLIC SEALANT. 1-1/2" MIN. PENETRATION INTO WOOD O ! ! THRU 1BY BUCKS INTO CONC. OR MASONRY s Q 25 (PEEPHOLES: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY at N _ 44' WEEPHOLES IN PAIRS Wt - 1" X 1 _ I: I: I: l: / DIRECTLY INTO CONC. OR MASONRY C i! i! 1! i! (2) ON VENT AREA AT 2' FROM ENDS AND 26. O.C. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q O (4) UNDER FIX. LRE AT 18" O.C. d V m N W2 = 1-3/4' X 1/4" WEEPHOL.ES WITH NYLON BAFFLE #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) (2) ON VENT AREA AT 15` FROM ENDS AND 24' O.C. INTO METAL STRUCTURES g n " (3) UNDER FlX_ LRE AT 16' O.C. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) N 01o I, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) O u II uil i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) APPLIED SILL MIS 6SEE NOTE ON S 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) SHEETS 2 THRU 4 I! !! I! INTO MIAMI-DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8") a o r ii r ij g (NO SHIM SPACE) `o q� II II II II }y S I! I! II II 8 TYPICAL 01 STANCIF y 3 INTO CONCRETE AND MASONRY = 1-3/4" MIN. 18 INTO WOOD STRUCTURE = 1" MIN. 2 INTO METAL STRUCTURE = 1/2" MIN. Can _ 14 17 WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. a O S i1 IS CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. B 15 18 = C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. �' ac" a 3 Wi N I \ JUL %%��U f 223177 `\\\\\1111 11 IIA N N •'I d• 'd pPRODUGT REVISED '= `• •• .. '. s —plyi.S with.11r:Mori& _ 0592 i 4; } r-' '♦• r 1BY Building Code �? �' ♦'• WOOD BUCK A—pl. 1Vo 'O I •77 TYPICAL ANCHORS O„ • 1 '� Expiration Date 2 ,•A•• ,•�t. SEE ELEV. 8T OF '. drawing no. .• FOR SPACING TYPICAL ANCHORS ey •••'••F[ O>,•.•' ` SEE ELEV. tai ni ade ct ��,lrs �� W07-28 EDGE DIST. FOR SPACING II/ft"ryA�•1\\\\\` sheet 5 of 8 • �U3 rn N I r MIAMI-RADE COUNTY Z '� 3 VENT WIDTH APPR,D CUPPED MUWON w 12 1/4'MAX. SEE SEPARATE I OA STYPICAL EE ELEV.ANCHORS 1/4'MAX © DO 11$SPRING LATCH O SHIMS TYPICAL ANCHORS •(// FOR SPACING Q a `S SHIM 21 SEE ELEV.218 FH/LATCH S FOR SPACING i 1 1 i O N`` U D.L OPG.METAL 7 a STRUCIU E I I II 0 .' ____ __— II I U O W ' I I D cr a�� H ----SCREEN OPT 10 I I 2 ETU':� _____ ______ JOwg bmm 3 i�l 2X3 FOAM PAD 5 14 D.L.OPG. 4 AT TOP & BOTTOM 4A WINDOW WIDTH WINDOW WIDTH n 19 REINFORCING BAR REDD. v p1 WHEN LOADS EXCEEDS 70.0 PSF JN N EXTERIOR z J o_a 18Y o WINDOW WIDTH WOOD BUCKS 3 M v XO LAYOUT OC a Hy TYPICAL ANCHORS OX OPPOSITESEE ELEV. _Z N FOR SPACING y- a UZ� <om N VENT WIDTH VENT WIDTH 1/4'SHIM g Li �{ 1/4'MAX. © D.L.OPG. O 11 OPTIONAL TO D.L. OPG. 72 MAX. TYPICAL ANCHORS SEE V) SHIM SPRING LATCH ELEV.FOR SPACING ai 21 7 #8 FH SMS 7 2/ LATCH METAL WOOD BUCK a STRUCTURE � ..... - O D STRUCTURE o€ e TS 2 23 a =___ _—_= qp B 25 w _ __SCREEN OPTIONAL _--_ :._. .: __ ---- SCREEN OPTIONAE____ (w w W N N 23 co^Hod O p.- m �8g � o e o� DD.L.OPG. 14 g 4 RBNFORCING BAR EQD. 4 JUL O ryug7 ```` . S �.�NN'''''' c•N W 19 �WH LOADS EXCEEDS 70.0 PSF U L 1/` .•• ' EXTERIOR PRUAL.ICTREVISED _ t an roiilpiy''��gg Wilk itb fleYidn _, u X. WINDOW WIDTH (S� ng Cndt A«eptmweNa •O•'f - <° 5 XOXX�I YOUT Eepi of n nate 1Q `�,�� TAT OF drawing no. BY/L' 'moi •' O 10�•:' \�� rf p f+(imii adeProdurtC i�tSs'•••• ���� W�7-28 'A /�jN L1�Y�` sheet g of g -3'000-7 1.328 rrEm PARS/ QUAN77TY DESCRIPTION - MATERIAL YANF./SUPPLf&R/Rl'GfARK9 (� v N I SIW201 1 FRAME HEAD 6063-T6 m�\ .563 2 SIW202 1 FRAME SILL 6063-TB - ^p 1 3 SIW213 1 SILL TRACK 6083-T6 - Z J 1.375 g 2 500 .062 4 SIW204 2 FRAME JAMB (VENT SIDE) 6063-T5 - 0 n y 3.312 .078 4A SW/131 2 FRAME JAMB (FIX SIDE) 8083-TS - ea~ Z S1 of 5 SIW206 1/VENT FIXED WIG. RAIL 6083-T5 - M•O O`.e v 6 SIW107 2/VENT VENT TOP h BOTTOM RAIL 6063-T5 0 �' LOB VENT TOP/BOTTOM RAIL 7 SIW105 1/VENT VENT INTERLOCK 6063-T5 - n' It p t 2.312 B S8Y106 1/VENT VENT JAMB STILE 6063-TG - 0 t N m 9 SIW112 AS REOD. GLAZING BEAD(3/8'GLASS) 6063-T5 - V Id'.ri 1.248 1.448 9.1 SIW128 AS REDD. ALT.GLAZING BEAD(3/8-GLASS) 6063-T5 - 0• ¢m o .078 9A S8Y108 AS REDD. GLAZING BEAD(7/18'GLASS) 8083-T5 - 0 0 FRAME HEAD 2.053 9.1A SIW127 AS REOD. ALT.GLAZING BEAD(7/16-CUSS) 6063-T5 - �r 91 p a 2.35'4 9B SIW117 AS REOD. GLAZING BEAD(LAM.INSUL GLASS) 6063-75 Lam 1'248 11 2K358822 2/VENT SWEEP LATCH,AT 15-1/2-FROM EACH END - MASSOUD h BROS.00. T?ON EDS 1'248 1'448 '166 LEJ 12 SIW109 2/VENT SPRING LATCH,AT 15-1/2'FROM EACH END 6063-T8 - J OpZ m a 13 - AS REOD. FRAME B VENT ASSY SCREWS Q W 01f .812 1.500 14A - 2/VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2'PH SMS O 149 - 2/VENT FIXED RAIL SCREW AT BOTTOM - /12 X 4"PH SMS eO JAMB STILE 078 15 S�M207 4/VENT ROLLER HOUSING k GUIDE DELRIN - �' 2.312 16 ShY208 2/VENT ROLLER - BRASS OR ST.STEEL U n 2.813 17 SIW209 2/VENT ROLLER PIN ST.STEEL = i O_ ,. 18 5/WOW. BAFFLE NYLON x�v 3.000 .078 19 Z/LITE SETTING BLOCK, DUROMELER 8535 SHORE A EPOM - d• 2.353 20 W2320ING AS REOD. TOP S BOTTOM RAIL W'STRIPPING - ULTRAFAS OE EOUN. g 0<M t.246 21 93028E AS REOD. FRAME JAMB W STRIPPING POLYPROPYLENE CENTRAI.PLASTICS Z_fA .0621 l� 22 1 CREEN - 5/16'BOX 3 W I 1� 23 U4513 AS REQO. BULB W'STRIPPNG - SCHLEGEL L-�U p1 I- -loon I 1. 24 5531 AS READ• EXWRIOR GLAZING SPACER.DUROMETER 7035 SHORE A SAMOPRENE CENTRAL PLASTICS Q O m V-- 25 5530 AS REQO. INTERIOR GLAZING SPACER,DUROMELER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS V a O2 FRAME SILL O7 MEETING STILE 26 SIW211 AS REOD. SILL RISER 6063-T5 - to grr5s 2.887 8 N N Q oez .078 O zso �� -.-f.250 1.474 1.248 ,050 '644 1 1.844( T078 .155 1"<0 N 1.424 •3 _ ri u I .812 1.177 J- .050 1.177 .2000 o .2441aoCSILL TRACK O FIXED MTG. STILE .184-1 -I I-.os3 .o5a-1 I- -1'787 (�1.125-y O 2t EXTERIOR GLAZING SPACER 25 INTERIOR GLAZING SPACER c m GLA2ING BEADS (3/8'GLASS) 26 SILL RISER scuE 1:1 scn�t:t 0 o- oe .076 .078 ---1.495 u .551 551 .290'1 I� 082 Jl�t 0� iu97 • " ^H�,, . JP.�. C7 L r 3.000 3.200 3.062 ' 3.000 .OSo� `�`��•' FJVBF'•. rr + T ' II 838 �+ Al2 .812 .p50 1.177 1.122 N 0592 = ~ 1.177 L .050 1.177 1- PR D REVISED - }• 1.248 �_ .615 y with RuRdin c� I 216 .184 .184 .078 Accepts ce No 1 -� F.93 .812 .937 ® F.xpirnt nD.W OF (yam drOWing no. _ IF- g 1.304 r 2.297 2.124 ® � BY sso•••• O FRAME JAMB (VENT SIDE) Q FRAME JAMB (FIX. SIDE) GLAZING BEADS (7/16"GLASS) GLAZING BEAD (LAM. INSUL. GLASS) 12 SPRING LATGtn`ut /NN/I 11\�� sheet 7 of Z -i T t O � U O O A mZ \ zi z \ \ \ m \ o \ \ \ 4 QA. X m m o \z � v o A \ z \ m A ca •l\\ \2\�„ �i.• VV /lllll111111 a n a,l. oF24 m revisions: 5-200 STORMSAFE ALUM HORR ROLLING WDW. LM.I. AL-FARO w 'o no o e escn ion � ) OQ CORPORATION a E PrAls: 1/2• 1• c 01.17.12 NO CIWJ E THIS SHEET SIW IMPACT WINDOWS, LLC. ENGINEERS&PRODUCT DEVELOPMENT J,o D 12.2&14 GENERIL REVISION 9360 SUNSET DRIVE,SURE 120 �•M s 975 S. CONGRESS AVE. #102 MIAMI,FLORIDA 33173 (c.I.N. 3538) TAPoO E 02.2&14 No EM R nus HEEr `r N DELRAY BEACH, FL. 33445 TEL(305)284.8100 FAX(305)282-6978 o ehk F 0100.17 0MRX CHNVGFS Td y81)274-9392 FAX(581)274-8262 ( COMP-ANL W07-28SIW