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HomeMy WebLinkAboutProduct Approval - single hung Kevin and Maureen Petrie 1303 White Oak Lane Ft Pierce, FL 34982 O enin NOA# Type Req_Pressures Actual Pressures Size W" x H" Shutters Zone 1 19-0131.03 Single Hung (+42.1/-56.4) (+80/-80) 53"x 76" No 5 2 19-0131.03 Single Hung (+42.1/-56.4) (+80/-80) 53"x 76" No 5 3 19-0131.03 Single Hung (+42.1/-56.4) +80/-80) 53"x 76" No 5 4 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 5 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 6 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 7 19-0131.19 OX Sliding Glass Door (+42.1/-56.4) (+50/-60) 95"x 79" No 5 8 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 53"x 38" No 5 9 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 10 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 11 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 12 19-0131.03 Single Hung (+42.1/-56.4) (+70/-70) 36"x 63" No 5 13 . o a� !� E U D N 6J ® CD E ui w CL File COPY Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method 1,Part 1 and FBC(2017)for Retrofiting in Accordance with Formal Interpretation#5 For Detached One-and Two family dwellings and Multiple Single-Family Dwellings(Townhouses) with Mean Roof Height<-30 feet Wind 170 mph(3-second gust) / Exposure C** / Kd=0.85 / Kzt=1.0/Pressures are in PSF/Not for use in Coastal(Exposure'D'areas) *Using Allowable stress Design methodology(P=0.6w) / "*Exposure shall be determined according to ASCE 7-10 Section 26.7.3(Exposure Categories) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Wind - Location: Gable or HI Zone Zone Zone Zone Area 1 2 3 1 2 3 1 2 3 1 2 3 Roof (ft2) + - + - + - + - + - + - + - + - + - + - + - + - 10 Gable/Hip 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20 Roof 16.0 -36.8 16.0 -56.7 16.0 -79.1 16.0 -39.1 16.0 -60.2 16.0 -84.0 16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7 -65.6 16.7 -91.5 50 0!;70 16.0 -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 16.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 (0 to 1.5:12) 16.0 -34.6 16.0 -41.0 16.0 -41.0 16.0 -36.8 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.0 -47.4 10 Gable/Hip 21,8 -34.6 21.8 -60.2 21.8 -89.0 23.1 -36.8 23.1 -64.0 23,1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 25.2 -40.0 25.2 -69.7 25.2 -103.0 20 Roof*** 19.9 -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0 -64.1 23.0 -9613 50 70<0:5 270 17.3 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19,3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.4 20,0 -56.7 20.0 -87.5 100 (1.5 to 6:12) 16.0 -31,4 16.0 -44.2 16.0 -69.8 16.3 -33.3 16.3 -47.0 16.3 -74,2 17,1 -35.0 17.1 -49.2 17.1 -77.8 17.8 -36.3 17.8 -51.1 17.8 -80.8 10 Gable Roof 34.6 -37.8 34.6 -44.2 34.6 -44.2 36.8 -40.2 36.8 -47.0 36.8 -47.0 38.5 -42.1 38.5 -49.2 38.5 -49.2 40.0 -43.7 40.0 -51.1 40.0 -51.1 L220270<8 5 450 33.6 -35.9 33.6 -42.3 33.6 -42.3 35.7 -38.1 35.7 .44.9 35.7 -44.9 37.4 -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.5 38.9 -48.9 38.9 -48.9(6 to 12:12) 32.4 -33.3 324 -39.7 32.4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 -44.2 36.0 -44.2 37.4 -38,6 37.4 -46.0 37.4 -46.0 31.4 -31.4 31.4 -37.8 31.4 -37.8 33.3 -33.3 33.3 -40.2 33.3 -40.2 35.0 -35.0 35.0 -42.1 35.0 -42.1 36.3 -36.3 36.3 -43.7 36.3 -43.7 1**For Hip Roofs with angle>7 degrees(1,5;12)and5 25 degrees(5.5:12),Zone 3 shall be treated as Zone 2(Figure 30.4-26,Note 7,p.337) Eective Mean RoqO3iottkQf 15 feet Mean Roof Weight of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 3o feet Wind Zon Zone Zone Zone Area Location 4 5 4 5 4 5 4 5 It + - + - + - + - + - + - + - +37.8 -41.0 37.8 -5040.2 -43.6 40.2 53,8 42.1 -45,7 42.1 -56.4 43.7 -47.4 43.7 -58.6 36.1 -39,3 36.1 -47.2 38.3 -41.7 38.3 -50.1 40.2 -43.8 40.2 -52.6 41.8 -45.5 41.8 -54.6 Wall 33.8 -37.0 33.8 -42.7 36.0 -39.4 36.0 45.4 37.7 -41.3 37.7 -47.5 39.2 -42.9 39.2 -49.4 32.1 -35.3 32.1 -39.3 34.1 -37.5 34.1 -41.7 35.8 -39.4 35.8 -43.8 37.2 -40.9 37.2 -45.5 500 28.2 -31.4 1 28.2 -31.4 29.9 -33.3 1 29.9 -33.3 131.41 -35.0 131.4 1 -35.0 32.6 -36.3 32.6 -36.3 Garage Door Wind Loads } a t , aa F � a-< for a Building with 30-toot Mean Roof Height a3 2_ _ ___2_ 3 e _ t__ --, IN E)tposure C Tables 1609.7(1)&(2),and Section 1609.3.1 Effective Wind Area Wind Load 2 1 1 2 5 ; 4 ; 5 h 2 ; 1 ; - Roof Angle ; ; ; ; , 5 4 5� Width Height + - ' 8 8 35.2 -39.8 a a - , a < ,. a { 0-10 ----�- --'-----' - Gable Roof Flip Goof 10 10 34.1 -38.2 ' 14 14 degrees 32.3 -36.1 For Effective Wind Areas between those given,values maybe interpolated.Otherwise use the value associated with the lower Effective WAArea.9 7 >10 38.4 -43.4 End Zone(a)shall be the smaller of 10%of Least Hor.Dist.or 40%of Mean Roof Height('h'),but not less than 4%of Least Hor.Dist.16 7 degrees 36.8 -41.0 Identify the zone per the figure or information by others.Any questionable zone Is to be considered the more critical zone. Design is based on the 3-second gust(wind velocity)for Risk Category II(general residential&commercial construction)per FBC 1620.2 Broward.These tables not for use with essential facilities or assembly occ Page 2 of 2 FBC 6th Edition (2017) Formal Interpretation#5 Effective date; January 1,2018 1 M IAM 1-RADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaALg2y/building SIW Solutions,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 co m 1 with the Florida Building de,inc u mg e e oci Hurricane one.- C SCRIPTION: Series "100 StormSafe"Aluminum SingleLHung Window—L.M.I. PROV�hLe�etsl DOCUMENT: wing No. W07-07 titled " e um mgle Hung Wdw. (L.M.I.) , through 5 of 5, dated 01/29/07,with revision F dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Natice of A nce-numb d ex iration date by the Miami-Dade County P ontrol Section. MISSILE IMPACT RATING:Large an Small Missile Im act R : Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the.NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0731.06 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 Manuel Perez,P.E. NOA No.19-0131.03 MIAMI•DADE COUNTY Expiration Date: May 10,2022 q. 7 Approval Date: March 14,2019 .81511c Page 1 SIW Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 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 E dated 07/19/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per 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 5t" 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. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. Manue er z,P.E. Product Contr l Eyaminer NOA No. -0131.03 Expiration Date: May 10,2022 Approval Date: March 14,2019 E-1 SIW Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition(2014) and FBC 6th Edition (2017), and of no financial interest, dated 07/20/17,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No. 17-0731.06) G. OTHERS 1. Notice of Acceptance No. 16-1129.06, issued to SIW Impact Windows,LLC for their Series"1000 StormSafe"Aluminum Single Hung Window-L.M.I., approved on 01/12/17 and expiring on 05/10/22. 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 F dated 12/05/18,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. 17-0808.02 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. Manuel Per P E. Product Control Ex m' er NOA No. 19-0131.03 Expiration Date: May 10,2022 Approval Date: March 14,2019 E-2 SIW Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 60'Edition(2017),dated January 9, 2019,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated December 28,2018, signed by Mr.Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated December 28,2018, signed by Mr. Abdiel Lopez,Manager G. OTHERS 1. Notice of Acceptance No. 17-0731.06,issued to SIW Impact Windows, LLC for their Series"1000 StormSafe"Aluminum Single Hung Window-L.M.I., approved on 10/05/17 and expiring on 05/10/22. Manuel er P Product Control Em' er NOA No.19- 31.03 Expiration Date: May 10,2022 Approval Date: March 14,2019 E-3 53 1/8" EQUAL LITES WINDOWS r` N WINDOW DE G PACITY - PSF ��o FLANGE DIMS. GLASS TYPE'A' S TYPE'B' G STYPE'C' GLASS TYPE'D' GLASS FALSE MUNTINS 46 3/4" WIDTH HEIGHT EX. T.(-) EXT. _ .(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 2. (SURFACE APPLIED) D.L OPG. 19-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 n w J MAY BE USED A 14'MAX, 6"MAX. F 3 HEAD HEAD 26-1/2" 70.0 70.0 80.0 B0.0 80.0 120.0 70,0 70.0 80.0 120.0 CORNERSa,C (� o 32" 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 37' 26' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O tl II 42' (4) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 0'W o it II 48' 70.0 70.0 80.0 80.0 BOO 120.0 70.0 70.0 80.0 120.0 0�=m C6 O II /. II 53-1/8' 70.0 70.0 80.0 80.0 BO.0 120.0 70.0 70.0 80.0 120.0 0 4 _ _ I %iII 19-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O O � s vl J 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O 1 G p it it 32 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O-a b1% m¢ it 3 II 5 37' -3/8" 70.0 70.0 80,0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 �t�� a II ® 42' (4) 70.0 70.0 80.0 80,0 80.0 120.0 70.0 70.0 80.0 120.0 {a6 2 x 70.0 70 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 � 53-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 Q W In 01 f F Z II II 70.0 70.0 80.0 80.0 80,0 120.0 70,0 70.0 80.0 120.0 O 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 � a ,tri o --_ it ii N 32' 70.0 70.0 80.0 80,0 80.0 120.0 70.0 70.0 80,0 120.0 S7• 50-5/8' 70.0 70,0 80.0 80.0 80.0 120.0 70.0 70,0 B0.0 120.0 3 42' (6) 70.0 70.0 80,0 80.0 80.0 120.0 70.0 1 70.0 80.0 120.0 II •/ II 48• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 1 70.0 80.0 120.0 3 II II -T- 53-1/8' 70,0 70.0 80.0 80.0 80.0 120.0 70,0 1 70.0 80.0 120.0 7 19-1/8• 70,0 70.0 80,0 80.0 80.0 120.0 70.0 70.0 90.0 120.0 z J Q 28-1/2 70.0 70.0 80.0 80.0 110.0 120.0 70.0 70.0 80.0 120.0 y ADOL.ANCHOR m 32• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 N N REDD. FOR WIDTHS Z 63" C W m ABOVE 48'ONLY xo 37 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O X=m 49 1/2' 'O U 42' 70.0 70.0 80.0 00,0 80,0 120.0 70.0 70.0 80.0 120.0 +'U U I VENT WIDTH O ^ SERIES 100 STORMSAFE 48' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 0 m^ ALUMINUM SINGLE HUNG WINDOW EQUAL LITES s3-1/e• 70.0 70.0 eo.o Bo.o Bo.o 120.0 70.0 7a.D eo.o 120.0 Ln vi r 19-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 1 70.0 80.0 120.0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 26-1/2" 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 3 n w CHARTS SHOWN ON SHEETS 1 & 2. TYPICAL ELEVATION N o TESTED UNIT 32" 74-1/4• 70,0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 37' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 42" (e) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48' - - 80,0 80.0 80.0 120.0 70.0 70.0 60.0 120.0 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SHUTTERS ARE NOT REQUIRED. 53-1/B' - - Bo.O 80.0 80.0 120.0 70.0 70.0 80.0 120.0 S P LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 19-1/8" 70.0 70.0 90.0 BD.O 80.0 120.0 70.0 70.0 90.0 120.0 n WILL APPLY TO ENTIRE SYSTEM. 26-1/2' V 70.0 70.0 90.0 9D.o 80.0 120.0 70.0 70.0 80.0 120.0 2 o o 32' 70.0 M0.--O 80.0 80.0 80.0 120.0 70.0 70.0 80,0 120.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 37• 70.0 .0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 v o s REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 42• 70.0 �-1-1000 .0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 '8 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE '� 80.0 80.0 120.0 70.0 70.0 80.0 120.0 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 7 53-1/8 - .0 802 B0.0 120.0 70.0 70.0 80.0 120.0 '6 o� TO THE BUILDING STRUCTURE. 1 ' SHOWN 17'.(+) LO 9UIRE ADD-ON SILL]2ALiP n 6 N g ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. '� c o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. r---� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ``111111111 f/f7j7 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ��1 p.0 AH, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. PRODUCT REVISSD MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ns cam,lyin3 with Iltu Florida Np,70Sg2 . COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -Buildin•Cudc REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. 6 NOTE: naePt�ce THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION £ 'ratintldtc FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY GLASS CAPACITIES 13 THIS SHEET ARE ! L7I '•, Jan 9,2019 0 BASED ON ASTM E1300-09 3 SEC. GUSTS 0'•, STATE OF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR BY WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION Mim' a eProouct ���'' F<OR1DP.•'�e�,0��` W07_07 CONDTOONS NOT REVIEWED BYSHOWN I BUTHIS ILDING AWINGAL.ARE TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219AND '77s/Sj�® ��11�111�`` sheet T of 5 i 53 1/8" UNEQUAL LITES WINDOWS luV) WINDOW WIDTH n DESIGN LOAD CAPACITY - PSF 0 46 3/4' FLANGE DIMS. GLASS TYPE W1 GLOSS TYPE 'B' GLASS TYPE'C' GLASS TYPE'D' GLASS TYPE'E' o (SURFACE APPLIED)E MUNIINS D.L. OPG. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) MAY BE USED 3 14•MA%. 6" MAX. o a H� H� 19-1/8• 70.0 70.0 80.0 fi0.0 80,0 120.0 70.0 70.0 80.0 120.0 CORNERS 26-1/2• 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 F 32' 70.0 70.0 80.0 80.0 80,0 120.0 70.0 70.0 80.0 120.0 C G o p 37" 50-5/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 60.0 120.0 ® �, p II ii 42' (5) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 a O WWWC µ q II l 48' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 N y II II 53-1/8' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 v`01 G y -====1r-----fir----- 19-1/6' 70.0 70.0 80.0 80.0 80.0 720.0 70.0 70.0- 80.0 120.0 Q��y.L9 0 o II �� it 26-1/2" 70.0 70.0 80.0 BO.0 80.0 120.0 70.0 70.0 80.0 120.0 C IL a p ~ ' 32" 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 y y C m -[ II I 63" K z `-� N m II II 37" 70.0 70.0 8D.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 W m 1/8"ANN.GLASS z II II (6) _ _ m_a 42• 80.0 80,0 80.0 120.0 70.0 70.0 80.0 120.0 �•?p n 090'Intedayer $ ii li 48' - - 80.0 80.0 60.0 120.0 70.0 70.0 80.0 120.0 Z Imo Saflex Clear And Color Glass z By'Eastman Chemical Co.' 53-1/8" - - 60.0 60.0 80.0 720.0 70.0 70.0 - - W it B li �`a 3 aK 19-1/8' 70,0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 26-1/2' 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 60.0 120.0 � / e 1 8"ANN. GLASS 3Y• _ = 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120,0 rn 2i, 74-1/4• cs a a it /� II 37 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 z! In a n o C it 42• (B) - - 60.0 60.0 80.0 120.0 70.0 70.0 - - 4B 15 ' n c �;i 4LLIXIX �� - - 60.0 60t. .. 0 80.0 120.0 70.0 70.0 - - _ In 10 8.1A r C = �' 53-1/8' - - 60.0 .0 120.0 70.0 70.0 - J>M ii 19-1/8" 70,0 70.0 80.00.0 120.0 70.0 70.0 80.0 120.0 Z Q LL r-= , ADDL.ANCHOR m 26-1/2• 70.0 70.0 80.0 .0 120.0 70.0 70.0 60.0 120.0 vi y II I- OD.FOR WIDTHS 49 1/2' ¢ 3Y' 78• - - 60.0 .0 120.0 70.0 70.0 80.0 120.0 CtNat rn II ABOVE 48'ONLY V� -1. 0 SILICONE u 37' (8) - - 60.0 .0 120.0 70.0 70.0 - - '•Oy p DOWSIL 995 UNEQUAL LITES (ORIEL TYPE) 42" - - 60.0 .0 120.0 70.0 70.0 - - o N µmi 48" _ = 60.0 .0 120,0 70.0 UBA m .. iGJ 13 AT 1/4 POINTS ON LIT S ,TYPICAL ELEVATION 53-1/8" 60.0 .0 120.0 70.0 70.0 ��r v1O'i WIDER THAN 36"ON TESTED UNIT _1 In SHOWN EXT.(+) LOADS REQUIRE ADD-ON SILL RAMP r w GLASS TYPE 'A' REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP. N (n n D 1/8'TEMP. GLASS • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. O 1/4'AIR SPACE 3/16'ANN.GLASS 3/16'H.S. GLASS 1/8" H.S GLASS 1/8' H.S.GLASS 090"Interlayer 090•Interlayer 090'Interlayer 090"Interlayer r Soflex Clear And Color Gloss SentryGlas Saflex Clear And Color Glass SenlryClos o By'Eastman Chemical Co.' By'Kuraray America, Inc.' By 'Eastman Chemical Co.' By'Kuraray Americo, Inc.' f-3/16"ANN. GLASS 3/16" H.S. GLASS 1/8'H.S. GLASS 1/8'H.S. GLASS ?rc 88 p- PRODUCT REVISED F �•t E.+ m Complying with the Fimida iio m 8.7ABuilding Cade {- 2 •o15 APufo14 n- 915 .�8.1 tion Data s m $n c d p li li 71 p it ii 11 0 II 11 p U i� 11 B Y w I' I I I. � I NL ade PNdl:af Co,Irt \\\{111111/// p,L �,........•,AI,� p�� q •e o cP.NSF'•• SILICONE SIUCONE SILICONE SILICONE 0 8 DOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 995 6 8A 0.70592 0 - g 8B u a AT 1/4 POINTS ON S AT 1/4 POINTS ON LITES 'AT 1/4 POINTS ON LITES I+I 11 WIDER THAN 36'0 Y 13 WIDER THAN 36"ONLY 25 13 AT 1/4 POINTS ALL SIZES 13 WIDER THAN 36"ONLY Jan 9,2019 ; �( •'• STATE OFQUA drawing no. GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' '�,�+` '•"ZoR70P.•''�,\��` W07_07 GLAZING OPTIONS 13 TYPICAL ANCHORS TYPICAL ANCHORS EDGE DIST. SEE ELEVTYPICAL ANCHORS SEE ELEVS. FORS CL%tluj j SEE ELEV. FOR SPACING 18y FOR SPACING ____ ___ __ __ _____ X's ! ...� WOOD BUCK; Yr EDGE Fr_______________ \; e METAL 11 MIAMI-DARE COUNTY APPROVED I I hat -� DIST. STRUCTURE j� MULLION & MULLION ANCHORS �1 O "�h a d° a•' I SEE SEPARATE NOA I 418- 11 EDGE EDGE DIST. i N g 77 O o �____ al 1 O - O pzz o paoo �TYPICAL ANCHORS p SEE ELEV. WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' yy1 an S li h I FOR SPACING - W g N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM oa AND TRANSFER THEM TO THE BUILDING STRUCTURE. S o aa�g � SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING o ii R8 FH SMS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) v 8 2/LATCH SILICONE OR ACRYLIC SEALANT. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES e 17 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) e OPTIONAL TO WEEPHOLES: N ii. 17 SPRING LATCH THRU 1BY BUCKS INTO CONC. OR BLOCKS c> o t6 Wt = 1/2" LONG NOTCH AT EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) i � N AT 3" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) �ti _j W2 = 1/4" WEEP HOLE WITH PLASTIC BAFFLEJQ 1 DIRECTLY INTO CONCRETE OR BLOCKS AT 8-1/4" FROM EACH END AND AT CENTER 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) ? y V) a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) p X=n 3 a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o n a $ W - INTO METAL STRUCTURES (HEAD/JAMBS) m O U m !Fa I 79 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE } e k1 i ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) g ?to j STEEL:I 1/8" THK. MIN. (Fy = 36 KSI MIN.) i N rn Ld nw N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O I a x{12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o G = INTO MIAMI-DADE COUNTY APPROVED MULLIONS o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I Ili ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) s 5 Gi 11 6 I 1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI M)N.) (NO SHIM SPACE) c $ (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) �o&o li _ TYPICAL EDGE DISTANCE a 6 t 16 I INTO.CONCRETE AND MASONRY = 2-1/2" MIN. 10 INTO WOOD STRUCTURE = 1" MIN. Oi 19 9 i INTO METAL STRUCTURE = 3/4" MIN. m C W2 t 20 I WOOD AT HEAD OR JAMBS SG a 0.55 MIN, w o N W1 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o u o W 4 ADD-ON C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. c 22 12 SILL RAMP O ``111ULqurrrr qa - PRODUCT REVTSTiD n °. a,con:pll'in6withtheFlociJa No-30592 o Unitdin9 code Ac pt -Q .03�it1 d` crcc IJo s.. P i E''ration lla?e - �� Jan 9,2019(y (r6 SMS '. 1 BY py 0'.., STATE OF �(/. drOwing n�o7. ^ 2 PER BRACKET WOOD SUCK bfimui o3ucL FCOR.Df`.•'C, WO7—O/ ��i ..•....... ,,me�,�q e'77110NA�t�;��` sheet Sof 5 ITEM PART I/ READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SIW101 1 FRAME HEAD 6063-T6 m o 2 SIW102 1 FRAME SILL 6003-16 p 3 SIW103 2 FRAME JAMB m 3 6063-T6 Z q n 4 SIW104 1 FIXED MTG.RAIL 6063-T6 - 0 n 5 SIW105 y VENT TOP RAIL 6063-T6 - Q a 6 STN106 1 VENT BOTTOM RAR 6063-T6 7 SIW107 2 VENT SIDE RAIL 6083-T6 GNWU 8 SiWIO8 AS ROD. GLAZING BEAD(7/16"GLASS) 6063-T6 Q°a C 8.1 SIW127 AS ROD, ALT.GLAZING BEAD(7/16'GLASS) 6063-T6 - MIAMI-DADE COUNTY 8A SIW112 AS ROD. GLAZING BEAD (3/8°GLASS) 6063-T6 O APPR,D CUPPED MULLION - KO SEE SEPARATE OA TYPICAL ANCHORS B.tA S1W128 AS ROD. ALT.GLAZING BEAD(3/8"GLASS) 6063-T6 SPACING 8B S {� FOR SPACING 11 D SEE IW117 AS ROD, GLAZING BEAD(LAM.INSUL GLASS) 6063-T6 9 SIW109 2/VENT VENT LATCH$9-3/4'FROM ENDS 6063-T6 - Q I I I 10 - i/LATCH LATCH SPRING ST.STEEL Z QU) �p 11 SIWI13 AS REDD. GLAZING LEG SPACER SANTOPRENE 72 SIW124 1 SILL RAMP 6063-TS t•,___ I __" _ _ 13 - AS REOD. SETTING BLOCKS - - -- EFDM DUROMETER aQtS SNORE A 14 4/VENT VENT GUIDE NYLON I� �I 15 E20218KN4020 AS READ, GLAZING BULB VINYL NEOPRENE VLTRAFAB36 1f if 76 ()10 X 1-7J2° 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SMS Ly 17 - 2/VENT SWEEP LATCH (OPTIONAL) ZP.MAK BUILDERS HARDWARE ? "' _._.. - m 18 W23201N00000 AS RE4D. VENT W'STRIPPING 0 EXTERIOR(.187'W X 200"H) - ULTRAFAB OR EQUN. = JUJ 18A W3332ING000O AS READ. VENT W'STRIPPING D INTERIOR(.187'W X .320"H) ULTRAFAB OR EgUN. z J M 19 CIB30INW AS READ, 'BULB W'STRIPPING®VENT HORIZ. 187W X.300'H - CENTRAL PLASTICS vi EXTERIOR ( ) 24 9368E AS REOR. FRAME SILL W'STRiPPING{.19'W X.325'H) POLYPROPYLENE CENTRAL PLASTICSt WINDOW WIDTH WINDOW WIDTH rn 21 - 2/VENT SPIRAL BALANCE UNIQUE BALANCE ;p u U m 22 - 1/BAL. ULTRAUFT BRACKET STEEL - _3 n 23 - 2 SASH STOP - NOT SHOWN O U m N 24 1 7/16-BOX SCREEN - OPTIONAL �^ V10 SEE'TYPICALANCHORS 25 - AS REQO, fNSUlATEO GLASS EDGE SPACER ST. STEEL CARDINAL XL N ?:in rl Q FOR SPAGNG VENT WIDTH 1/4'MAX SHIMS TYPICAL ANCHORS tf4"MAX. FH X 3j8" TYPICAL ANCHORS 1/4'$HIM SEE ELEV. SHIM FH SMS TYPE B 22 SEE ELEV. MAX. FOR SPACING 16 8 14 FOR SPACING �'' 7 21 'S '� n q ii 18 1.10-/4" 1 1/2- E' /2 METAL Gi _ STRUCTURE 0 20Y WOOD B CK °� n 0 OR 'm ° ,.L4 Ov WOOD STRUM E > 3 EXTERIORD®t�AMPA7j'''J a D.L OPG. (FIXED) .7 v' �� �:'•VOENgFQ �i '� ' a WOOD BUCKS e PRODUCEREVISID is camptyifr,.,with th,Florida _' o.70692 _ g Cod. WINDOW WIDTH Aute eatltuma I'lo ��>{.� •d � E 3rati nDa;e BIn 9 2019 ` By G' TE OF d� drawing no. Nlimfi ade ihndutt a o '��" '• FLORID?.•',�'b` �� W07^07 3.000 .551 -.1,551 .050 r I .644 p- .644 r to O .078 .050--°^�{ � I r P1,25 .812 .61'2 I .812 j1.749 _ 1.177 y 1.177 ,6 5- 1.177 .050 1.177 16 zo Z yH12 ; E216 ,1 .309 .184 a 6 0 0 3.062 0 8.1 ®�°`" " Q FRAME HEAD GLAZING BEADS (7/16" GLASS) GLAZING BEADS (3/8" GLASS) �p 1.248--1 1.719-^{ .290 •-� / •® � w Q am I I I-� "� r a� I I ®apo 1 ®� 0 .078 2:562 .078 16 8 .8162 oso 1.177 I z 0 N wz 1.750 3.000 w N o 1.366 zZ �P 1.2148 GLAZING BEAD (LAM. INSUL. GLASS) -� 1.474 j Q MEETING RAIL 2.375 N 1 sly 3.1H7 VENT TOP CORNER � o Q FRAME JAMB U J�M 1.soo .07e 1.122 FRAME TOP CORNER 25 a �. y J 2.312 0�T m 1.304 ,078 1.495 16 .2z Q 0 a 1.248� 760 - OS VENT TOP RAIL o -nw N 2.354 VENT LATCH � O 1.664 2.312 .467 0Rcw 1.500 .078 .045 -� U R q 12 SILL RAMP 1.298 3.120 m © VENT BoTroM RAIL VENT BOTTOM CORNER o o-o a F_J N> b ` U O W LL 1.373-1 .078 P50)9=RGVISGD �1111111111/1j7 os c.*Yirs wish 11ta Florida 3.386 I3u91d'org Code /?�_F� ��� •�-,yMq,��i� u g ACCCpiAR.1`IO -1 O 8xpiotion Dam C 1.2E51.078 8I1. � ri _ No.70592 ,937 (� Mi ni ode Product Co. of It .. e 2i '� IIUI an 9,2019 ,561 1 16 ®•'•. STATE OF drawing no. R, W07-�7 Imo---3.000 FRAME BOTTOM CORNER O VENT SIDE RAIL Q FRAME SILL 1 1111