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HomeMy WebLinkAboutNOA; Series 360 Aluminium Single Hung WindowRECEIVE MIAMI•DADE e DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION.DMSION NOTICE OF ACCEPTANCE (NOA) WinDoor, Inc. 104 Triple Diamond Blvd. North Venice, FL 34275. JUN 3 2021 MIAIVII-DADS COUNTY RODUCT CONTROL SECTION ST. Lucie �Counly., Permitting 11805 SW 26 Street, Room 208 Miami, FL 33175 T (786) 315-2590 F (786) 315-2599 www.mbmidide.goy/economy COPY 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 i>pcur 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• SMes gmgi; Aljlm%nn gle un Window — L. APPROVAL DOCUMENT: Drawing No. SH360LM-NOA, titled Series "360" Alum Single Hung WDW. (L.M.I./S.M.I.), sheets 1 through 14 of 14; :dated 01/10/20; prepared by manufacturer, signed and sealed by Lynn Miller, 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 # 20-0213.05 PLA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 20-0722.20 MIAMI•DADE CO.UNTYM Expiration Date: May 05; 2025 ' 11 /05/2020 Approval Date:- November 05, 2020 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (See NOA #20-0722.13) 2. DraWing No. SH360LM NOA, titled Series ."360" Alum Single Hung WDW. (L.M.I./S.M.I.),: sheets 1 through 14 of 14, dated 01/10/20, prepared by the manufacturer, signed and sealed by Lynn Miller; P.E. B. TESTS (See NOA #20-0722.13) C. CALCULATIONS (See NOA #20-0722.13) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory. and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (See NOA #20-0722.13): F. STATEMENTS (See NOA #20-0722.13) G. OTHERS 1. Private labeling agreement between WinDoor, Inc. and CGI Windows and Doors, Inc. document in conformance of RER guideline dated 09/12/2-018. (Submitted under NOA #18=1.001..19) 2. Notice of Acceptance No. 20-021105, issued to' WinDoor,. Inc. for their Series. "360" Aluminum Single Hung Window — L.M.I., approved on 03/05/2020 and expiring on .: 05/05/2025. - 3. Notice of Acceptance No. 20-0722.13, issued to- CGI Windows and Doors, Inc. for their Series "360" Aluminum Single Hung Window — L.M1, approved on 10/08/2020 and expiring on 05/05/2020, L Sifang Zhao, P.E., Product Control Examiner NOA No. 20-0722.20 Expiration Date: May 05, 2025 Approval Date: November 05, 2020 E-1 i� M CH 0: s ,- 0:0 04 x m (optional) 5 4 me 1 /2" (typ: flange) wlnciow ons 8Xte,rior:... 1 B Daylight. Daylight �T 3 9/18" Opng, Opng, ::. 3:'9/16 4 SEE SHEETS 6 k 8 FOR GU1SS OMONS Window. ' Width Window Width (Optional) INSTRUCTIONS FOR :USING CAPACITY .CHARTS: STEP 1 : DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN.:WINDOW OPENING, STEP 2 DETERMINE THE _ CAPACITY OF THE WINDOW SIZE/CONFIGURATION/GLASS TYPE FROM . CHARTS: ON. sp SHEETS 5 AND 7. .:STEP 3 DETERMINE .THE ANCHOR CAPACITY FROM SHEET .11 FOR SINGLE OPENINGS, APPLICABLE TO ANCHORS TYPE A. B:OR C SHOWN ON SHEETS 9'AND 10. ... STEP 4 IF ALUMINUM BUCKS: ARE USED,: VERIFY THE BUCK INSTALLATION CAPACITY: FROM SHEET 13. STEP 5 FOR. UNCLIPPED . MULLED. WINDOWS DETERMINE MULLION/MULLION ANCHORS. CAPACITY .FOR 1.X4 TUBE MULLION FROM :CHARTS: ON : SHEET :12. STEP 6 . IF ALUMINUM.. BUCKS ARE USED DETERMINE BUCK _. ANCHORING"REQUIREMENTS FROM CHARTS ON SHEET 14. THE LOWEST SELECTED VALUE:APPLY TO: THE. INSTALLATION AND MUST: EQUAL OR EXCEED THE REQUIRED :DESIGN PRESSURES OBTAINED :FROM STEP: 1. (Optiondn (Required) 8 s&o Addl..• Anchc At Mg. Stile End Reqd: For Higher. Load :(if . Applicable See Chart.. On Sheet :1 For Capacit `36Oi- ALUMINUM SINGLE HUNG. _ WINDO' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE C( ....... .... OF S.H./S.H. OR SINGLE HUNG. WITH OTHER. MIAMI—DADE i ..,:APPROVED WINDOWS.. USING MIAMI-DADE COUNTY APPROVE IN BETWEEN. LOWER. DESIGN PRESSURE FROM WINDOWS .OR: MULLION Al WILL APPLY TO ENTIRE SYSTEM.. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPL REQUIREMENTS OF THE 2017 L:(6TH EDITION)/2020 (7TH EDIT BUILDING CODE INCLUDING' HIGH VELOCITY HURRICANE ZONE 1BY OR 2BY-WOOD BUCKS- & BUCK FASTENERS BY OTHERS FRAME ANC SEESHEET OPTIONAL 1 `� GLASS 'TYP; ITEMY PART. # QUANTITY.. DESCRIPTION MATERIAL .MANF./SUPPLIER RENARK 1 .:....W23201NG AS.:REQD.. WOOL.:PILE WITH CENTER. SOFT FIN .(GRAY) PILE ; ULTRAFAB/SCHLEGEL: 2 C:GI-612P. ' AS REQD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS... CONTiN, .0 :3 #146-4 2: WEEP HOLE E: :C :NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REQD. GLAZING GLASS VARIES 5.: :.. N/A 1 COMPLETE SCREEN. ALUM/MESH 6 CGI--61.5C & 616C 1 OR 2 :. COMBINATION EGRESS LOCK AND :LIFT/PULL ATTACHED W/(2) #8. X 5/8 FH. SMS ZINC CUSTOM:: CASTING::.. 1 - 0 WD . 2 0 WD 7 A30700 & C30705 1 OR 2 OPTIONAL SWEEP LOCK: & KEEPER (replaces item 6) ATTACHED W/(4) #6: X..S/8" : FH. SMS.:. ZINC TRUTH. HARDWARE OREQUIV. 1 0 WD 2 CAD WD 8 :18-11—XX-:100 1 OR 2 LIFT/PULL ZINC TRUTH HARDWARE OF EQUIV. 1.0'WD :2. 0 WD 9 CGI-6:14C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 1.0 VARIES 2.. BALANCES : (B&T OR :SPIRAL) VARIES :. VARIES BOTH B/ 11 CGI-617P 2 BALANCE COVER ..:PVC PROTOTYPE PLASTIC EXTRUSIONS. LOCATED 12 CGI-618P 2 VENT STOP PVC. PROTOTYPE PLASTIC EXTRUSIONS LOCATED 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE .:PLASTIC :EXTRUSIONS LOCATED 15 -CGI-619.P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 7 C nnl CAA►1 n I1nTTY1\A n11111r /n! IM AT /gym' r%AMI r ♦/r►IT 600=Frame Head 6063—T6 601'—Frame Sill:. 6063—T6 —1.326—TI �1.701 1.520 0 N N to to M N . to � :080 .085 C4 . .080 N � M .090 81! 1J01--I .77� .832 RailGI2Horiz:606 —Fixed::lntic 606—Moving Intick 607 Side Ra'l64-6063—T6 609— 6063—T6 1:326 .. 1.326--{ 2.126 . .OBB VE1T 1.632::.... .070 .085 2.507 ..F[.6080"-i1.632 2:507m. 2.040 . .100 3.134 1.326 ;062 940 tT— .07�.] 1 1.658 .... 629—G..I; 625—Horiz. Rail 626—Fixed Intick: 627—Moving..Intick 62$—Side Rail 606 6063—T6 6063=T6 _ 6063—T6 For Glass :1 .325. 7 Ain 1 /.8" ' Ann. Glass 1 /8" HS Glass .090"-Interloyer .090" Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc." By 'Kuraray Americo,: Inc.' .075" Interlayer .075" Interlayer Saflex CP With PEr Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .100" Interlayer .100 Interlayer - Saflex. HP Clear or Color Glass Sane* HP Clear or :Color Glass: By 'Eastman Chemical Co.' ; By ":Eastman Chemical Co.': ui m m 1 /8" Ann'. Glass ro 1/8" HS Glass `a Silicone zci N Silicone GE-1200 o GE -1 GE-2000 GE-2000 . DOW-791 '� DOW-791 g DOW-983 DOW-983 DOW=995 DOW=995 23 At :1 /4 : Points : On Utes 23 At 1 /4 Paints: On Utes :. : Wider Than 36" Wider Than 36" G 0ss Type • '1 ' Glass Type 5/167 Nominal Glass 5/16" Nominal Glass Annealed/Annealed HS/HS q" EQUAL LITES WMDOWS DESIGN. LOAD: -CAPACITY -,PSF WINDOW. DIMS. GLASS TYPE '1: GLASS .TYPE '2' WIDTH :' HEIGHT EXT:(+) 1NT:(=) EXT.(+) 1NT.(-) 24' 30" 32" . 36' :". 42":. 48" 54' 48 100.0 21.0.0 100.0 210.0 100.0 210.0 ' 100.0 210.0 100.0: 210.0 : 100.0 210.0 100.0 180.0 1000 210.0 100.0..:1.44.0 , 1.00:0 210.0:: 100.0 12MO . 100.0 . .200.0 100:0 162.9 :: 100.6 171.4 24" 30" 32' 36" 42" 48" 540 60" 100.0 21.0.0: 100.0. 210.0 100.0 199:7: 100.0 210.0 100.0 190.3 :.100.0 210.0 100.6 164.3 160.0 210.0 100.0 :128.0 100.0 210,0:. 100.0 104.7 100.0 120.0 88.6 88.6 100.0 :120.0 24" 30" 32" 36" 42". 48„ 72" 100.0 201.1 100.6 .210.0 10MO 1620: 100.0::: 210.0 100.0 167.6 100.0 21 ..0 100.0.. 150.7 .100.0 210.0: 100.0 120.0 100.0 120.0 : . 96.0 96.0 100.0 120.0 EQUAL ::LITES.: WINDOWS DESIGN. LOAD CAPACITY _ PSF WINDOW AIMS. GLASS TYPE '1' GLASS TYPE '2' :WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 24' 30" 32" 36 42" 48' 54" 96 100:0: 161.9 100.0 210.0 100.0 118.8: 100.0 120.0 100.0 11,1..9 100.0 . 120.0 100.0 101.5 100:0 : 120.0 85.4 MA 100.0 : 120.0: 76.2 . 76.2 . .100.0 120.0 68.9 68.9: 100.0 1204 24" 30" 32" 36" 42" 48" 108, 100.0: 142.4. 1.00.0 210.0 100.0:' 102.21-100.0 1'20.0 94.9 94.9 100.0 120.0. 85.9 85.9 100.0 120.0 - 75.3 75:3 100.0 120.0', . 68:6 68.6 .1.00.0 126.0 24" 30' 32" 36" 42" 120" 100.0.: 120.0 100.0 : 120.0 90.7 90.7 100.0 126.0 83.6 83.6:: :100.0 : 120.0 75.9 75.9 100.0 120.0.. 66.4 .66.4 100.0 Supplemental Test: Air Infiltration - Wate Test...Type and Me Air Infiltration Test (AST! ® 1.57 psf .pressure d ® 6.24' psf :pressure: d Water Leakage: 'Test: (AST without: waterba with'' waterbai Forced: Entry Resistance . (ASTM F588 & Grade 1.0 EQUAL LITES WIN DESIGN LOAD:. CAPACITY:. WINDOW DIMS. GLASS TYPE GLASS TYPE '2' WIDTH . HEIGHT EXT.(+) :1NL.(-) EXT.(+):1NT.(-) 19-1_/6" 26-1/2" 37" 53-1 /8" 26„ 100.4 210.0 100:0.: 210.0: 100:0 210.0 100c0 210.0 100.0 210.0.:.1.00.0 210.0 100.6 . 171.1 100.0 : 210:0 .19-1/8" 26-1/2" 37" 53-1/8" .. 38-3/8" 1.00:0:. 210.0.. 100.0 .'210.0 100.0 210.0 100.0 210.0 :100.0 :197.2 100.0:: 210.0: 100.0 124.1 100.0. 206.9 1 s-1/8" 26-1/2" 37" 50-5/8 " :100.0 :210.0 100:0 210.0 : 100.0 . 210.0::.1.00.0 : 210.0 1.00.0 168.3 1'00.0. : 21.0.0 100.0; : 101.2 . :1100.0 . 168..7 26-1 /2" 37" 53-1/8' 63" . 100.0 210.0 100:0 210.0 . 100.0 207Z 100 0 : 210.0 i 00.0 .154.9 100.0 210.0. 88.1 88.1 100.0 120.0 19-1/8" 26-1/2' .37" 53-1 /8" : „ 72. 100.0' 210.0'. 100.0 :.210.0 160.0 181.5 : 1:00.0 210.0 100.0. 146.8 100.0 210.0 82.6 82.6 100.0 120.0 D01?PS - PSF ■1 -NOTE: GLASS CAPACITIES ON . THIS SHEET ARE BASED - ON ASTM E1300-09 . (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2.19 EQUAL :KITES WINDOWS: DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 'GLASS TYPE '39 .LAISS TYPE 'aw GLASS TYPE '4'. GLASS TYPE '4A' .WIDTH :HEIGHT E)&.(+) 1NT.(-) EXT.(+): 1NT.(-) EXT.(+) 1NT.(4 W.(+) 24" 30" 32" 36" 42" 48" - 54" 48. 100.0, 210.0 100.0 '210.0 100.0 210.0 100.0 209:0 100.0. 210.0 -100.0 210.0 100:0 - 210.0; .100.0 : 269.0 100.0 .210.0 100.0 210.0. 100.0 210.0 100.0. 209.0 100.0 .210.0 100.0: 210.0 100.0 210.0 100.0: 2010 100.0 210.0 100.0 210.0 100.0 :210.0 100A 171.0. 1'00.0 200.0. 100.0 200.0 100.0 200.0 _ 100.0 1.48.0 100.0. 17TA : :100.0 171.4 100.0 . 171.4.. 1.00.0 131..0 24" 30" 32" 36" :. 42" o's 54" " 60 . , 100.0: 210.0. " 100.0 :. 210.0 100.0 : 210.0' 100.0 2094 100.0. 210.0:: ; 100.0 .210.0 100.0: 210.0 100.0 200.0 .100.0. 210.0 100.0 210.0. 100.0 210.0 100.0 . 188.0 100.0 : 210.0 100.0: 210:0 100.0 210.0 100.0 : 156.0. 100.0 210.0 100.0 210.0 .100.0 :210.0 10D.0: 135.0 :'100.0: 120.0 106.6 120.0 100.0 : 120.0 166.6 117.0 100.0 120.0 . 100.0 120.0 100.0 120.0:. .100.0 10.1.0 24" 30" 32" 36" 42" .: 48" 54" 72". 100.0; 210.0. .100.0 : 210.0 100.0 210.0. 100.0 205.0 100.0. 210.0. :.100.0 .. 210.0 100.0: 210.0.. :100.0 1.55.0 100.0 .210.0 100.0 191.2 100.0 210.0 100.0 147.0 :100.0 210.0 100.0 198:4 A00.0 :210.0 100.0:: 137.0 100.0 120.0 100.0 120.0 .100.0 :120.0 100.0 : 119.0 100.0 120.0 100.0 120.0 100.0 126.0 100.0 102.0 100.0. 120.0: 100.0 1.20.0 100.0. 120.0:.. 88.5 88.5 24" ::30" 32". 36" 42" 48" '54" 84", 100.6 210.0. 100.0 210.0 100.0 210.0. 100.0 180.0 100.0 210.0 .100.0 .21.0.0 100.0:. 210.0.. 100.0 .1.3:6.0 100.0. .210.0 100.0 210.0 100.0 210.0 100:0 129.0 ::100.0 120.0 100.0: 120:0 100.0 120.0 100.0:' 117.0. :100.0 120.0 100A 120.0 100.0 120.0 100.0. 105.0; 100.0 120.0 100.0' 120:0 100.0 120.0 92J - 92.7 100.0_ 120.0 1,100.0..120.0 100.0 120.0. 80.4 80.4 -24" 30" 32" 36": 42" 07. 96" 100.0 210.0 100.0 210.0 100.0: 210.0 100.0 ' 157.0 100.0 120.0 100.0 120.0 100.0 120.0.' :100.0 117.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 . 109.0 . 100.0 . 120.0 100.0: 120.0 100.0 120.0 100.0-: 102.0' 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.6. 100.0 :120.0 100.0 12000 :100.0 120.0 80.0 83.7 .090" Interlayer - SentryGlas By `Kuraray America, Inc.': 3/16„ HS 075" Interlayer Saflex CP :With PET Core By 'Eastman Chemical :Co.' .100" Interlayer Saflex HP Clear or Color. Glass By -!Eastman.: Chemical Co:' .... 3/1.6" HS: Silicone GE-1200 .. GE-20.0.0 DOW.-79.1 DOW-983 DOW=995 23 At 1/4 Points On Lites. . Glass: Type "3" wider Than 36" .090" ' Interlayer . ..: 1/8 HS SentryGlas By Kuroray America, inc. 3/8" Air :Space .075" Interlayer 1 /8" H.S. GLASS. Saflex CP : With PET Core Co.' 3_ 8 / 0R By :'Eastman Chemical 1 /8" TEMP. GLASS; 100" Interlayer ' 1 .8.0 Saflex HP Clear or Color Glass. By ':Eastman Chemical Co.':::-: 1/I3" TEh XL EDGE SPACER 'CARDINAL' 1 /8" HS ST. STEEL: BY Silicone OR DURASEAL BY 'QUANEX' -- GE�1200 GE-2000: XL EC ST. STEEL: BY OR iUPER SPACER BY 'QUANDE' . . Dow-79:1. DOW-983 . DURASEAL B Glass Type 23 DOW-995. .. 1/4 At 1/4 Points All Sizes' SUPER SPACER B EQUAL LITES WINDOWS DESIGN LOAD::CAPACITY­PSF WINDOW DIMS. GLASS . TYPE 'S' GLASS TYPE ..'3A' GLASS TYPE '4' GLASS TYPE '4A' WIDTH HEIGHT EXT.(+) 1 NT.(-) : EXT.(+) 1 NTi(-): EXT.(+) 1 IVT.(-) :EXT.(+) 11 NT (-) 19.-1/8" 26-1/2" 37" 63-1/8" 26" 100.0. i 210.0 ..100.0 2104. 100.0. :210.0 .100.0 210.0. 100.0 210.0 100.0 210.0 1.00.0 210.0. 100.0 210.0 100.0 210.0 100:0 210.0 :100.0 210.0: 100.0: :210.0 100.0 210.0: 100.0 .210.0 :100.0 210.0 100.0: 210.0 19-1/8° 26-1/2" 37" 53-1/8" 38-3/8 " 100.0 210.0 100:0 210.0 100.0 210.0 100.0 210.0 100.0 210.0: 100.0 210.0 100.0 210.0 :.106.0 210.0 100.0 210.0: 100.0 210.0. 100.0 210.0 :100.0 210.0 100.0..206.9 1.00.0 206.9. 100.0 206.9 100.0 180.0: 19-1/8" 26-1/2" . 37" 53-1/8".: 50-5/8 " 100.0 210.0 106.0 .216.0 100.0 210.0. 100.0 2i0.0 100.0 . . 210:0 100.0 210.0 100:0 210:0 100.0: 210:0 .. 100.0 210.0 100.0 210.0 .10D.0 210.'0 100.0. 183.0 100.0 168.7 100.0: 168.7 100:0 168.7 100.0 NOTE: TO QUAUFI THE EXTER AND "4e.I (INSTALLATI 1 /8" Ann.. Glass 1 /8": HS Glass .090" Interlayer SentryGlas .090" Interlayer: By 'Kumrgy America, Inc:' SentryGlas By 'Kuraroy. America,. Inc.' 015" Interlayer 075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .100" Interlayer 100" Interlayer Saflex- HP Clear oP Color Glass Saflex 'HP Clear or Color Glass By 'Eastman Chemical Co.' By: 'Eastman Chemical Co.' +% m 1 /8" Ann. Glass ,°' m . 1/8" HS Glass Silicone N N Silicone \ o GE-1200. \ a GE-1200 0 GE-2000: _ `- GE-2000 DOW-791 DOW-791 DOW-983 DOW-983 DOW-995 DOW - 995 . 23 At 1/4 Points On Lites 23 At 1/4 Points On Lites Wider :Thou 36:". : Wider Than:.36" :Glass Type "1 " Glass Type 72" Nominal Glass 5/16"' Nominal Glass Annealed/Annealed HS/HS UNEQUAL :LITES WINDOWS :(.ORIEL) DESIGN LOAD CAPACITY - PSF !l'II QW: DIIIIS.. TOP Wfff HEIGHT' GLASS TYPE. Y GLASS TYPE '2' WIDTH.. HEIGHT :. EXT.(+) 1 NT (.-) EXT.(+) 1NT.(-) 24" 30." 32" 36" 42" 48" 54" ... (MAX.) - �" 100.0 161.9 100.0: 210.0 100.0 118.8 . 100.0. A 20.0 100.0 111.9 100.0 120..0 100.0 101.5 100.0 120.'0 85.4 85.4 100.0 120.0 76.2 76.2 100M _ 120.0 68:9 68.9 100.0 ' .120.0 24" 30-".. 32" 36" 42" 48" �) 1097 54" -160.0 142A 100.0 210.0 .100.0 1.021. 1 100.0 :120.0 94.9 94.9 100.0 120.0 85.9 85.9 100.0 120.0 75.3 75.3 100.0 120.0 68.6 68.6 J10.0.0 '120.0 24" 30" 32" 36" 42" 120" O 60" 100.0 1:20.'0 1 100.0 .120.0 90.7 90.7 100.0 120.0 83.6 83.6 100.0 :120.0 75.9 75.9 100.0 120.0 . 66.4 .66.4 100.0 120.0 24" 30" 120" 66" 100.0 120.0 100.0 120.0 81.7. 81.7 160.0 120.0 UNEQUAL.-LITES WINDOWS- (:ORIEL)-.. DESIGN LOAD CAPACITY - PSF IfMOW DIMS. TOP V HEIGHT :'EXT.(+) GLASS TYPE 11, GLASS TYPE 19, WIDTH . HEIGHT.. TMT.(-) EXT,(+) INT.(-) 26-1/2": 37" 53,.-1/8" 96" .... (MAX,) 48" 160.0 210.0 100.0! 210.0 100.0 138.5 100.0. :.210.0 99.3 99.3 100.0 120.0 69.8 69.8 160.0 120A: 19-1/8" 26-1/2" 37":. 108" (MAX.). 54" 100.0..210.0 100.0 210.0 106.0 120.0 1100.0 120.0 83.6 83.6- 100:0: - 120.0 19-:1/8" 26-1/2" 37" 120" () .. 80" 100.0 210.0 100.0: -210.0: .100.0 .108i6 100.0. :120.0. 73.7 73.7 100.0 120.0 19-1/8" 26=1/2" 37":'(MAX.) 120" 66" 100.0:' :210.0: 100.0 210.0: 99.5 99.5 100.0 120.0 65:7 65.7 100.0 120.0 19-1/8" 26-1/2" 120" (MAX.) 72" 160.0 210.6 100.0 _. 210.0 - 93.9 93.9 100.0 120.0 26-1/2" 120" (MAX.) 78" :.100.0 120.0 100;0 120.0. 88.0 .. 88.0M 19-1/8" 26-1/2" 120" (MAX.) 84". 10o.0 120.0 79.8. 79.8 Supplemental Test Air Infiltration -- Wat Test Type and: % Air Infiltration Test (ASI ® -1.57 psf pressure c 0::6.24 psf :pressure c Water Leakage Test. (AS without waterbi with waterbc Forced :Entry Resistance (ASTM . f.588 & Grade 11 .090" Interlayer SentryGlas By •'Ruraray America, Inc. .075" Interlayer 3./16n HS Saflex CP With PET Core By 'Eastman Chemical: Co.' .100" Interlayer Saflex HP Clear or Color. Glass By 'Eastman: Chemical Co.' 3/16' HS Silicone GE-1200 GE-2000 DOW-79.1 DOW-9$3 NOTE: DOW-995 GLASS CAPACITIES ON THIS SHEET ARE 1/4 Points On Utes Glass Type 3 BASED ON, ASTM E1300-09 (3 SEC. GUSTS) Wider Than.. 36"At , AND FLORIDA BUILDING :COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8" HIS .090".. Interlayer SentryGlas B 'Kurara America Inc' UNEQUAL LITES WINDOWS (ORIEL) :DESIGN LOAD CAPACffY - PSF.: 11IND01P DIMS. TOP VENTGLASS HEIGHT . TYPE '3' LASS TYPE '3A' GLAS3 TYPE '4' GLASS TYPE '4A' WIDTH_ HEIGHT EXT.(+) 1 NT.(-) EXT.(+): 1 NL(-) .EXL(+) INT.(-) EXT.(+) :1 NT.(-) 24" 30" 32" 36" 42" 48 54" 96" (MAX.) " 100.0 1210.0 100.0:. 210.0 " .100.0 210.0 100.0 : 154.0 100.0 120.0 100.0 120.0 100.10. - 1.20.0 100.0 114,0 1004. 120.0 100.0 120.0 100.0 :120.0 100.0 1:14. 0: 100.0 120.0 100.0 120.0 1 100.0 120.0 1.99.9 99.9 100.0 120.0:: '100.0 120.0 100.0 120.0 ..88.8 88.8 100.0 120.0 100.0 - • 120.0.- 100.0 120.0 82.3 82,3 100.0 120.0 100.0 112.E - 100.0 120.0 .73 7 - 73.7 24" 30" 32" 36" 42" 4r (MAX.) 54" 100.0 :2.10.0 100.0 210.0 160.0 210.0 1000: 138.0 100.0 120.0 100.6 120.0 1 100.0 120.0 1.1004 10.1.0 100:0 120.0 .100.0 120.0 100.0 120.0 100.0 1011A. 100.0 120.0 100.0 120.0 100.0 120.0 87.4 87.4 100:0 120.0:- 100.0 120.0 100.0- 120.0 78.2 78.2 100.0 1.1120.0 10.0.0 . 112.2 100.0 120.0 71.5 71,5 24"' 30" 32" 36" 42" 120" (MAX.) 60" 1 100.0 .120.0 100.0 120.0, ..100.0 120.0 100.0 127.0 100.0 120.0 100.0 _ 120.0: 100.0 120.0 93.4 93.4 100.0 -120.0 100.0 120.0 100.0 120.0 93.4 93.4 100.0 120.0. .100.0 120.0 100.0...120.0 19.0 79.0. 100.0 120.0 1 100.0 1141 100.0: 120.0. 69A :691 24" 30" N" 36" 120" (MAX,) 66" 100.0. 120.0 100.0 120.0 100.0 :: 120.0.: 100.0 120.0 100.0 120.0 1004 120.0 100.0 120.0 83.7 83.7 . 100.0 120.0 100.0 : 120.0 100.0 120.0 83.7 83,7 100.0 :120.0 100.0 120.0 " 100.0 120.0 70.0 70,0 24" 100.0 :120.0 1 100.0 120.0 .100.0 120.0 100.'0 : 117.0 3/8 Air Space ..075" Interlayer' 3�> 1/8" H.S.GLASS Saflex CP With. PET Core 1/8" 'A OR: By. 'Eastman::Chemical : Co.' 1/8" TEMP. GLASS .100" Interlayer 1/8" TE Saflex : HP Clear or Color Glass By 'Eastman Chemical: Co.' XL EDGE SPACER 1 �8» :HS XL EI ST. STEEL BY 'CARDINAL' Silicone ST. STEEL IT OR DURASEAL BY 'QUANW . GE-1200 DURASEAL I GE=2000 OR. SUPER SPACER BY 'QUANEX'. DOW-791 SUPER SPACER:'] DOW-983 23 DOW-995 ��.„ Glass : Type 4 At 1/4 .Points All Sies UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACffY -. PSF WIND OA DIMS. ITOP VENT GLASS :TYPE '3' GLASS TYPE '3A!l GLASS TYPE .4 GLASS 7 WIDTH HEIGHT HEIGHT: 26-1/2" 96" 48" 53-1/8"" 19-1/8" 26-1/2" 108" 54" 37" (MAX) 19-1/8" 26-1/2" 120" 60" 37" (MAX.) 19-1/W EXT.(+):1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1:NT;(-) EXT.W 100:0 210.0 100.0 . 210.0 100.0. 210.0.: 100.0 .100.0 210:0. : 100.0. 21.0.0 100.0: 210.0 . .100.0 100.0 120.0 .100.0 120.0 100.0: 120.0 97.8 100.0 120.0" - 100.0 "1 114.4. 100.0" 120.0' 75.4 100.0-- :210.0 100.0 1 210.0:.. 100.0 2.10.0 100m 100.0 120.0 100.E 120:0 100.0 120:0 100.0 " 100.0 120.0 100.0 120.0 100.0 .120.0 85.4: 100.0 210.0 100.0. 204.2 100.0 210.0: 100.0 100.0 120.0 :100.0 120.0 100.01 120.0 100.0 100.0 12010 -100.0 120.0 100.0 120.0 77.1 10090 210:0 :100.0 1 210.0 100.0 210.0 100.0 Installation Type "A w/ 1 x 4_ Beveled P.T. Wood Buck Buck bed in sealant (tYP) 1 /4" :Dia:. Flat Head Ultracon; Ultracon+ or Kwik=con (or eaual) d 4 Sealant- (tYp) 0 3 1 /2" Min: 1 2 3/4" 1 x 4 Beveled P.T.. Wood Buck (typ.) IMPORTANT "NOTE: TYPICAL "A Wood Bucks must. sustain 1/4" DIA: ULi loads imposed by glazing system" and transfer 144" DIA. UL7 them to: the building /4" DIA. HIL• structure. INTO: 2BY WO( 1-1/2" MIN. THRU 1BY BU 1-1/4 MIN' 1-1./4" MIN. Optional Non —beveled Wood Buck (dotted) DIRECTLY INTC 1-3%4".:MIN. 1-3/4" MIN. 1 /4 DIA. TEk INTO METAL. S (3) THREADS :ALUMINUM 'I STEEL : 1 /8" {STEEL IN C01 14 SMS (GRAD INTO' MIAMI—D) (3) THREADS . ALUM INUM:..1 / STEEL: 1 /8" (STEEL IN C01 TYPICAL EDGE INTO CONCREI INTO: WOOD S INTO METAL 'S WOOD AT HEAD, CONCRETE AT F C-90 . FILLED B Values for Installation :Type :'A 'app maximum shim space 1 /4 1— Using 1 by P.T. wood:' bucks, :mi 2— Directly into masonry; without f 3— Directly into a steel or aluminL :Min. 1/8":thick., and usin.g:.#14 _ Structure mutt hP dP.RlnnPfi by Installation Type ')*B w/ : 2 x 4 Beveled P.T. Wood Buck .Buck °bed in sealant (tyP) a. s. �.. °. a. 1/4" Dia. Flat Head i. Ultra con/Ultraoon+/Kwik—Con i .. (or .Equal) Sealant 1-1 " Min: Wood Embed .. .(tvP) � � L: N ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW: DIMS. NO.: OF * NO - F AT JAMB. STD..HOIX PAIIM R%0.:ADDL. ANCHOR'. EXT.(1a) & INT.(-) STD. HOLE PATrW In ADD L, ANCM EXT.(+) & INT.(-) WIDTH HEIGHT . 24"_ 30" :32" 36" 42" 48" 54" 4 2.10.0 210.0. 210.0 210.0 2:10.0 210.0: 196.0 210.0 174.2 2.10.0 151.7 196.0 127.1 178.2 24" . 30" .32" 36" 42" 48" 54" .60" .6 210.0 210.0: 216.0 210.E 210.0 210.0:-. 210.0 210.0 171.1 210.0 134.4 201.6 110.7 166.0 24!'. 30" 32"- 36" 42" 48" 54" 72" 8 210.0 210.0_ 210.0 210.0 2:10.0 210.0:,., -210.0 210.0 165.1 210.0 125.4 188.2 101.2 151.7 24" 30" 32"- 36" 42" 48" 54" 84 8 210.0. 210.0 210.0 210.0 . . 207.5 210.0. 190.1 .210.0 :164.9 192.0 122.2 175.3 96.0 '144.0 24" 30" 32". 36" 42." 48" 54" 96" 6 210.0 210.0 185.8 209.1;: 176.4 198.5 . 160.8 1.80.9 143.4 161.3 122.1 147.0 94.1 135.7 24" 30" 32" 3R" 108". 10 210.0 210.0. 202.3 210.0 191.7 210.0 174.2 191.E ANCHORS DESIGN LOAD . CAPACITY - PSF WINDOW DIMS. NO. OF ANCHORS AT JAMB STD' HOLE PATIVRN W/0 ADDL. ANCHOR EXT.(+) & W.(-) STD. HOLE PATMN. ACTH ADDL. ANCHOR EXT.(+) &..INT.(-) WIDTH I HEIGHT 26-1/2" 37" 53-1/6" 26" 4 210.0 210.0 210.0 210.0 210.0 210.0:' 208.6, ' 210.0 19-1/8." 26-1/2" 37" 53-1 /8" w :. 4 210:0... 210.0 210.6 .. 210.0 210.0' 210.0 152.7 216.0. 19-.1 /8" 26-1/2" 37" 53-1/8" 50-5/8" q 210.0 210.0. 210.0 210:0 179.6 210.0 125.7 1:69.5 19-1/8" 26-1 /2" 37" 53-1 /8" 63" 6 210.0 210.0 210.0' 210.0 203.8 210.0 1:10.7 166.1 26-1 /2" 37" 53-1/8-:1 72" 8 210.0 210.0 210.0 210.6 210.0 104.1 .156.1 19-1/8" 2&-1/2" 37" 53-:1 /8" �sw .. 8. 210.0 210.0 210.0 210:0 210.0 210:0 102.1 153.1.. . SHEETS 13 AND Width 6".:. 24" 6": max. Installation m Screws Go Addl.. Anchor . . At Mtg. Stile Ends I E Regd.:For_ Higher Loods r r (if Applicable) •� p See Chart For Capacity �-j-' T°oi. PERFORMANCE VALUES OF ALUMINUM BUCK. INSTALLATION ANCHORS MMOA DBMS. ANCHORS INTO HOLLOW: BLOCK ANCHORS INTO CONC. ANCHORS INTO WOOD WIDTH HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 8 CLUSTER OF 22 CLUSTER OF 4 CLUSTER OF 8' CLUSTER OF 8 CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 8 24" 30" 32" : 36" 42" 48" 54" 48" 89.3 178.7 : 21.0.0 210.0 140.0_210.0- 210.0 210.0 120.0 • 210.0 210.0 .210.0 78.0 155.9 :210.0 210.0 122.2: : 210.0 210.0 210.0 104.7 209.5 210.0 - 210.0 75.4.: 150.8 :. 210.0 .216.0 118.1 :: 210.0.:. 210.0 .210.0 10.1.A : 202.5.. 210.0 210.0 71.5 142.9 210.0 210.0 112.0 210.0 210.0 210.0 96.0 192.0 210.0 210.0 68.1 136A. 2044: . 210.0 : :106.7 210.0 210.0: 210.0..' 9.1.4 182.9 210.0: 210.0 67.0 134.0 201.0 210.0..105.0 210.0 210.0: 210.0 90.0 180.0 2104' 210.0.. 67.0 134.0 201 M 210.0:: 105.0 :210. 210.0: 210.0: 90.0 1804 21.00- 210.0:: 24" 30" -32". 36" 42" 48" 54" 66" 67.0 134.0. 201.0 210.0 105.0 210.0 210.0 210.0 90.6 180.0. : 210.0 .210.0 57.2, 114.3 171.5 210.0 89.6 179.2::..210.0 21.0;0 76.8' 153.6L210.0 210.0 54.8 109.6 . 164.5 210.0 85.9 171.8: 210.0 210.0 73.6 147.3: 210.0. 210.0 51.0 102.1 153.1 204.2 80.0 160.0 210.0 210.0 68.6 137.1 205.7 210:0 41.1 94.2 141.4 188.5 73.8 147.7 210.0 210.0: 63.3 126.E 189.9 210.0:. 44.7 89.3 134.0 178.7 70.0 140.0 210.0; : 210.0: 6.0.0 120.0 180.Q 210.0 43.3 86.6: 129:9 173.3 67.9 135..8 203.E : 210.0 58.2 116.4 174.5 210.0: 24" 30" 32" . 36":: 42" 48" 54" 72` :: 53.6 107.2 160.8 210.0 84.0 168.0 210:0 210.0 72.0 144.0 210.0 210.0 45a ... 90.3 135.4 180.5 76.7 141.5 .210.0 210.0 60:8 .. 121.3 : 181.9 21.d.0 43.1 ' 86.1 :129.2 172.3 67.5 135.0 202.5 210.6 57.9 115.7 173.6 210.0 39.7 79.4 119.1 158.8 62.2 124.4.:. 186.7 210.0 53:3 • - ; 106.7 : , .160.0 210.0 36.0 72.1. 108..1 144.1 56.5 112.9 169.4.. 210.0 48.4 96.8 145.2 193.6 33.5 67.0 100.5 134.0 : 52.5 .105.0 157.5 210.0. 45.0 90.0 135:0 180.0. 31.8 63.5: 95.3 127.1 49.8 99.6. 149.3 199.1 - 42.7 65.3 128.0: 170.7 . 24" 30" . 32" 36" 42" 48" 54" 84" 44.7 89.3 134.0 ::. 178.7. 70.0 140.0 210.0. 210.0-A. .60.0 1.20.0 180.0-: . 210.0. 37.3 74.6 111.9 149.1 58.4 116.9 175.3 210.0 50.1 100.2 150.3 .200.3 35.5 70.9 106.4 141.9 5&6 111.2: :166.8 210.0 47:6 95.3 142.9 19046 32.5 '65.0 97.5 129.9 BOA 101.8 152.7 203.6 43.6 87.3 130.9 174.5 29.2: 58.3 : 87.5 :116.7 45.7: 91.4 137.1 182.9 39.2 78.4 :: 117.6 1563 26.8 53.6 80.4 107.2 42.0 .84.0 126.0 168.0: 36.0 72.0 10.8.0 ' 144.0.. 25.1 50.2 75.2: 100.3 313 78.6 117.9, 157.2. 33.7 67.4 101.1. 134.7: 24" 30" : 32" 36" 427: 46" 54" 9V - 36.3 .76.6` 114:9 153.1 60.0 120.6 180.0. 210.0: .51.4 102.9 154.3, 205.7: 31.8 63.5 95.3 127.1 49.8 • 99.6 149.3 199.1 42.7 65.3 128.0 170.7 30.1 60.3 90.4 120.6 47.2 94.5 _ 141.7 189.0 40.5 81.0 121.5 162.0 27.5 55.0 82.5 109.9 43.1 86.2 1:29.2 .172.3 36.9 73.8 110.8 147.7 24.5 49.0 73.5 98.0 38.4 76.8 .1,15.2 153.6 32:9. 65.8 .:98.7 131.7 22.3 ' 44.7 67.0 80.3 35.0 70.0 105.0 140.0 30.0 60.0 00.0 120.0 : 20.7 41.4 62.1 . 82.9 32.5 •6.4.9. 97:4. 129.9 27.8 55.7 83.5 .. 111.3 24" 30" 32" 36" 42" 46" 108" _. 33.5 67.0. 100.5 134.0 52.5 105.0 157.5: 210.0: 45.0 90.0 135:0: : 180.0 27.7 55.3 83.0 110.7 43.4 86.7 130.1 173.4 :37.2 74.3 111.5: 148.6 26.2 52.4 78.7 104.9 41.1 _ 82.2 123.3 164.3 35.2 70.4 105.7 140.9 23.0 . 47.6 : 71.5 95.3 • 37.3 74:7 112.0 149.3 32.0 64.0 96.0 128.0 21.1 42.2 63.4 84.5 33.1 66.2 99.3 1:32.4 28.4 56.7 85.1 113.5 19.:1 _ 38.3 51.4 76.6. _ 30.0. 60.0.. :90.0 .120.0 25:7. 5f.4 77A .102.9 .,. nn 0 Cn & On 2 I4n 1 A. 9 nz 2 4 An n I OC -7 Ann An n 4nn n +An n PERFORM ..OF. ALUM INSTA="D EXT.(+) WnwoV : D01S. ANCHORS: RM HOLLOW BLOCK WIDTH HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 6 CLUSTER OF 8 CLUM 610 19-1/8" 26-1/2" 37": .53-1/8" . 26" 210.0 :..210.0 210.0 2:10:0: 210 210.0.: :210.0 210.0 210.0: 210 210.0. :.210.0 210.0 21.0.0. 210 210.0 210.0 210.0 210.0 1.210 26-1/2" 37" 53-1/8" 38-3/8" 140.1 2:10.0: 210.0': :210.0 21.0 115.9 210.0: 210.0. 210.0 ..181 .:105.0 209.9 210.0:. -210.0 1.16.4 104.8 209.6 210.0 210.0 164 19=1/8" 26-1/2" 37" 53-1 /8" . 50-5/8" 98.3... 196.6 ..21.0.0 210.0 154 77.9 155.9 •210.0 210.0. 122 64.0 129.9 194.8 210.0 101 60.2 120.5 160.7 210.0 : 94. 19-1/8' . 26-1/2" 37" 53-1/8" 63" 75.5 151.0. 210..0 : 210.0 118 58.5 117J 175.6 . 210.0 91. 46.9 '03.8 .146.6 187.5 73. 39.9. 79.7 1.19.6 159.5 62. 1.9-1/8" 6 4. 6 129.3: 193.9 210.6 101 26--1 /2" 49.6 72" 37" 39.0 53-1 /07 :32.0 1:9-1/V : 60.7 26-1 /2" 46 4 37" 76" 36.3. 72.6 108.E 53-1/8" 29:4 58:8 8@.2 78.0 117.0 .156. 64.0. 95.9 :.:127. 9 17.6 : 1 46.