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HomeMy WebLinkAboutNOA; Series 360 Aluminium Single Hung WindowMIAMI•DADE File Copy. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES:(RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, FL 33175 T (786) 315-2590 F (786) 315-2599 WinDoor, Inc. Kt:VIEWhL) �-m 10.4 Triple Diamond Blvd. CODE COMPLiMdk 2021 North Venice, A 34275 STo S LUCRE COMM g^�' SCOPE: nn / This NOA is being issued under the applicable rules. anNgUcons 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 ipcur 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• Sexes °3�0' �:lumianuM g. un Wind 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 anendorsement 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 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 MIAMbDADE COUNTYN Expiration Date: May 05, 2025 5 2020 November 05 2020 11 /0 / Approval Date: Novemb , Page I 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 0 1/ 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 09/12/2018. . (Submitted under NOA #18-1001.19) 2. Notice of Acceptance No. 20-0213.05, 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. 204122.13, issued to: CGI Windows and Doors, Inc. for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/08/2020 and expiring on 05/05/2020. Wang Zhao, P.E. Product Control Examiner NOA No. 20-0722.20 Expiration Date: May 05, 2025 Approval Date: November 05, 2020 E-1 a. to M CH L. o. 00 Loot � a� N ., X m (Optional) Q ene 1 /2" (typ. flange) <SEE SHEETS 6 k 8 FOR GLASS OP71ONS . (Optional) Inciow 5ectlons L1 B Daylight. 3 9/�16" Opng. Window Width 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 SHEETS 5 AND 7. STEP 3 ORE SINANCHOR, T SINGLE -APPLICABLE 'O '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/MUWON ANCHORS CAPACITY FOR IX4 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. Daylight Opng. 3 9/16„ .. Window Width . Addl. Anchc At :Mtg. Stile End Regd: For Higher Load .. (if Applicable .See Chart. On Sheet 1 For Capacit S `360" ALUMINUM SINGLE HUNG WIND01 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE C( OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADS 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 (6TH EDITION)/2020 (7TH EDIT BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS FRAME ANC SEE. SHEU OPTIONAL 1 O Q GLASS TYP' 1AR Glazing at Insulated Laminated �1 Addl. Anchor At Mtg. Stile Ends Reqd: For .Higher Loads (if Applicable) See. Chart On Sheet 11 for Capacity BiII of Materials ITEM. PART. # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER . REMARK 1 W23201 NG AS: REQD. WOOL PILE WITH CENTER SOFT FIN :(GRAY): PILE ULTRAFAB/SCHLEGEL_ 2 CGI-612P AS READ. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINU 3 #146-4 2' WEEP HOLE. 'COVER NYLON BUILDERS PLASTIC COMPANY -4 N/A AS READ. GLAZING GLASS VARIES 5 N/A- 1 COMPLETE SCREEN ALUM/MESH 6 CGI-615C & 616C 1 OR 2 tCOMBINATION EGRESS LOCK AND .LIFT/PULL ATTACHED W/(2) #8 X 5/8" FH SMS ZINC CUSTOM .CASTING -CAD WD 2 ® WD 7 A30700 & C30705 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER (replaces item 6) ATTACHED W/(4) #6. X 5/8 FH SMS ZINC TRUTH HARDWARE OR EQUIV. 1 0 WD 2 *.WD 8 18-11—XX-100 1 OR 2 LIFT/PULL ZINC TRUTH HARDWARE OF EQU.IV. :1: ® WD 20WD 9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 1.0 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BF 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-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING A -- ^^I CAA►I n m^-r- t%LA ^I Ilnf" /^I Ill AT �P11 MA1 l I .1"&1T . .1v. - -..--.I -•--- 600—Frame Head 6063—T6 604—Horiz. Rail 605=Fixed. Intick. 6063—T6 6063—T6 625—Horiz.. Rail 626—Fixed Intick. 6063—T6 135 .325 . fl] 1 In A 601—Frame Sill 6063—T6 606-Moving Intick E627—Moving. 1416kj 602—Frnme Jnmhl 54 1 1.520.. . M .090 .7T .832� .. . 607=Side Rail 609—GI2 6063—T6 606' 628—Side Rail 6063—T6 VENT T .940 629—GI: 606; [Tor Glass 1 1 /8" Ann. Glass .090' Interlayer SentryGlas By 'Kuraray America, Inc.' .075" Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' .100" Interlayer Saflex HP Clear or Color Glass By 'Eastman Chemical Co.' m 1 /8" Ann. Glass m c Silicone. zN �- GE--1200.. \ o GE-2000 �- DOW-791 g DOW-983 DOW-995 23 At .1 /4 : Points: On Utes Wider Than 36" Glass TYP:e: 71 » 5/1.6" Nominal Glass Annealed/Annealed EQUAL LITES WINDOWS DESIGN. LOAD -CAPACITY • - . PSF WINDOW DIMS. GLASS TYPE '1' GLASS .TYPE '2' WIDTH HEIGHT EXL(+) 1NT.(-): EXT.(+) 1NT.(-) 24' - 30" 32" 36" 42" 48" 54" 48'. '106.0 21.0.0 : 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 : 100,0 210.0 100.0 180.0 400:0 210.0 100.0 144.0 100.0 210.0' 100,0 120:0 . 100.0 . 200.0 100.0 102.9 100.6 : 171.4 24" 30" 32' 36" 42' 48" 54" 60 " .100.0 21.0.0: 100.0 210.0 100.0 199.7 • 100.0 210.0 100.0 190.3 :.100.0 210.0 100.0 164.3 100.0 210.0 100.0 .128.0 100.0 210.0:. 100.0 104:7 100.0 120.0 FaB.6 88.6 100.0 :120.0 24' 30" 32" 36"' 42" 480 Z2" 100.0 201.1 100.0 210.0 100:0 1620 100.0: 210.0 100.0 167.6 • 100.0 210.0 100.0 . 150.7 .100.0 210.0 100.0 120.0 . -100.0 120.0 96.0 96.0 1 106.0 120.0 1 /8" HS Glass .090" Iriteriayer SentryGlas By:'Kurorgy America. Inc.' .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .100" Interlayer Saflex HP Clear or :Color Glass: By ':Eastman Chemical Co.': 1./8" HS Glass Silicone ..::GE-1200. GE-2000 DOW--791 DOW-983 DOW-995 23 At ::1 /4 Points On Lites Wider Than 36" Glass TYPe ' 2 t 5/16" Nominal Glass HS/HS :. EQUAL- LITES . WINDOWS DESIGN LOAD CAPACITY _ PSF WINDOW DIMS. 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 2104 100.0' 118.8 100.0 120.0 100.0 111.9 106.0 120.0 100.0 101.5 100.0 : 120.0 85.4 :. 85:4 100.0 : 120.0., 76.2 . 76.2 .100.0 120.0 68.9 :: 68.9 :100.0 120.0 24" 30" 32' 36" 42" 48" 10g„..... 100.0: 142.4. 100.0 210.0 100.0 102.2 100.0 120.0 . 94.9 .94.9 100.0 120.0 1.85.9 85.9 100:0 : 120.0 75.3 75.3 100.0 120.0. MS.. 68.6 .1,00.0 120.0 24" 30" 32" 367 42". 120" 100.0. 120.0 100.0 .: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 69.4 100.0: 120.0 Supplemental Test Air Infiltration - Watt Test.. Type and Me Air Infiltration Test (AST! ® 1.57 psf pressure. d ®: 6.24 psf _ :pressure d withoutwaterba with, waterba Forced: Entry Resistance (ASTM F588 & Grade_ 1 C EQUAL LITES WINDOWS, DESIGN LOAD:.CAPACrff - PSF WDYDOW DIMS. GLASS TYPE '1' GLASS TYPE 92' WIDTH : HEIGHT off.(+) 1NT.(-) EXT.(+): 1NT.(-) 19-1/8" 26-1/2" 37" 53=1/8" 26" 100.0 :210.0 100.0 : 210.0: 100.0 316.0 160:0 ' 210.E ' 100.0 - 210.0 .100.0 210.0 100.0. 171.1 100.0 :210.0 19771/8" 26-1/2" 37" 53-1/8" 38-3/8" 100A. 210.0..:100.0 .:210.0 .100.0 210.0 100.0 210.0 100.0 : 197.2 10.0.0 :: 210.0 100.0 124.1 100.0 : 206.9 19-1/r 26=1 /2" 37" .53-1/8" 50-5/8 100.0 210.0 100.0 210.0 100.0 . 210.0. ; ,100.0 210.6 100.0 168.3 100.0. : 210.0 100.0 : 101.2 :100.0 ..168.7 19-1/8" 26-1/2" 37*. 53-1:/8" 63,; . 100.0 210.0 100.0 210.0. .100.0 207.5 100.0: 210.0: 100.0 .154.9 100.0 210.0. 88.1 6601 100.0 120.0 19-1/8" 26-1/2" :37" '53-1 /8" 72• „ 100.0 210.0 100.0 ..210.0 100.0'" 181.5.. 100.0 210.0 100.0 146.8 1'00.0 210.0 82.0 82.0 100.0 120.0 NOTE: GLASS CAPACITIES ON . THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES WINDOWS. DESIGN LOAD, CAPACITY - PSF WWOW DIMS. GLASS TYPE 'S' .LASS TYPS '3A!j GLASS TYPE V. GLASS TYPE '4A` WIDTH HEIGHT W.(*1) 1 NT.(-) EXT.(+): 1 NT.(-) EXT:(+) 1 NT.(-). EXT.(+) 1 NT.(-) 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. 100.0 269.0 100.6 210.0 100.0 210.0 100.0 210.0 100.0 209.0 . 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 :210.0 100.0 : 171.0 100.0 260.0 100.0 200.0 100.0 200.0 _ 100.0 148.0 100.0. 171.4 .100.0 111.4 100.0 171.4:..100.0 131.0 24" :30" 32". 36" 42" 48" 54" 60" : 100.4 210.0' :100.0 210.0 100.0 210.0: 100.0 2094 100.0. 210.0. :100.0 .210.0 100.6: 210.0 100.0 260.0 .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 :210.0 106.6 156.0 100.0 210.0 100.0: 210.0 . 100.0 : 210.0 100.0 : 135.0. 100.0 120.0. 100.6 120.0 100.0 120.0 100.0 117.0 100.0 120.0: .100.0 120.0 100.0 120.0.. 100.0 10.1.0 24" 30" 327 36" 42" 48" '54" 72". 100.01 210.0: -100.0: 210.0 100.0 210.0..100.0 205.0 100.01 210.0. ::100.0 .. 21.0.0 100.0:: 210..01. 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.- 198:4 100.0 :210.0 100:0: 137.0 100.0 120.0 100.0: 120.0 . 100.0 : 120.0 100.0 119.0 100.0 120.0 100.6 120.0 100.0 -120.0 100.0 102.6 100.0 120.0 100.0 -1.20.0 100.0 120.0 .. 88.5 :88.5 24" 30" 32" 36" 42" 48" 54" 84" 100.0 210.0 100.0: 210.0 100..0 210.0 1.00.0 180.0 100.0 210.0. .100.0 .21.0.0 100.0.1 210.0.. ::100.0 136.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 129.0 :100.0 120.0 100.0 120.0 .100.0 :-120.0 100.0:1 117.0. 100.0 .120.0 100.0: 120.0 100.0 120.0 100.6 105.0; 100.0 120.0 100.0 120.0 100.0 120.0 923 92.7 100.0 MAY 100.0 120.0 100.0 120.0. 80.4 80.4 24" 30" 32" 36" 42, 96" 106.0, 210.0: 100.0 210.0 100,0: 210.0 100.0 157,10 100.0 120.0 .. 100.0 120.0 100.0 120.0 100.0 117:0 100.0 120.0 100.0. 120.0 100.0 120.0 1004 . 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 1 100.0 1,120.0 90.8 90.6 100.0.:120.0 1 100:0 120.0 100.0 :126.0 80.9. 83.7 3/16" HS Glass ' Type " T 1 /8". HS 3/8" Air Space 1 /8n. .. H.S. GLASS. S. OR 1 /8" TEMP, GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR. WPER SPACER BY 'QUANEX' Glass Type "4" .090" Interlayer - SentryGlas By 'Kuraray America, Inc.'' .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-200.0 DOW-79.1 DOW-983 DOW^995 23 : At. 1/4 Points On Utes- Wider Thon 36" .090" ' :Interlayer - SentryGlas By `Kuroroy America, Inc.' .075" Interlayer Soflex CP With PET Core: By 'Eastman Co.' 3�8 Chemical .100" Interlayer 1/8" i4H Saflex HP' Clear or Golor Glass. By ':Eastman Chemical Co. 1/8" TE6 1 /8" H$ gib- .. Silicone - GE-1200 XL EC GE-2000: 5T. STEEL BY DOW-79:1.. DOW-983. DURASEAL 6 23 DOW-995..: At 1 /4 Pointa All Sizes SUPER SPACER'S EQUAL LITES WINDOWS DESIGN LOAD :CAPACI'i'Y: - PSF W=0W DIMS. GLASS TYPE 'W GLASS TYPE..'3A' GLASS:TYPB W GLASS TYPE '4A' WIDTH HEIGHT EXT.(+) INT.(-). EXT.(+) 1 NT:(-): EXT.(+)- 1 WT.(-) :EXT.(+) 1 NT.(-) 19-1 /8" 26-1/2" 37" 53-1/80. 26" 160.0. - : 210.0 . 100.0 2104. 100.0. 210.0 .100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.D, 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 ;160.0 210.0. 100.0. F 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 -100.0 210.0 100.0 210.0: 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. .1 -1/8" 26-1/2" 37" 53-1/8": 50-5/8"... 106.6 210.0 100.0 , 210.0 100.0 210.0 100.0 210.6 100.0 210.0 100.0 210.0 100.0 210.0 - 100.0: 210.0 . . 100.0 216.0 100.6 210.0 100.0 210.0 100.0. 183.0 100.0 168.7 100.0 168.7 100.0 168J 1 1 101.0 :123.0 NOTE: TO QUALIFI THE EXTER AND "4A" 1 (INSTALLAD 1 /8" Ann.. Glass 1 /8. " HS Glass .090" Interlayer SentryGtos .090" Interlayer By 'Kurargy America, , Inc:' SentryGlas By Kuraray America, Inc.' .075" Interlayer 075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .100" I,nteriayer; 100" •Interlayer Saflex HP Clear or: Color Glass Safiex: HP Clear or Color Glass By 'Eastman Chemical Co.' By"Eastman Chemical Co.' _ w : m 1 /8" Ann. Glass L1 1 /8" HS_ .Glass. N N Silicone N N Silicone: o 'GE- o GE-1200- �- GE-2000 `- - GE-2000 DOW-791 .. D DOW-983 - .: ..... DOW-995 OW 995 D 23 At: 1/4 Points On Utes „. 23 At 1/4 Points On Lites Wider :Than 36:. Wider Than:.36 :Glass Type »l» Glass: - Type » 2„ 5/1:6" Nominal Glass 5/16". Nominal -Glass Annealed/Annealed HS/HS . UNEQUAL .LITES WINDOWS :(.ORIEL): DESIGN LOAD CAPACITY - PSF :WINDOW DIMS. TOP VENTGIMS HEIGHT TYPE T' GLASS TYPE '2' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30" 32" 36" 42" 48n 54" :... (.MAX,.) 100.0 161.9 • 100.0 210.0 ..100.0 118.8 : 100.0..: 120.0 100.0 111.9 100.0 120.0 100.0 ::101.5 :1OD.0 MOD-: 85.4 85.4 1-00.0 120.0 76.2 : 76.2 10.0:0 120.0 :. 68:9 68:9 . 100.0... 120.0 24.0 30" ..:. 32" 36" 42" 48" (1 MAX , w 54" 1, 00.0 142;4 _ 100.0. 210.0 .100.0 1.02:2 . '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 fi8.6 '68.6 10.0.0 120.0 24" s , , 30" 3Z" 36" 42"1 _ 120" (MAX.) 60" 100.0 1:20.-0 100.0. 120.0 90.7 90.7 : 100.0- 120.0 83.6 83.6. 100.0 :120.0 75.9 75.9 100.6 120.0 1 66.4 66.4 100.0 120.0.: 24" 30" 120" 66" 100.6 120.0 1.100.0 120.0 81.7: 81.7 :100.0 120.0 UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY -.PSF WINDOW DIMS.. TOP VENT HEIGHT GLASS TYPE ' ' GLASS, TYPE '2' WIDTH HEIGHT .. UL(+) 1 NT.(=) E)M(+) NT.(-) 19-1 /8" 26-1/2": 37" 53-1 /8" 96„ (MAX,) ...100.0 100.0 m.0 100.0 210.0 .138.5 100.0 ::210.0. 99.3 99.3. :100.0 120.0 69.8 69.8 100.0 120.0. 19-1/8" 26-1/2" 37": 108" (MAX') 54" 100.0. 210.0 100.0 210.0: 106.0- 120.0 100.0 120.6 .83.6 83.6 100:0. .120.0 19-1/B" 26-1 /2": 37" 120". (MAX') 60" .. 100.0 210.0 100.0:- 100.0 108.6 100.0 ' 1,120.0. 73.7 73.7 100.0 120.0 19-1/8" 26-1/2" 37" 120" (MAX.) 66" 100.0 210.0 100.0 210.0 99.5 99.5 1.60.0 120.0 653 65.7 100.0 120.0 19-:1 /B" 26-1/2" 120" .. (MAX.)..: 72n 100.0 21.0.0 i 00.0_ _1 210.0 93.9 93.9: 100.0 120.0: 1971A" 26-1/2" 120'. (MAX.) 78n 100.0 120.0 100:0 .. 120.0 88.0 .. 88.0 100.0 120.0 19-1/8" 26-1/2" 120" (MAX.) 84". 106.0: :120.0_ 100.0 1200. 79.8. - 79.8 100.D 120.0 Supplemental Test Air Infiltration - Wat Test Type and M1 Air Infiltration : Test (ASI ® 1.57 psf •pressure c ® :6.24 psf pressure < Water Leakage Test (AS Without waterbc with waterbc Forced :Entry Resistance (ASTM..F588 & Grade 11 NOTE: :GLASS CAPACITIES ON :THIS SHEET ARE BASED ON: ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING -COMMISSION DECLARATORY STATEMENT.DCA05-DEC-219 :UNEQUAL LITES WINDOWS (ORIEL) :DESIGN LOAD CAPACITY - PSF 11INDOW DIMS. TOP V HEIGHT . GLASS TYPE '3' LASS TYPE '9A' GLASS TYPE W GLASS TYPE '4A' WIDTtI HEIGHT EXT.(+) INT.(-) EXT.(+). INT.(-) EXT.(+) 1NT:(=) EXT.(+) 1NT.(-) . 24".. 30" 32" 36" : 42" 48. 54"- 96 " (MAX.) " 1'00.0 210.0 100.0. 210.0 100.0 210.0 100.0: 154.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 114.0 100.0 120.0: 100.0 120.0 100.0: :120.0:: 100.0 1:14c0: 100.0 120.0.. 100.0 120.0 100.0: 120.0 99.9 99.9 100Z : 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 82.31 82.3:: 100.0 : 120.0 100.0 : 112.6: .. i 00.0 120.0 73.7. 73.7 24".: 36" 32" 36" 42" 48" 1OB (MAX.) 54" 100.0 2.10.0 100.0:. 210.0 .100.0 210.0 10000.::138.0 100.0 120.0 100.0 120.0 100.0 120.0 .100.0 10.1.0 100.0. 120.0: 100.0 120.0 100.0. : 1'20.0:: 100.0 10140 100.0 120.0 ..100.0 126.0 100.0: 120.0 :87.4 87.4 100.0: 120.0:: 100.0 .1:20.'0 100.0 120.0 :.78.2 78;2 100.0 . 120.0 1 100A . 112.2 100.0 .120.0 71.5. . 71,5 24" 36" 32" 36" 42" 120" (MAX.) 60" 100.0 :120.0 100.0 : 120.0. 100.0 .120.0 100.-0 127.0 100.0 120.0 100.6.. 120.0 160.0 120.0 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 1:20.0 100.0...120.0- ..79.0 -79.0 100.0 120.0 100.0 :1.14A 100.0 120.0: 69.1 :691 24" 30" 32" 36"' 120"• (MAX.) 66" 100.0 : 120.0.. 100.0 .120.0 1 100.0 .120.0 . -1.00.0 120:0. 100.0 120.0 100.0 . 120.0. .100.0 .120.0 83.7 83.7 1.00.0 120.0 100.0 ::120.0 100.0 120.0 83.7 83,7 .100.0 120.0 160.0. 120.0 100.0 120.0 70.0 70,0 24" 1-100.0 120.0 100.0 120.0 .100.0 120.0 100.0 117.0 3/ 1 f 090" Interlayer e 'a.' r Glass 'a. DOW=995 Glass Type " 3" 23 At 1/4 Points On Utes Wider Than 36" 1 /8" HS .090" Interlayer SentryGlas By 'Kuraray :America, Inc.: 3/8" Air Space .075" Iriterloyer 1 /8" H.& GLASS Saflex CP With. PET Core By '.Eastman: Chemical Co:' 1/8" 'A OR 1/8" TEMP. GLASS .100":Interlayer 1/8" TE Saflex ' HP Clear or Color Glass By 'Eastman Chemical: Co.' .XL EDGE SPACER 1 /8- :MS XL E ST. STEEL BY 'CARDINAL' OR ' Silicone ST. STEEL B DURASEAL'BY. 'QUANEX' . OR GE-1200 DURASEA.L I GE--2000 SUPER SPACER. BY 'QUANEX' DOW-791 SUPER SPACER DOW=983 23 ..DOW-99.5 Glass Type "4" At 1/4 Points AIV Sizes UNEQUAL LITES WINDOWS (ORIEL) DESIGN. LOAD CAPACITY -. PSF 1/INDOA DIMS.: TOP VE GLASS TYPE '3' LASS .TYPE '3A' GLASS TYPE '4' GLASS 7 :WIDTH HEIGHT HEIGHT 19-1/8" 26-1/2" 96" 48" 37" (MAX.) 53-1/8" 19-1/8" 26-1/2" 108" 54" 37" (MAX.) 19-1 /8" 26-1/2 '120" 60" 37" (MAX') 19-1/8" EXT.(+): 1 NT.(-) M.(+) 1 NT.(-) EXT.(+) 1 L(-) EXT.(+). 100:0 210.0 . -100.0 . 21.0.0 100.0. 210.0-. 100.0. 100.0 210.0.:. 100.0 :.210.0 100.0: 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, 210.0 .. 100.0 -210.0 100.0 100.0' 126.0 100.0 120.0 100.0 120:0 100.0 100.0.. 120.0 100.0 120.0. : 100.0 :120.0 85.4 10.0.0 210.0. . 100.0 204.2 100.0. 210.0 . -100.0 100.0 120:0 : 100.0 120.0 100.0:. 120.0 - 100.0 100,0 120.0 100.0 120.0 100.0 120.0 77.1 100.0 210:0 1 100.0 21'0.0 100.0 210.0 1 100.0 IMPORTANT NOTE: TYPICAL "A Wood Bucks must sustain . 1 /4" DIA.. ULT loads imposed by .glazing -- system and transfer '1 /4" DIA. ULT 'Hi them to the building A- DIA. structure. INTO 2BY WOC 1-1/2" _MIN. THRU 1 BY -BU, 11=1/4" MIN- 1-1/4" MIN. DIRECTLY INTO 1-3/4" MIN. 1-3/4" MIN. _1 /4" DIA. TEK INTO METAL S (3) THREADS ALUMINUM : 1 STEEL : 1 /8" (STEEL. IN COP 14 SMS (GRAD INTO MIAMI—W (3) THREADS ALUMINUM:...1/ STEEL: 1 /8" 1 (STEEL IN COP TYPICAL EDGE INTO CONCREf INTO : WOOD S1 INTO METAL S7 WOOD AT HEAD, CONCRETE AT F C-90 FILLED BI Values for Installation .Type "A a p p maximum shim space 1 /4': 1— Using 1 by P T. wood bucks, .mi 2— Directly into masonry, without t I 3— Directly into a steel or aluminu Min. 1 /8 thick and using, #14 Strunturn' must hP riPsinnerl by -Installation Type - :B" w/ 2 - x 4 Beveled P.T. Wood Buck 4 .Buck tied in 4. sealant (typ) 4 s Optional Sealant Wood Wood Buck S (dotted) Installation Type based on wood penetration only using 1 x _ 4• or 2 x 4 wood bucks Buck bed ii sealant .:(tyF Sealan' 1 /4" Did. Flat :Head (typ) Teks Or X4" Did. Ultracon/Ultracon+ Wik—Con Fasteners 1 x 4& 2 x 4 F L � i 3_ 1 1/2" Min. Total Wood Penetration ANCHORS. DESIGN LOAD ' CAPACITY - PSF f9IivD0W DIMS. NO. OF ANCHORS AT JAMB_ STD. HOLE PATTW W/0- ADOL. ANCHOR EXT.(+) & INT.(-) STD. HOLE PATTW WE ADDL. ANCHOR EXT.(+) & INT.(-) WIDTH HEIGHT _ 24" .30" 30: 36" 42" : 4$" 54" :..: 4 210.0 210.0 - 210.0 210.0 210.0 210.0:: 196.0 210.0 174.2 210.0 151.7 196.0 .... 127.1 178.2 . 24. 30" : :.32" 36" 42" 48" 54" 60" 6 210.0 210.0' 210.0' 210.0 210.0 210.0:: . 210.0 21.0.0 : 171.1 210.0 134.4 '261.6 110.7 156.0 24" 30" . 32" 36" 42" 48 - 54" 72" B 210.0: 210.0: 210.0: 210.0 210.0 210.0:. 210.0 210.0 165.1 210.0 125.4 :188.2 101.2 151'.7 30" 32" 36" 42" 48" 54" 84" a 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" : 36" 42." 48" 54" 96" 8 210.0 210.0., 185.8 209.1 176.4 198.5 -160.8 180.9 143.4 161:3 122.1 147.0 94.1 135.7 2,C 30" 32" 3R" 108" 10 21OJD 210.0 202.3 210.0 101.7 210.0 174.2 . 191.6 ANCHORS DESIGN LOAD CAPACITY - PSP WINDOW DIMS: N0. OF ANCHORS AT JAMB STD ' HOLE PATTWSTD. % ADOL. ANCHOR EXT.(+) & INT.(-) HOLE PATMN WIN ADOL. ANCHOR EXT.(+) & .INT.(-) WIDTH HEIGHT 19-1/8" :. 37" 53-1/8" 26" 4 210.0 q 210.0.. 210.0 210.0 ..:210.0 210.0: 208.6 210.0 19-1/8" 26-1/2" 37" 53-1 /8" . " 3B-3/8..::. .: 4 210.0 210.0 210.6 210.0 210.0 210.0 152.7 210:0 19-1/8" 26-1 /2" 37" 53-1 /8" 50-5/8", 4 210.0 210.-0 210.0 210:0 179.6 210.0 125.7.. .169.5 2671/2" : 37" 53-1 /8" 63" 6 210.0 210.0 210.0 210.0 263.8 216.6 110.7 1669A 26-1/2" 37".. 53-1/8". 72" g 210.0 210.0 ' 210.0 210.0 210.0 - 210.0 104.1 .. .156.1 19-1/8" 26=1/2" 37" 53:=:1 /8" " 210'.0 2mo 210.0 210.0 210.0 210.0 ..102.1 V 153.1 - FOR ALUMINUM :B :SHEETS 13 AND Width 6" :.. 24" 6" max. ... . /Installation ! Screws D Addl. Anchor e� o At Mtg. Stile Ends E Reqd. For Higher Loads (if Applicable) o See Chart For Capacity PERFORMANCE VALUES PERFORMA OF ALUNDINNM BUCK OF ALUM INSTALLATION ANCHORS INSTALLAT] EXT:(+) 1iDiDOt► DIMS. ANCHORS INTO "HOLLOW: BLOCK ANCHORS INTO CONC. ANCHORS DM- WOOD WMDOW: DIMS, ANCHORS. INTO HOLLOW BLOCK CLUSIBR CLUSM CLUSTai C usmi CLUsm CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER ::.. CLUSTER CLUSTER CLUSTER CLUSTER CLU31 OF 4 OF 8 OF 8 OF 2 OF 4 OF 6 OF 8 OF 2 . OF 4 OF 8 OF 8 WIDTH. HEIGHT OF 2 OF 4 WIDTH. HEIGHT . OF 2 OF 8 OF. 8 OF . 24 89.3 : 178.7 :. 210.0 210.0 140.0 - : 210.0. - 210.0 /8" 210.0- .210.0 210.0 21 Q.0 : 210 210.0 120:0 : 210.0 210.0 210,0 19=1 30" 719.0. : 155.9 210.0 -210.0 122.2 :210.0: ' . 210.0 210.0 104.7 209.5 210.0 210.0 26-1 /2 216.0 :210.0 210.0 210:0 : 210 26" . 32": 75.4.:. 150.8.:. 210.0 .216.6 118.1 : 2t0.0.: 210.0 .210.0 10.1.3; :. 202.5.. 210.0 210.0 37" 210.0. :.210.0 _ •2t0.0 210.6. 210 36" 48" 71.5 142.9 210.0 .1 210.0 112.0 210.0 210.0 1 210.0 96.0 192.0 210.0 210.0 53-1 /8" . 210.'0 210.0 • 210.0 210.0 210 42" 68.1 136.1 204,2 210.0.. 108.7 210.0 210.0 210.0: 9.1.4 182.9 210.'0 210.0 _ 19-1/8" 140.1 210.0: 216.6 .210.0 " 210 48" -,-67.0 134.0 201.0 210.0 . 105.0 '210.0 210.0 210.0 - 90.0 180.0 210.0 210.0 26-1 /2" . 38-3/8" 115.9 210.0 210.0. 210.0 181 54" 67.0 134.0 201:0. 210.0:: 105.0 .210:0 210.0": 210.0. 90.0 ..180.0 21.00' 210.0: 37" 105.0 201.0- 210.0 ::. 210.0 .164 24" 67.0 . '134.0 . 201.0 .210.0 105.0 210.0 210.0 .210.0 90.0 180.0 210.0 .210.0 53-.1 /8" 104.8. 209.6 210.0 216.0 164 30" 57:2 114.3 171.5 210.0 89.6179.2: " 210.0 21.0:0 76.6 153.E 210.0 210.0 19-1/8" 98,3..: 196.E ...210.0 210:0 154 327 54.8" 109.6 164.5 210.0 85.9- 171.8 : " 210.0 210.0 716 147.3 210.0 210.0 26-1/2" 77.9 155.9 210.0 210.0. 122 50_5/g� 51.0 " 102.1 153.1 204.2 80.0 160.0 210.0 '210.0 68:6 13M- " 205.7 210:0 37" 64.9 129.9 194.8 210.6 101 427- - 41.1 94.2 141.4 . 188.5. 73.8 :1.471.7 210.0 210.0:. 63.3 1.26:6 189.9 210.0:. 53-1 /8".. 60.2 120.5 180.7 210.0 94. 48" 44.7 89.z 134.0 178.7: 76.0 140.6 210.0• 210.0, 6.0.0 120:0 180.0 210.0 19-1/8" 75.5 151.0: 210.0 . 210.0 118 54" . 43.3 86..6 129:9 . 173.3 .67.9 135.8 203.6.: 210.0 " 58.2 116.4 174.5 210.0 .26-1 /2" 63" 58.5 11711 175.6 210.0 91. 24" 53.6. 107.2 160.E 210.0 84.0. 1'68.0 210.0 210.0 72.0 144.0 210.0 210.0 37" 46.9 03.8 .140.6 " 187.5 73. 30" 45.1 90.3 " " ":.135.4 190.5 70.7. 141.5 210.0 210.0 60.9 121.3 : 181.9 210.0 53-1 /8" 39.9.. 79.7 TAJ9.6 159.5 62. 32" 43.1 86.1 129.2 172.3 67.5 : 135.0 202.5 210.0 57.9 115.7 173.6 - 210.6 1.9-1/8" 64.6 129.3 193.9 210.0 101 72" " ::. 39.7 , 79.4 1.19.1 158.8 62.2, :: 124.4. ; 186.7 210.6 53:3 106.7.: 160.0 210.6 26-1 /2" " 49.6 - : 99.2 ...148.7 198:3 . 77, 42" 36.0 72.1 08.1 144.1 56.5 112.9 169.4 .. 210.0 48.4 96.8 145.2 .193.E 37" 39.0 78.0 . 117.0 156.Q Bi, 48" 33.5 67.0" 100:5: " 134.0.. " 525 105.0 157:5: : 210.0:: "."45.0 90.0" 135.0: 180.0:: 53-1/8": 32.0 64.0. 95.9-:127.9 : 50 54" : 31.8 63.5 96.3 : . 127.1 49.8 99.6: 149.3: 199.1 42.7 8$.3 128:0: 170.7 1:9-1 8" : 60.7 121.5 182.2 _ :210.0 95, 24" . " 44.7 89:3 134.0 178.7 " : 70.0 140.0 210.0::. 210.0... 60.0 :120.0 180.0" :. 210.0:: " : 26-1 /.2" 46.4 92:8: 139.2 185.7 - 72, 30. 37.3: 74,E 111.9 149.1 58.4: •116.9, 175.3 216.0 50.1 100.2, 150.3 200.3 37" 76" "36.3 72.E 108.8 145.1 5% 35.5 70.9 -106.4 "141.9 55.E 111.2: 1.66.8 210.0 47:6- 95.3 142.9 19046 53-1/8" 29.4 58:8 88.2 1:17.6- 46 38" 84" 32.5 '65.0 97.5 129.0 50.9. 101.8 152.7 203.6 43.6 87.3 .. 130.9 .174.5 42" 29.2 58.3 87.5 .116.7 45.7 91.4 137.1 1 82.9 39.2 • 78.4 " 117.6 156.7 12" PRE PUNGHEI 48" :: 26.8 53.6 80.4 107.2 :. 42.0 :.84.'0 126:0 " 168.0: " 36.0 :. 72.0 108.0 144.0: . 25.1 '50.2 75.2. 100.3:' 39:3 78.6 117.9: 157.2. .: 33.7 67.4 101.1: 134.7:..:. 3". ttP' DRILLED EN F 54" : SPACING 24" 38.3 76.6' 114:9 ".: 153.1 66.0 110.6 180.0. 210.0: 61.4 102.9 154.3 . 205.7. 30" 31.E 63.5 95.3"" " 127.1 ' 49.8 99.E 149.3- 199.1 42.7 85.3 129.6 170.7 32" 30.1 _ _ .. 80.3 90.4 120.E 47.2; _ 94.5 : - 141.7 189.0 40.5 81.0 121.5 162.0 36" . 96!: 27.5 55.0 82.5 109.0 43.-1.. 86.2 129.2 1723 36.9: 73.8 110.8 147.7 42": 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 48"' 22.3 44.7 67.0. 89.3 35.0 70.0 105.0 140.0 30.0 60.0 90.0 ' 120.0 20.7 41.4 62r1 82.9 32.5 64.9. 97.4.. 129.9 27.8 55.7 83.5 ... 111.3 1 M MULLION 54 SEE SHT - 8 OF 1.1 24" 33.5 67.0 100.5 134.0 52.5 105.0 157.5. 210.0" 45.0 90.0 135.6 " 180.0 30" 27.7 55.3 83.0 1 110.7 43.4 86.7' 130A 173.4 37.2 74.3 111.5.: 148.E 32" 108" 26.2 52.4 78.7 104.9 41.1 82.2 123.3 164.3 35.2 70.4 105.7 140.9 36" . 23.8 47.6 71.5 95.3 37.3 743. "-1.12.0 .149.3 32.'0 64.0 • 96.0 128,0 42" . 21.1 42.2 .64.4 84.5 33.1 66.2 99.3 132.4 28.4 56.7 85.1 113.5 48" 19.1 38.3 • _ 57.4 76.E 30.0. 60.0 90.0 .120.0 25.7 51.4 77A 102.9 n• nn a Cn a On 7 n 4 Ae 7 n: 2 4An n 40e 7 Ann an n +nn n +en n