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Product Approval (3)
!b®4 6&-qq ST. LUCIE COUNTY BUILDEi G DIVISION REVIEWED FOR CO IANCE REVIEWED RY _ DATE_ M1AM I•Du4DE PLANS AUS:ERMIT MUST BE faPT ON J®3 M. OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION -- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25"Street Miami,FL 33172 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 NOY 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 th, 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` 60"Aluminum-Sgle-HungWim o�vd .MI APPROVAL DOCUMENT: Drawing No. W05•-04, titled Series"360"Alun Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, 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 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 NOA#12-0822.11 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.15-0512.07 MIAMI•DADE COUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 1 Page 1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No.W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on:. l)Uniform Static Air Pressure Test,Loading per FBC.TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FSC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. nue ere ,P.E. M Product Cont of Ex miner NOA N . -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 7) Forced Entry Test, Type "A-A"vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5--04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA No. 08-1208.06) 5. 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, Type"A-A"vertical sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Pere Product Control Ex min NOA No.15-0 .07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Safiex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/1.1/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Safiex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5111 Edition(2014),and of no financial interest, dated July 16,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, S,6, 7 and 9, issued by Hurricane Test Laboratory,Inc., dated 04/02/04,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal@ and Super SpacerO Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon, Supervisor, G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window -- L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manue Per ,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 General _Window Sections FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2. V SEE SHEETS 3&4 FOR CAPACITIES. 11� 1/2'(typ. flonge) 17 I6 12 15 Z q Ig -- _ p To-Bel �f ^ • - g I �C In Inslallotion Screws 609 4 (Refer t sheet^ n f( tD —'E to I .- -- 5. 6 & '/ for n LL 14 n BpOcing i la.....lion) V G w I ,� YfindoW Wioln _ a No 6021 20 21 -- r.,light / (IMP) (W) 3 9/IU" Opng. Upng3 9 16' 9 SLC SreETs a k f0R pA35 OPtMM16 ._ — _ ___ x C---�: Window Wdlh VYndow Width mE (ovrna,ol) Y IAunl n:(OPlonoel) / INSTR TION FOR IN, CAPACITY HART• \ $ STEP 1 DETERMINE WE REQUIRED DESIGN PRESSURES FOR � � r.I L ` , A GNFN WINDOW OPENING. i _wavO tj �' STEP 2 DETERMINE THE CAPACITY OF THE WINDOW t I C3 SIZE/CONTTCURATION/GLASS TYPE FROM CHARTS ON u SHEETS J AND 4. LS 2 T F-AU(f S7(p 3 DETERMINE THE ANCHOR GUTFROM SHEET] N - FOR SINGLE OPFN!NCS,APPl1CAftABL E TO ANCHORS TYPE I II 3 N rn m A.B OR C SHOWN ON SHEETS 5 AND B. STEP IF ALUMINUM BUCKS ARE USED,VEI e 1 OoZ 3 M n 4 RIFY THE BUCK I __ _2 .� W INSTALLATION CAPACITY FROM SHEET 9. 9 STEP 5 WR UNCUPPW WILLED WINDOWS DETERMINE MUWON/YULUON ANCHORS CAPACITY FOR 1X4 TUBE li MULLION FROM CHARTS ON SHEET B. -- U / STEP 6 A ALUMINUM QUIRE IRE USED DETERMINE BUCK (K)/ ANCHORING RWUWF]IFMB FROM CHARTS ON MEET 10. in F t (OpK°wI)Q 4 THE LOWEST SELECTED VALUE APPLY TO THE NSTIREATX)N -- 7:1 \ AN0 MUST EQUAL OR EXCEED THE REQUIRED DESIGN 3 S I M M n (ovIbNR9 luewn ) PRESSURES OBTAINED FROM STEP 1. I o15 wl (� B WQi T/picDl Flevotion °oi imi SERIES 9R0'ALUMINUMSINGLE.HUNG WINDOAPPROV.LLALWl1E5TO S1NGlE UNITS OR SIDE BY SAVE COMBOUTNINSl� I' \ OF S.H./S.H.OR SINGLE HUNG WITH OTHER MIAMI-RADE COUNTY Y _ APPROVED WINDOWS USING MUM-OADE COUNTY APPROVED MULLIONS 14 BETWEEN. LOWER DESIGN PRESSURE FROM WNDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSIFH. N o=8 e 8 .MESE WINDOWS ARE RATED FOR LARGE YISSLE tuoACf. _ 1 SHUTTERS ME NOT REQUIRED.22 MIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING M.VEEOCITY (Oaip1"O HURRICANE ZONE(HN2). p 631 WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER ImR0T1UCTRBVRED T I1F�I INL1f I (GPI:ar4) LOADS TO WE STRUCTURE. No J''lIy wlpl Yq FlaidA Eny:JAv MYAO IYCH085 SFWL BE AS LISTED.SPACED AS SHOW ON DETAILS.ANCNRS AUY1=1=uce Nat IR.O RA PE/"'S" I EMBEDMENT TO BARE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO)'-e ratim pate ] ANCHORING OR LGAWiG CONDITIONS NOT SHOWN IN THESE DETAILS ME rN, 1407 PMT OF THIS APPROWL Afivoli)_d.•IY.MUYL C____ ..� SlOndard 12 Pst Sill Oplionol 1 S PSF WOtcr Dor Adaptors A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I( 5 drawing no,f.1 ill —tio .- MATER VLS INCLUDING BUT NOT LIMITED TO 51EEL/METAL SCREWS,THAT WOG—OY Can nol he used with lock type Q COME:NTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L_ J REQUIREMENTS OF THE FLORIDA BLDG.CODE. Shell 1 of 70 FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A.4 AND 4A. SEE SHEETS 3A&4A FOR CAPACITIES. I 11 a J� OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THEFE 0 CJ [GLASS TYPES. Z n $ (1 To Q 17 16 Instollalion Screws a �" JL1 _ � — (Refer to sheets 5, fi & 7for a r -1 — spacing i1 formation) V o Vfndow Wdlh O Q paw— y m 630DaylY; LL _ Opc19hg _ 3 i6• =v a s[c sunz>w ..ra+cJ.ss omars ---hhh Wndow'Width el yon - _-- -- - -i- MunGns(Opli nal) 3 1Flil 0G I NNn o - =n) 2 _�ml IR (j i� 03" „I - �� aZ� � 30 l Glaring at Insulated Lorminoted L 9 II 11 A S r t Typical Clevotion `0 3`R� x,,1498 J cuoa8 0. 1 �..��-1V5 ( cnpr.3w�AnWD Pft13DaC7 ftEV15En �u � _� r�f� L. u cE I ro593 OlyinBwW We Flw10� � IDI cwn.asJe nn o108„�^"!§•OJ 12.0 Stondnrd 12 Psf Sill Optional 15 PSF 'Nater Bar Adaptor p2015 nr a�p�l ercing --can not x cep wan wck type © WO5-04 j sheet TA oflp) Z R � a 0 0t L1 0 0pii�� Dam- LL in_� J..J Bill of Materials 'J ITEM PART 9 QUANTITY DESCRIPTION MATERIAL h1ANF./SUPPLIER REMARKS e I W2320ING AS REGO. WOOL PILE WITH CENTER SOFT FIN (CRAY) PILE ULTRAFAS/SCHLEGEL _ x 2 CCI-612P AS REOD. PLASTIC BUMPER GUIDE^_ PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK z O w 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY C3 4 N/A AS REDD. GLAZING GLASS VARIES viAl N o 5 N/A 1 COMPLETE SCREEN ALUM/MESH CGI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WOWS. 28"WIDE& SMALLER O 3 6 & 616C 1 OR 2 ATTACHED W/(2) #8 X 5/8"FH SMS ZINC CUSTOM CASTING 2 0 WOWS. OVER 28"WIDE e Z=[f r A30700& OPTIONAL SWEEP LOCK & KEEPER (replaces I 0 WOWS.28'VIDE& SMALLER o T C30705 I OR 2 item 6)ATTACHED W/(4) N6 X 5/8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 0 WOWS. OVER 20'WIDE ` U 8 18-11-XX-IGO 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 r6 MOWS.28"WIDE& SMALLER rf 2_®WOWS.OVER 28"WIDE_ I 9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED `o 11 CCI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB SS 12 CGI-618P 2 VENT STOPPVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS n r d 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PROOu47 xFVLSEO e'94 9 __. _—__. nmPlYi�aiN�te F1aW 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING IlMd,u9Cuds 16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING 1: ihvn°p1p o o y B ' 17 C&II-62N 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT 11Y y Miovi>ade YroAsl 18 N/A 16 VENT ASSEMBLY SCREWS S/S _ VARIES #10 X 1 1/4"PH SMS(2 PER CORNER) 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4"PH SMS(2 PER CORNER) 20 CCI-382V AS REOD. VINYL BULB _ PVC PROTOTYPE PLASTIC EXTRUSIONS NFE 1 10142. 21 VARIES AS REOD. STUCTURAL SILICONE _ SILICONE 3 SILICONES GE-1200.GE-2000.&DOW 995 a nm k 22 CCI-632 1 OR 2 ZINC COMBINATION EGRESS WB LOCK&UFT/PULL CUSTOM CASTING 1 0 WOWS. 28"WIDE& SMALLER a, i -- _—� ATTACHED W/(2)RB X 5/8"FH 51A5 (FOR USE WITH WATERBAR) 2 9 WOWS.OVER 28"WIDE �°w�9 23 - 2/UTE SETTING BLOCKS EFDM - OUROME ER 8515 SHORE A I WOG—O4, ,sneer t Z allp� ' 0 T — - _1�--i n F O—m a _L I 02 �. d G00-Frome IIeOJ 601-Frame Sill 602-Frame Jomb ()c w o 6063-T6 6063-76 6063-T6 1.326 L7o1- VENT SHAPES FOR GLASS TYPES 1 do 2 H m 8 Qm— c8n 'eue 04-Hmiz. Rml 605-Piled InOck. I O6-lAovin Intick G07-Side hail I609-Glzg. Oeod o G063_I� 6067-T6 L� 9 6063-T6 l___6065_75 -I W o� - 2,126-----y VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 1.328— F-1.]281 l San o .070 i I (--t.]A—y C3 3j,n m 1.632 .loo Fm moZ_Z(� J75, 2307 . 2.507 2.010 IBJx.256 y-636 R IuI 1.632 VI �_J I U` 3.134 1.326 I.J ,062 I��II��� S —I I �-902 J9L_U l_ f � ll .070 .902 4 -.950 ,—I.]01__� _ 629-Glzg. "Od 630--GIzg. fiend N 625-Horiz. Hail 626-Fined Intick. 627-Movin Intick 626-Side Rail 6063-T6 6063-76 X - 6063-T6 __ 6063-T6 6p63_Tg_� 6063_T6_ For Glass Types a @ CA Ger Glass Types 3 h 3A ' a .135-{ .325- ° Q II 1.14 � 11 3.165 r_— - I� .0]5 Engr.JAVAD 1HIUD PROL)=REVISED tMt n rmnDlYinB vi�tM FIu1N `i' M GE/70592 IkeNisP Cak o � JN. rr36 nrpunmTb 15-0514.0 k I E bntT.ve $ $ a u .375 0 2015 51 eaGem�l a owing fill-Wolerbar 631-Wolerbar �µ(05—Q4 6063-TS 6063_IS (sheel2A al 10' 1/8"Ann. Gloss t/R HS Gloss 09a'Miedger .090'intn�nger t��� -5enV2files Oy'Xemray America,Inc.' By'K-nay America,Inc.` z Supplemental lest Results for: 0]5"Interiger .OlS'Ini<nger 5nllex CP with PET Cort -4001.,CP Dn PET Cera Air Infiltration - Water Leakage Resistance - Forced Entry n Ey'Fastnutn cinunka!Co.' By Test-Cheom.1 Ca' _fie- __ s4 2 -I .1 GQ"Nl.dge, .100'I 1<dger TDst Type and Method Results R o Selfex HP Clear.r Cale,Sea set,-MP C,-,ar cam Glass Or Easrmmo Chmutei Co: ay'Eastman Chemicei Co.' Air Infiltration Test(ASTM-E7.83) t�e m 1/8"Ann.Gloss w-� 1/8'NS C.tnss 0 l.57 Pst Pressure 6ilterenUoi PASSED{.044 C,F.f Min f 54 IT} Q C I w I 0 6.24 psi pressure dill-Mini PASSED(.076 C.F./Min/Sq Ft) i(((7777 w -�{ Silicone \° Ri Silicone ,Try,a> ry c{ GE-1200 L GE-1200 Water Leakage Test(ASTIA-F331) No I-Wge 00-d Y a GE-2000 GE-2000 without wm<rhnr ode t Gl PASSED 0 7 2 A PSF DOW-99S DOW-445 with wMerb.,adopt., PASSED 0 15.0 PSF Q (?J At 1/1 Points On Ulea 7J Al I/9 P<inta On Liles Z ,.. w4er Than 36" mder Tho,36' F-ed Entry Resis{.r1ae test PASSED J e E Glass Type "1- Glass Type "2 (ASTM 1`588 k Gmda 10) 5/15"Nominol Glass 5/)6'Nernina)Glass r--- -�� An...lod/Anneated HS/HS J EQUAL LITES WINDOWS EQUAL L(TF,S TYTNUUWS EQUAL LITF.S WINDOWS DESIGN LOAD CAPACITY-PSP -DESIGN[AAD CAPACITY-PSP DESIGN LOAD CAPACITY I-SP 1aNDO8 DIMS. LASS TYPE'!'GLASS TYPE';' WINDOW D[MfL CUSS TYPE't`GLASS TYPE'2' WINDOW DIMS, GLASS TYPE't'GLASS TYPE L' MOTH HEIGHT E#.(+)IM.(-)flti.(+)IM.(-) WIDTH BEING Ela.(+)Ifa.(-)EXT.(4)INT.(-) WIOTH DEIGHT EVT+)INT,(-)EXT.(+)INT.(-) S C)w •-^ 1+• I9GA 254.4 100.0_ 210.0 24' iMA 1619 tOaA 214.0 t9-t/8' SmA _110.0 500.0 254.0 _(• "�+x l( 30' 500.0 210.0 100.0_ 210.0 M' _1W.0 310$ 500.0 120.0 26-1/2" 26' Im.d 210.0 IG0.0 210.0 y to 32` IMA 254-0 500.0 210.0 32' IM-0 111.9 1008 120.0 37' 100.0 _210.0 100.0 210.0 K-, W N ~^tl ]4' t8" 100.0 160.0 1000 210.0 36' 96' 100.0 IOI.S 100.0 1200. 53-i/8' 100.0 171.1 100.0 210.0 rn :0 ry �'Jd•' 42" LOQ-O 144.0 1GOA 2140 42' 85,4 858 100.0 1200 S9-ije' 100.0 210.0 104.0 210.0 tDr 03 a$' 100.0 _120.4 100.0 200.0 4B' ]G3 _]6.2 IOO.a_ 120.0 26-1/2'36_]/8, 1000 210.0 100.0 210.0 ^ w Z Z� 51' 100.a 102.9 100.0 1]1.4 54 689--6$.8 100,0 12x.4 3T' SOAA 191.2 -IOM-0 210.0 24' 100.0 210.0 100.0 210.0 24' 1000 142.4 100.0 210.0 53-I/6' IMA 124.1 100.0 206.9 LIE Q 30' 100.0 199.7 100.0 210.0 30' IQO.O_ 102.2 100.0 120.0 14-i/W tm.0 210.0 100.0_ 210,0 i 32" iIR 190.3 IMA^ 110.0 31' 108" -gs'9 91.9 100.0 520-0 26-t/2'50-5/6, 100.0 210.0 YM.O 230.0 -- !6' 60' Im.O 164J 100.0_ 210.0 36' 66.0 85.9 100.0_ 120.0 JT 100.0 168.3 100.0 210.0 I�t)U01 LItC Window s2' _100.0 128.0 1000 2BLo 42' ]5.3 15.3 Sm.O 120.0 53-5/8' lm.0 1013 100.0 fG8.7 I , 4$' 100.0 104.] 113 0 11OD 48' 68.6 6B.6 1m.0 120.0 19-1/8" 10x.0 _210.0 100.0 5'' $$b 88.6 SM.O 520.0 24' SM.O 120.4 IM-0 iZ0.0 26-tj2' 63' 100.0 10].5 100.0 250.0 21' 100.0 101.1 100.0 210.0 JO' 90.7 90.7 100,0 1200 3]' 100.0 154.9 -120 0- 2100 2 E£'�'w 30' 160.0 55?.f i0G.0__?_54.0 32' 320" d3.b $3.$ 100.0 520.0 53-tJe' 8$.i b8.i 500.0 120.0 '-S55 P 32" IM.O 167.6 100.0 210.0 35' 15.9 75.9 Im.O 120.0 19-1/8' 100.0 2100 IM.O 210.0 $a 3 36" 72' 140.0 150,] 100.0 210.0 1 42' 66.4 66.4 ICOb 1209 26-1/2' 100.4 185.5 iMA 2500 PROD"m RKVASF,D u1$ $$ 12' as xmnPiyhg+ntH lbe Flar6L - 42' 1C0.0 120.0 ImO 120.9 3r 100.0 146.8 100.0 ;10.0 R.Mio$CW ag' 96.a 888 100.0_ 170.0 53-if8' 92.0 828 100.0 120.0 Acrcpa-Nat '05tZ•0 fix"rsbn Dnt u r Sa' 60.0 80.0 100.0 1200 19-I/B' Im.. _110.-9F,mG 210- _ 24' 7MA 179.1 100.0_ 2104 26^1/2' J6' 1004 YTI_4Sm.O 214.0 1M �DadePtednn 30' IMA IIJ.4 S212 210.0 37' Im.O IJ8,6 Im,O 2100 J2" _ 100.0 135.3 IMG 210.0 53-1/8' 80.0 80.0 ItlOA 524.0 ]6' 81 100.0 120.0 IMA 124.0 Ener:JAYM AMWp Q t2' 100.0 106.1 IMA 120.0 FU PE 7]0591 48' 65.8 85.6 100.0 120.0 . t All values shown are Design PSF(Pounds per Square Foot) OA ux - •- �. 54' 74,$ 74.8 1M.4 120.0 a 2 a 5 O:OTE: VALUES FOR EXTERIOR LOADS(+)SHOWN ARE -.-----. - CUSS CAPACITIES CN INS SHEET ARE FOR SILL WITH WATERRAR ADAPTER Growing RASED ON ASTM E1300-09(3 SEC.=IS) FOR WINDOWS WITHOUT WATERSAR ADAPTER ANO ELONIDA 8NLDING COMMISSION LIMIT EXTERIOR(+) LOADS TO 80.0 PSF qJO 2015 Wd5-d4 DECLARATORY STATEMENT DCAOS-OEC^219 {sheet 3 o{f0) i 0 Ago•Inleday.r .090•Inlo't .. tryGlaa knti,01. I////!l��� lI NOTE: W'Kuroroy Americo,Inc.' flY'Kurorvy America.Inc.' ��JIN GLASS CAPACITIES ON THIS SHEET ARE .075"Inlcrlmer 075•Inlerlmer I In BASED ON ASTM EI]00-09(3 SEC.GUSIS) 3/,(6" H$ Snno,CP With PF.T Con 3/16" AN Salla[P with PFf Core c AND FLORIDA BUILDING COMtlSSiON U fly'Enalman Chemlcal Co.' By'Eoalmoo Ch-kof Co.' = DECLARATORY STATEMENT OCA05-DEC-219 O^ 100' 1"I.to .too'Inlerlme' 1" S011c.HP Clear or or Gloaa 1" IIP Gear or Cobr Gmsa Q E 1 fly'FOalman Ch-;-I Co.' By'EosMan Chemical Co.' RQUAL L1TES WINDOWS O a u DESIGN LOAD CAPACITY-PSP 3/16" IIS �. X3/16"ANN C WINDOW DIMS. GLASS 7YPE'3' SS TYPE'LA'GL1SS TYPE'4'.IHSS TYPE'4A � - !Silicon. Silicone .0-o GE-1200 _ ' T GE-1200 V N '.0TH HEIGHT E%L(+)IML(-)En.(4)INr.(-)"I.(+)IM.(-)Ela.(+)INT.(-) GE-2000 GI (10 ° l� 2.• 100.0 710.0 loom 210.0 100.0 210.0 100.0 210.0 DOW-995 I DO17-995 30' 100.0 210.0 H) 210.0 1004 210.0 100.0 2104 23 Al 1/4 Point,0n Lit., �� 2 Al 1/4 Pant,0,Ulea 0 6<G 1 Glass Ta ypc "3° wider Than 36" Class Type "3A" wear Tho.J6" O a m 32• '00.0 210.0 100.0 210.0 1CO.0 210.0 100.0 210.0 -_ 36" 4g• 100.0 210.0 IOO.o 210.0 100.0 210.0 100.0 208.2 .090'Inlerloyer 090'Inl.do o, dz• ICO.0 210.0 100.0 210.0 1000 210-0 100.0 175.9 1/8" HS rsanlyGba 1/8"ANN -".1y'oo 11 2 1.1 45• 100_0 2m-0 100.0 200.0 1004 200.0 100.0 159.6 - I BY'Nurarm Americo,Inc.' Dy'Karam Amerce,Inc' 3/8" Air Space ,075'bleHayer 3/8"Air Space .o, blerbyer r� 54• 100.0 171.4 +00.0 171.4 IOaO m.0- 100.0 I39.5 I tine.CP YLIh PET Core sOlka CP IRU,PET COTe 24• 100.0 210.0 _+00.0 210.0 100.0 210.0 100,0 210.0 By'Enalman Ch,. k.l Co.' Dy'FOslman chemical Co.' ' -- 1/R" IIS I/8" ANtd� JO• 100.0 x10.0 100.0 210.0 100.0 210.0 100.0 210.0 .100'Interlayer i .100•Inlobyer ]2' 100.0 210.0 100.0 210.0 100.0 ?Iowa 100.0 200.2 - soil..IIP Gear or Cola'Gloag knee IIP clan,or eoYu Gloss 3s' b0 100.0 210.0 IaL.o vo.o IOo.o- 110.0 101..0 o..s By'twlmon enemi.w Co.' W'Loatmon en.mKa Co. x, %L CDGE SPACER XL EDGE SPACER 42' 100.0 2+0.0 1000 210.0 100.0 210.0 100.0 153.6 ST.STEEL BY'CARDMC 1/8" HS ST.STEEL 6Y'CMDINAC 1/8"ANN OL .8' 100.0 IIO.o100.0 120.0 100.0 120.0 100.0 120.0- Oft OR ,oma,,, DURASEAL BY'GUNTEX'J Silicone _ Silicone I j O Izl 5a• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 106.] OR G[-1200 DUHASEAL BY'OUANEOX, - GE 1200 OO 20-• 100.0 x10.0 100.0 210.1. 100.0 210.0 100.0 _210.0 SUPER SPACER RY'OUANEx' -GE-2000 -GE-2000 _ __ UO'N-995 SUPER SPACER BY'COMEX* OOW-995 JO• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.2 13 At 1/1 Poinla M Si- 23 Al 1/4 Poinla NI Sizes F N iZ 32 100.0 110.0 100.0 19_1.2_ 100.0 210.0 Su- 100.0 hewn Glass Type "4" Glass Type "4A" oNn }6• 72 f00.0 210.0 '00.0 198.4 100.0 210.0 100.0 160.1 EQUAL LITES WINDOWS m 42' IC0.0 ❑0.0 100.0 120.0 100.0 120.0 100.0 120.0 Width $I Z=�^ 48• 100.0 120.0 100.0 120.0 1011.0 120.0 100.0 109.5 DESIGN LOAD CAPACITY-PSP 54• 100.0 120A TOLD 120.0 100.0 120.0 90.5 90.5 WINDOW DILA. OUSE TYPE V M%S9 TYPE'3A'GLASS TYPE'4'.USS TYPE'.A' _ 24• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 190.2 'MOTH HEIGHT Etlf.(+)IM.(-)EV.(,)INT.(-)ExT.(+)IK.(-)Exr.(+)INT.(-) L' U r 30• 100.0 210,0 100.0 210.0 100.0 _210.0 100.0 152.] 19-1/B' IOOA 210.0 100.0 210.0 100.0 210.0 100.0 -71-0.0 32" '00.0 210.0 1000 210.0 100.0 110.0 100.0 14J.] 28-1/2" 26' 1004 210.0 100.0 210.0 100.0 _210_.0 100.0__210.0 i.. J6' as• 100,0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 ]7" 100.0 210.0 1004 21 D.0 100.0 210.0 100.0 210.0 P 42' '00.0 120.0 100.0 120.0 100.0 120.0 100.0 112.1 S]-1/a" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 N t O R _100.0 120.0 100.0 120.0 _100.0 1x11.0 90.9 90, 19-1/0" 100.0 210.0 100.0 210.0 100.0210.0 100.0 210.0 4 0 e_+ 54• 100.0 120.0 100.0 120.0 100.0 120.0 80.8 60.6 26-1/2'Ja-]/a- 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 W c'�R R 24" IW_0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 J7- 100.0 210.0 100.0 210.0 100.0 210.0 100.0 30" 100.0 120.0 100.0 120.0 100.0 120.0 'Na 120.0 53-1/B' 100.0 206.9 100.0 206.9 100.0 208.9 100.0 208.9 32' 100.0 120.0 100.0 120.0 100.0 120.0 100.o 118.9 19-1/9' 100,0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 f a J6' B6• 100.0 120.0 +00.0 120.0 100.0 13o.0 100.0 107.6 26-1/z• 100.0 2'a.0 1W a 210.6 100.0 _210.0 100.0 210.0 Equal Lite Window Io Z ' s0--s/e 42' too.-o _ua_o ILO., I2o.a IOO.o 120.0 90.8 _gob Jr 100.0 210.0 'oo.o000 110.0 100.0 210.0-L00 ,9J.1 4e' 100.0 120.0 _100.0 120.0 100.0 120.0 00.9 ao.9 53-1/a• 100.0 189.7 100.0 I6a.7 100.0 16e.7 100.0 171,2 All values shown are Design PSF(Pounds per Square Foot) a O$0 2#d 5C 100.0 110.0 Ioo.o Ua6 100.1. 120.0 7]0- 7}.2 19-V0-' IoO.a 210.0 10..0 210.0 100.0 no.o 100.0 210.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE 24• Ioo.a zw.o loo., no.o ILL.o 210.0 160.0 15+.2 26-V2• BT 100.0 210.0 100.0 2'0.0 1eao 210.0 100.1. 210.0 FOR SILL WITH WATERS) ADAPTER °c ^ _ 30' 100.1. 120.0 Ioo.o 120.0 100.1. 120.0 ILo.o toe.fi v' 100.0 x10.0 100.0 191.9 I0o.0 'a.o '-.a 177.6 FOR WINDOWS WITHOUT WAIERHAR ADAPTER 32' IoO.o IZ0.0 100.0 Izo.o '00.17 120.0 100.0 100.e 53-V0-' 100.0 120.0 .00.B I2o.0 ILI.L 12..0 IMO 104.5 LIMIT EXIERIOR(+) LOADS TO 80.0 PSF I 108' EnSe:JAvsp NrWD I 36' 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 t9-1/8" 100.0 210-0 100.0 210.0 100.0 210.0 100.0 210.0 CNM1 42' 100.0 120.0 1110.0 1211.0 '00.0 120.0 Sam 80.0 26-1/2' 72• 100.0 210.0 1Be. 210.0 100.0 210.0 100.0 192.9 I'NOWLT RISYLTED M, /70592 INA 120.0 100.0 112.2 100.0 120.0 72.9 72.9 3]' 100.0 210.0 100.0 196.5 100.0 210.0 100.0 156.0 al r.mpiyic9 u10s�11111Y 0 JS]6 S ItuiWalel'Nv o 2.- _lalto '"A mo.a Izo.L I00.o uL.O 100.0 uo.0 m-Ve• 101..1. Izo.a '0a.a I2o.L 101..0 110.1. 94.6 o4.e nrr.r Hol •0512.0 6 _ _ __ J �m 30- 100.0 120.0 100.0 120.0 100.0 120.0 96.4 98.4 19-1/8" 100.0 210.0 100.0 210.0 100,0 2'0.0 100.0 210.0 F:e'ulua Dam �_ ]z" 120• 100.0 120.0 Too.-o _120.0 'oa.a 120.0 BBD 95.4 26-1/2' 76. 1060 _210.0 100.0 _211._0 100.0 210.0 160.0 1e2.1 Hr.Y IU ' 0 2015 drawing ol Allam rrmtan cm ]5' 100.0 +20.0 100.0 120.0 Ic0.0 110.0 80.8 80.6 D' 100.0 210.0 IW.O 194.8 100.0 210.0 100.0 145.1 0005-041 1Co.0 120.0 100.0 114.1 101..0 120.6 70.6 70.6 53-1/6 100.0 R0.0 i00.o 1i0.o 100.0 120.0 98J 88.] �_t 3 42' L.heel JA or 10 t/8"Ann. Glass 1/B'HS Glass I u .090'tntertayer .090•tniMger i�����a� lryu'Im f.a 111 iM %urway Americo.Inc' Ry Fry'xufNuraray Americo, Z Supplementol Test Results for: /L 475 rete,rery.r .075'Inl4dayer 0 kq sans.cp win PET care -•He,CP With PET Care Air Infiltration - Water Leakage Resistance - Forced Entry p z t � Ry'Eastman ch-;..l Co.' 8y'Easim.n Chartucd Co.' lal mmnoy<r too, adays, Test Type and Method Results NP Q0i ((( -5.11. Clear or Calor Class Sae v ,NP Clevr or Cela,GI., By'Evaimvn Civ_anied tar; By'Evstmen Chemical C.,' Air Intiltrali.. fest(ASTM E283) �,p :n 1/8"Ann. Glass is 1 8-Its Glass M 1.57 as, pressure differential PASSED .044 C.F. Min j j ( / /5q FI J ` D 6.24 psf pressure differential PASSED(.075 C.F./Min/Sq Ft) (� 11yy Silicon., \U J Silicon S S C£-1200 CF.-1200 ''Mater Leokage Test(ASTM-FJ3i)` No leakage alloyaed 0 9 CE-2000 CE-2000 0 d & DOW-995 •I DOW-995 «ithout wntabar adaptor PASSED O 12.0 PSF Q' «id,walarb.,adapt., PASSED a 15.0 PSF d _'- a o. 23"t 1/4 P.iam on Lits (J Al I/4 Ibinl,on Ines -.- waer rnmf 36' - � ware,rn.n Je' Forced Entry Resismnce tact PASSED ° ,,lass Type "i" CTy�3e (ASTM F588 a Grade PD) 5/16"Na ninal Glass 5/16"NnrninnI Gloss Anneatad/An...led HSjHS UNEQUAL LITES WINDOW'S (ORiF.I,) UNEQUAL LI'9'ES 3TINDOTYS (ONIEL) DESIGN LOAD CAPACITY-PSE DESIGN LOAD CAPACITY-P8F is N WINDOW DINS. TOP VEN GIASS iTPB`I'CLAM TYPE'2' WINDOW DIMS. top VE GTASS TIPS'I'GLASS Type'2' =I Ot- <IO1N NEgNT HE!CIIT E%T.(4)INT.(-)E%T.(+)IRI.(-) WIO7H IIEIfiII HEIGHT E%"f.(+)INT.(-)ExT.(4)INT.(^) Oi"i 24" [�1-1 00.0 161.9 100.0 210.0 t9-ij8• 100.0 210.0 1000 210.0 u d JO' C0.0 1168 IC0.0 Iz0.0 Z6'I/2" p6_ 100.0 138.5 100.0 210.0 SN 32 00.0 111.9 M100.o 120.0_ 3T {MAx,) 99.3 49.7 IDOA /xa.o Jfi' {,u%.) a9• 1014 100,0_ 120.0 53'1/8' 699 699 100.0 120.0 ONMn a2' 814100.0 120.0 i9-i f8200.0 210.0 aloo 210.0 76.2 1000 120.0 20-1/Z' ICa` SA' IOOA12001002014' 68.9 10a.o 12MO 37" {u�') 87.11 113.6 100.0 120.0 24• 1Da.o 142.. loo.. 210.0 19-1�' Ica.o 210.0 loa.o zlo.a rllOnldrv9 Iselb.Flaltld lN.cOp J 34` tOD.a 102.2 100.0 120.0 26-1/2' i2a' ba' Iso 149.6 1000 120.0 rsan+ n�aFha9 Cade pGfllj.0 JY 94,9 94.9 IOpA 120.0 JT (uA%J 73.7 73.7 100.0 1204 Aaep W t5' r"��3 108` 54' __ - E, Dvla 85.9 aa.9 1009 120,0 19-1/8' 100.0 2100 100.0 21 Me 42' 75.3 {00.0 120.0 26-1/2' 120' 68` --99.5 99.5 100.0 120.0 I1v a6' 68.6 66.8 100.0 120.0 37' (MAX.) 63.1 61] 100.0 120.tl Slum'lade lYov'.� E%a����' 24• 100.0 1200 100.0 120.0 i9-1/r 120' �2. 100,0 210.0 100.0 210,0 F R J0' 90.] 90.2 1oa.o 120.0 26-1/2' (MA1L) 93.9 939 1000 120.0 VALUES FOR EXTERIOR LOADS(+)SIIOY/N ARE 4 e 3 32' 120' 60' 83.8 6ic ioa.o Izo.o 19-1/8` fM. 10.0 120.0 _140.0 120.0 FOR SILL WITH WATERBAR ADAPTER 36' p'AX.) 75.9 ]3.9_ 100.0 120.0 26-1/2' (tux.) T8 fi6.o aa.0 100.0 120.0 rOR WINDOWS WITHOUT WATERBAR ADAPTER ALS^ a2' 66.4 bis Soo.a 120.0 i9-rfa• 120. e4• 1aoA i2aA 100.0 120A LIMIT EXTERIOR(+)LOADS TO 80-0 PSF 24• too.o Tzar.. loo.0 120.o z6-1/Y (wx.) 799 79.9 loop izo,o ,NI I w• 120' 66' aL7 _et.i +ooa rzoA " 32• n.] 17.7 ioo.o rzo.o - _ e w s6' sza 17.4 iao.o i2an 24" 100.0 113.6 1000 120.0 NOTE: : o u 30' 77.1 J,,, IOOA 1,as CIA55 CAPACOIES ON IVIS 11101 ARE Q. Top Vent 120• 7Y EASED ON AST"E1300-09(3 SEC."'STS) Rt sx' 741 741 100.0 12_0,0c u4.:uvw ANu.o (Mo.) ___ _ AND FLORIDAFLDRIDA fiUILONG COMMISSION 36' bO.J 60.7 Go IZD.O DECLARATORY STATEMENT DG0.S-OEC-219 G•AL 24" IDoa 120.0 100.0 120.0 r+ N rtA.FE 70592 30" 120' 78' ]1.2 71.2 100.0 120.0 IN,tit.-1b CAN 5]e 9 g 32" PMdK-) 53.4 67,11 loop 120.0 rquN to s o0er.. Phan the Top Ll1. .3 24' tzo' 84- woA ua.D tao.o 120.0 "- drawl g no�1 3a" 'MAX.) 6s.s 66.6 1oo.a tm.o .U 33 0 Oi5 WOrJ-04 All ealuu9 shown are Design PSF(Pounds per square Foot) jUnequol Lite Windo111 [she<i44 or tD .040'IntMger 990'tntertoyrr (u S-!,Gly [S-!,GI. Es Ry K-y Amariea.Inc.' fly'Kamrq America,Inc.' }*lt\ .475'inlaia I 3/16" HS lona.CP•rnn PEI cue 3/16" AN So".ICP vin PEI c.. Z n 0Y'Eylman ChemlcOl CO.' fly'Eadmon Chonme.Co.' pp .100'W.".yer 10'WeI N �SOIIl IIP Clear or Color Gloss sof,.P3'Clear a Cob,GI... g{� �r 4 By'Eastman Cham'rca4 Co.' Ry'Emtmeo Chemical CO: .]C 04 ui U I 3/16" HS 3/16"ANN Silico{1 YP o J� CC-)200 CC ) Silirnne G[-200 k.n GE-1200 V H LL GE-2000 tI GE-2000 NOTE: DOW-995 \�, OW-995 O 0 a a 8 GiA58 CAPACITIES ON THIS SHEET ARE ]At 1/4 Paints On files Al,1/4 Pci.to an Utes BASED ON ASTM ET3GO-P9(3 SEC.GISTS) .,G)OSS (+�e x3. YtWer than 36" G)OSS Type "3A�. "YAalr Than 36• MIT a AND FLORIDA BUILDING C'AMISSION DECLARATORY STATEMENT!LAOS-DEC-219 int Ift- .090'Iaterhyer t�t'+ i/8" HS Semrlcm. 1/8x ANN Snnlgclos I4 z N rBy'k-ay America,Ina.' Oy'K-my America.Inc' ..(w t+�( Q 5 U NEQUAL LTTF.S WINDOWS (ORIEL) 318 Art Space 0.]5'lntarfuyer 318• Al, Space 975"kteriayer 4 SO(k.CP W,[n PET Com -� Soho CP Wilh ACT Core DESIGN LOAD CAPACITY-PSP 1/8" Hem. 8y'[adman Chemical Ca' i/8••AN Dy'Eoshnan Chamicol Co.' i LASS TYPE'4' LASS TPE'o0.'GLASS TYPE'4'.LASS TYPE'40. ! ,100'Inllrlge, Ino'InlerlayarT.(+)7Nt.(-)EXT.(+)INT.(-)E%T.(+)INT.(-)E%T.{+) . / Salk.HPClear Or Col.Gly. sane.Np Clar or Cola Gksav2a' W.0 24¢0500.02100100.021(10 10.0 512.0 / gy Eastmon ChemkW Ca' / DY'Eytman ChemlcW Co.' 1�XL EDGE SPACER XL EDGE SPACER/30• 00.0 1109_ 109 1To.0 100.0 1209 109 120.0 ST.STEEL BY'CARDINAL!_ - iyp 1/8HS ST.STEEL ITY'CARDWAL• _ -1/8"ANN32' 10¢0 120.0 100.0 Y24.0 100.4 5209 IW.O 118.9 OR Si1i00ne OR GE-1200 OURASFAL OY'OWNE%" Sil(Cone j O__ -" " 0URp5FAL BY'OUANE%' _ �il36" 100.0 120.0 100.0 120_0 10.0 120.0 10.0 10].8 pR GF-1200-. .-._ - GE-2000 ' C.E-70001 G�1000120.050¢0 t24.0100.0 1304 90.8 408 SUPER SPACER DY'A1MNE%'� DOW-995 SUPER SPACER BY'q/ANE%'� UOW-995100.0 1100100.0 12p.0 100.0 120.0 80.9 80.9 23 A(1/4 Painls NI Sizag2!AI 1/4 Puink NI S:zegt0¢o 120.0 t0.0 112.6 100.0 520.0 712 73.2 Gass Type "4" Glass )'ypc "4A" 24' IC0,0 2100 10pA 110.0 IIS0 21¢0 100.0 151,2 : Q�� 1 UNEQUAL LITES WINDOWS { 3p' W00 1209 t0A 120.0 f0A L- 10.0 16&8 Q (ORIEL) PRADUCCRTiY15Y0 Q 3 I ]2' 100.0 110.0 1000 120.0_ 10.0 120.0 100.0- 100.8 DESIGN LOAD CAPACITY-PSP mt"mNYis8 atm 4N1 Fluids g Z4 nui dm9 Cade 36' 108' S4' 10p.0 1109 100.0 110.0 IOOA 120.0 41.2 91.7 NIN008 DMB. Top GLASS TYS'E'0' EAS'TYPE'00.'G1SS TYPE•4'•IAS9 TYPE't0. Mavptmca No) bT4..0 w 1 42' MA1) 00 110.0 100.0 170.0 IQ0.0 110.0 60.0 60.0 WIOiN HE GNi HEIGM E%T.(+)IM.(-)EXL(+j INT(-)EXT,(+)INT,(-)EXT.(+)INI.(-} P, nDtle a UQ WD 120.0 100.0 113.2 100.0 120.0 72.9 72.9 I9-t/B' I0.0 2.0.0 140.0 2149 10.Q 2tQA 109 210.0 D} Minn' Pmib+a Gm `�"'} 24' 100.0_ 120.0 100.0 120.0 100.0 120.0 100.0 120.0 T8-1/2` P6' 48' 100.0 210.0 10.0 210,0 100.(1 210.0__100.0 14J`I WII 47{h 1 30' 1W.0 120.0_ two 1200 100.0 120.0 96,4_ 96.4 37' (MA%,} 100.0 120.0 10,0 120.0 100.0 12010 two 105.8 32' 120` 60' 100.0 Imo 100.0 t2mo 1000 120.0 88.8 me 53-1/9` ID00 120.0 100.0 114.4 100,0 120.0 J4.2 J4.2 (�•) IW.It 110.0 100.0 110.0 140.0 120.0_ 80.6 B0.6 19-I/8' 100.0 110.0 100.0 21¢0 10.0 210.0 100.0 310.0 �@ 42' 10.0 110.0 ?W.0 114.1 E. 1200 74.6 70.6 18-i/z` iG8• 54' 100.0 720.0 100.0 120.0 /0.b 120.0_ two 1200 Top Ven{ 11-2 R00.0 120,0 10.0 120.0 100.0 120.0 100.0 t20A 37' ' IOOA 120.0 IWA 120,0 100.0 /209 889 88.8 30- 120' 66" TWA 120.0 100.4 120.0 10.4 530.0 H6.8 86.8 t9-t/8' 5009 210.0 50.0 204.2 10.0 210.0 100.0 2109 f. 2 Ill a d Y SZ' (MA%.) 100.0 110.0 IW.O 120.0 two 120.0 82.6 62.6 26^I/2' 110' 60' 10.0 130.0 10.0 1200 104.0 1.120.0 1000 113.4 35' IWA 1209 IWA 120.4 IO¢0 120.0 71.6 74.6 3]' (MAX') PONT 124.0 10.0 120.0 1000 120.0 76.3 78.3 N 14' IW.O 120,0 _100.0 A- - IW.0 120,0 100.0 120,0 19-1/8' 10.0 210.0 10.0 2109 1W.0 1109 100.0 2109 This Lite mull be _ ]0' IWA 120-0 100.0 100.0 120.0 81.4 St.g 26-t/2` 124' 66' 10`0 120.0 10.0 120.0 50,0 12" 100.0 10&7 tquol!Q 420' 72` _. _ ____ __. ._ _ thhe TOP Ute32` {MAX) 100.0 120.p 100.tl IOTA 120.0 ]4.5 11.5 3J' (MNL) 100.0 120.0 1W.p 120.0 100.0 120.0 69.8 69.8 a'g n 35• 10.0 1200 100 10.0 t15.2 64.0 64.0 !9-If8' 420• ]2- two 2EeO IE04 210.0 1009 1109 200.0 210.4 Q{u o u w 24" tW.O 120.0 100.0 120.0 1W.0 120.0 1000 12.A 26-1/2' (MAX,) 400.0 120.0 IOOA 120.0 10.0 120.0 99.8 99.8 Unequal Llte Window t (- JIE" 120' 79" IDD.D 110.0 10.0_ 1200. Ip¢p 120-0 53.8 15.6 14-518' 120• IW.O 2109 100.0 110.0 IW.O 2I¢O 1006 201.3 32" (M'ix') 100.0 120.0 10.d 120.9 10.0 110.0 6J.6 6J,6 26-1/2' (NA%.) 10.0 1TO.b 10.0 1309 1009 I2D.0 93] 93.3 E"�'':AVIA'4'l °� CNR 24' 120• $, 100.0 110.0 10.0 1200 1000 120.0 100.0 120,0 19-1/8' 120• $4' 1W.4 210.0 10.0 110.0 100 21¢Q 10.0 16].5 fU.PM It 77. 2 t ]0' TNA%.) 10.0 120.0 IW.O tTtl.O 100.0 110.0 ]Oa 70.7 26-i/z" (NA%.} 10.0 124.0 10.0 110.0 IW.O 120.0 94.6 64.9 U IVI S All-I...shown Ire Design PSF(Pounds Per Sq-Fool) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE d FOR SILL WITH 1'dA(EHHAR ADAPTER .IUI. 0 ZQiS W05-04 FOR MNOOWS WITHOUT VIATERBAR ADAPTER ,_Y_j LIMIT F_XTERIOR(+)LOADS TO BOO PSF 4 sheet 4A of 1 O 0 POHIANT NOTE: 0 k IM Inst01101ion TypC "A'� wood Bucks must sustain H u5 n w/ t .4 BzKelee P3.wood Beck loods imposed by glazing a system and transfer 02 I U-1,bed in structure.them tthe building TYPICAL ANCHORS: sEE ELEV.FoR wAcox; X o aealnnt (typ) " f/4'DU. ULTRACON BY'ELCO•(FV=17)KSI,Fy=In KSQ 0 _ 1/4"DIA. HILTI KWIK-CON II(F—W K ,ry=137 KvO 1 • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ) 0 d I/4' Dio. _ _ ; 1-1/2"NJIN.PENETRATION INTO WOOD 0 Flat Head Hm� Szalonl� -- Q3g FI Ultracon Or ((yp) E THRU 1BY BUCKS INTO CONC.OR MASONRY Kwik-con '- ll - 1-I/4"MIN. EMBED INTO CONC.OR MASONRY > (or equal) 1111 m DIRECTLY INTO CONCRETE OR FILLED BLOCKS Q :7 F p (H) E 1-3/4"!AIN. EMBED INTO CONCRETE OR FILLED BLOCK ' 1/4"DIA.TEKS OR SELF DRILLING SCREWS(GRADE 5 CFS) c INTO MIAMI-OADE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') INH)METAL STRUCTURES STEEL: 12 GA. MIN. (Fy-36 HSI MIN.) 0 ti • ALUMINUM : 1/8'THK.MIN.(6063-T5 MIN.) 0 3 1/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w o N • `� r �, TYPICAL EDGE DISTANCE x N o nT T ii INTO CONCRETE AND MASONRY 2-1/2'MIN. Hn t1 � INTO WOOD STRUCTURE I"MIN. O� n INTO METAL STRUCTURE=3/4"MIN. I., 0 3 a' 2 �7/4- I WOOD AT HEAD,SILL OR JAMBS SG-0.55 WN. �'o (- ---{ CONCRETE AT HEAD,SILL OR JAMBS Pc-J000 PSI MIN. C-90 FILLED BLOCK AT JAMBS V.-2000 PSI MIN. U F v 1 14 Reveled P.T. Wood Huck (typ.) L _Ll 4 G6 n. Values for Installation Type 'A" apply to the following installation types, with t moximum shim space 1/4": '.a5 t-- Using iby P.T. wood bucks, min. 3/4" thick, !v d m4 BS _ Optional 2- Directly into masonry, without the use of wood bucks. `I Sealant- Non-bevoled Wood Buck O u (dotted) 3- Directly into o steel or aluminum structure s 81 y •� _ Min. 1/8" thick and using #14 Tcks or Self drilling screws. o g Structure must be designed by others to sustuin the loads imposed by the window. . .. 1 Epr.:AVM NN.1D •.� yx -_. > • 14t011UCf RRVISED G' c 1 II` ply',,with be Fkdh nA PC )0592 I Yn - • • IIviM. Cada N]S]!1 L TIII`-- ncaplae Na 15'0512.0 g� �J 8 s tires°" 21 u. 2015 'avowing ao.l Mian Da�vJwal wand opconol Pre-Gast sal 1W05-04� ;sheet 5 of 1O) Fn;ldl,olr�onTye "B" Installotion Type "C'71ood Buck based a woad penetration only O 6 °� [sing 1 x 4 or 2 x 4 wood bucks lGyYr Ouch bed in r+� Buck bed in d'0 :eolonl(lyp) . sealant (lyp) .._�• "``°,• 0 c N 1/4" Dia. tint Head j - I --- Sealant— Ultracon/Kwik-Cori _ _ 1/4" Dia. hist Head (typ) (ur Equal) Sealants Teks Or 1-1/T Min. Wood Embed (typ) —�` E Fast Dio. Ultracon/Kwik-pan O a E� Fasteners tT �,11I E r ---� L�� � E SS v --1 x 4 & 2 x 4 P.T. Wood Buck(lyp) Ota R ' 3 1/?- __ =\- -, See Installation w 8 ___i I- rain. i^ Types "A„ � ..B•. i•I _ for 1 x 4 h 2 x 4 ;� AI_N \` P.T. Wood Buck Styles to O 3 n n IMPORTANT NOTE: �n Z_z�� Wood Bucks must sustain �' o •" 2 3/4' °\\ lands imposed by glazing lv1 • system and transfer U-M C \ them to the building �_---� " - 2 x 4 Beveled PJ. structure. Joud Buck (lyp.) 1 Cl.] & JT Wood I JB & JT vWIDUCT GVIS111 Fts141 I nuiWiap Cale .��i�9No15.0512.0 (I 1 1/2 i•Min. 1'• arae o C tl ,2 Optional Total Wood n vrmuu. N ;8 Sealant Non-beveled penetration fn Wood Buck /IL — (doltctl) OptionalNon-beveled U^ S Wood[luck °'ML I q 1 (dolled) rnry.:hvQ NIW1a 1 it Tf l - PE/]ae93 I rJ • • .1 R15 er veiny W05-04 Optional Pre-Cost Sal ( 1 - �hael 6 0110 - - ANCIt0i2s hNC8085 USI621 LOAD CAPACITY-PSF LESION LAAO CAPACITY-PSP SIA 7?OTE FAM"SM i[O}E PAIffRB .8028 PAT7ERti STD.HOT[PATRAN WINDOW DIALS. NNICHORS T/0 AD9L ANCIIOB TtTli 4001.AN10I00. HIND027 DIMS. ANCHORS T/0 A951-ANL11011 TO AWL ANCI7p0. MOTH vvcM AT. a m.(+)&WT.(-)EXT.(+)&INT.(-) wtOM NeiCM AT.IAMB Ela.(4)&IM.(-)EXT.(+)& 24' _ 210.0 2104 19-1/8' 2104 2104 30' MA 2t0.0 28-i/2' 26' 4 2504 LIO L-L4 g �s 32 210.0 210A _ ]7• 2104 210.0 36' ` 210.0 210.0 33-1/8' 210.0 210.0 a 2 4• _<01.E 2104 19-1/a` x104 2104 V' 48• L75.7 210.0 26-1/r -318` 4 _210.0 210.0 0 G � SL• 147.2 - 206.4 M. 210.0 210.0 a j.�0 g 24' 270.0 210.0 176.9 210.0 (�.3 a a oar- JO• 143.7 310.4 59-1/8• 210.0 2104 ry N 32' 185.5 T 210.0 28-1/2 4 ---Too- ' -SJe' 4 210.0 215..0 �¢1 W^ 60, 170.9 210.0 _ 37' 145.8 -210i- 35* 42• _152.9_ 4912 53-I/a' 145.8 198.7 q+ 48' 1J8.4IT3.0 t9-iJ8• 210.0 210.0 54' 1283 157.9 26-1/2' 63, 4 t4&4 _ __210.0 24• 250.0 210.0 _ 37• 15}.4 t96.7 JO• 2104 210.0 53-1/a• 120.5 1503 32' 210.0 2104 74-i Je' 211.0 210.0 JB' 01.9 210.0 72' 6 2 28-I/2' 72' 6 210.0 210.0 (/} 42• 781.6 210.0 37• 19&1 210.0 48• 145.3 1924 53-1/8` 120.6 178.7 x O W 55.' 1 1-� 117.2 175.7 19-1/8' _210.0 210.0 I{ 25.' 210.0 _x10.0 26-1/2• 210.5. 30' 199.5 x15.0 sr 76 6 184.5. rao LOADS APPLY TO INSTALLATION TYPES 32• 185..3 zwA 5 3 -1/8' naz 196.9 A. B & C AND INTO ALUMINUM BUCKS o�Ini 3s• ea' s 5.r _167,1 17tFOR ALUMINUM BUCK INSTALLATION SEE n zzti 145.2 r732 3A I 133.4 SHEETS 9 AND 10. 4B` � _�57e 5<' 111.2 145.3 24' 19.6 210.0 %Tdlh ]Z' 36• 48• 6 134.} IBSA 42• _ INS 145.J _ _ Instaitnilwr ,�, �M 4 Screws 49' Ii3S 132.4 { 55.' - 7222 tI Adel,Anchq L-ti+L,e 24• 2104 215..0 E AI W1g.Stile Ends 30• 187.5 210.0 rv! // At Cnnrt For Copnciiy 7�'gg 33- 32• 108` a -T77.7 199.9 - O •' '' / .`�S 9 4 36• 181.4 185.8 42' _- 143.1 _ - 181.0 48• 729.7 W 141.9 E o =E 24' zol vo.0 b as 35.' 15&0 186.8 32' 120' 6 _i157.2 176.8 6' - 3 142.4 7602 -N,AA'.9A 41+1+4 }p2IX7UC7'R6YLSPD S 1 .z• 'Iz58- 1415 [C61 Standard Hoia Palfern 'T'L m4 py;ms de ElorW. --. nA PE 170692 n,Wi CIAb a GAN.J539 nt'a.�NniS•(}5Y.t•O'f s k e 17.m ;tU 4,I8 / By Mum sYeF.40 (drawing no. G Refer to meets 5 k 6 of 10 far e}escr;ption at inRa;tat;on 1705.9 A- B - G TWOS-04 (sheet 7 at1Q7 Vertical Mullion Performonce Horizontal Mullion Perforrnonce Vol + W2 For Window Performance, refer to sheets 3 or h 54' (4y Tributary Width = P For Window Performance, refer to sheets 3 or 4 21, qq "11 W2 W1 _ W2 Im1.11ou-Screws -H14 x I"Fit J' s 8"ma 3" X11 (--,^J--.:I 0 9 -y (lypy I I-7 t-�3„ I Senlanl leks Or Self Drilling Screws �, O -H 911 A. c .. MV I I I J u .. �X wmre E Sealant (lYP) LI - LLiHso UM �� 4 AhAliple Opening M.ItipleOpening (2 0.r more windows) (]or more winnows) 1"x 4" z 1/8'lhk.Aluminum E w/ 1 screw an each side of mullion / or 3 screws on each%;de a( mullion Tube)Aullion (unclipped al ends) :;lpndord Installalinn High Lead Installation (:.full length Wdw Vfialh - 1") 1 (• additional holes to be drilled by installer) --l- N u;0r R AluminUlrl u GN CAPACITY-PV S CAPACITY-PSY 1 D. Y A AC'1 -YS OO R Tuhe Mullion (unclipped al ends)�7 Ol A. 0 two A C 0 T11NYE ANCHORS UH ANCIIOX DHS TIIXFC AXDIID U.NE ANCHOX Teo ANCHOW9 WINCE A. Ic9 Y- (Dull length = Wdw Height - I' I WINDOW DIMS. iICll SIDE U.1 ME .ACU SIDE WINDOW DINS. FACII SIDE EACH SIDE EACH MOE WINDS M DINS. FACII SIOC FACN SIDE P.ACII 510E N �N , /)I .NM Uncar E1R.(.)8-(-)-.(.).Ila.(-)M.f.)h wT.(-) wlpWl m- [0.(.)&IN3.(-)'t.).M-)-4+)6r 2+' 1:0.0 _ 2100 210.0 2+' 644 1248 _ 140_] s]-1!e• 26' 210.0 x100 210.0 14 3/4"FH 'I" HOA 50' SJ.] 1086] � 19-I/B' 21U 21na 210.0 ]2• 121.8 2100- ---x10.0 Jz' S0.e 101.z 10x.6 - z8-I/1' 19446 2!060 210.5 reks Or Sel(Drilling Screws 4e• -- s6' - - - ]e-]/e' ___ Z 2 �, 125.0 2100 - ]6' y.2 923 969 ]Y 17&2 210.0 z1a0 ---- ------- ------- ---- - - 3 , 42• 111.0 2 . 210.0 42' +1.1 eTA M9 9-1/e• I2eA 210.0 210.0 2f 0.v -- 2,oD .e• ns n.0. ]6.1 19-1/6• rzs.o 21no 210.5 paj o g �r I 111 s•' Ilu x10.0 x100 se ]s 69s 690 2e-1/2- s/a' z'Sa 210.0 U \\ 24' 1123 2150 210.0 24• 56J 9e.] _ 0.e] ]Y _I(91 na0 nao � 30• 5&0 192.0 210.0 ]0' 16.5 293 TRA s]-1/.• 101.1 212 210.0 -- --- --- 12&5 2100 210.0 ]x' Sao 184.1 210-0 ]2• IDB' 41.0 ]4.9 ]l9 19-1/6' 36' 612 _ _ OIA 2150 3 6' .4. 6x.2 622 26-1/2' 989 t9&B 2ta.0 p .:• 7861 1s6i-- -- 2155 _ .z• ]s� ses sas ]r °J xe.]_ 157. x15 + 0 3 !e' 2s.0 150.0 210.0 4e• IJ2.1 52.2 52.2 S]-I/e' 6x0 UJ.B zoos c s K s4• x2.2 Lss0-. u• soe T1.4 n.1 19-1/e• loss x100 z,oAo�zC 900 1- - ,v 0..l 5166 52.6 2e-V2• x1• alz__ _- ""a7568 181.8o.o__ Jx• Ito• JBA 51.2 s.1 ]2' BSA 1]J.9 I9e.4 g'4 ?]2' x21 144.60.0 ]6' ]516.5S].] 1x7.4)S1!]90.0 I1' ]1.2 6x.2 _--42.2 19-I/6' 1020 20+.0 210.0 J(IYP) MV 111.0 lets- 2e-I/2' ls• ]x60 Ise.a _ 5060 le' 56_3 1125_ 158.8 ]x• 60.9 1x19 1e27 51• -115 -- 105] Ifi0.0 S]-I/e• 19.] OB.T 1y.0 0 - 21' 25.0 ]0• 61_6_ 1212 1723_ 1 32' 59.8 119.1 162.9 a ]e' 84• 51.5 109.1 111.1 Cnpr.JAfMAX1MD IRWUCr UEVISLD (� 4Y 49.0 _98.0 tx9.) M x0592 mAmplYingwilD Ue florid. DIIiKne 44'ak .a• sao -in.4 ° ]sx nssxwwwe zml5•t0312.07 S _ 44.1 e4.2 w1. exvir•1roa m14 tl20 ` - Y11wli ProJu4ll:m rdrawi g t1 ; e 2 A 1 j wo5-o4 (Sh4t.8 of 10; PERFORMANCE VAI.UfiR f'1:Nt'OHNANCE VALUES AI-VMINUM 8_VCK PRAMING DETAIL OF ALUMINUM NOF ALUMINUM INSTALLATIONANCHORS INSTALLATION ANCHORS REFER TO SHEES 3IMU 9 FOR WNDR CAPACM0 M.()s R.(-) USE UMUI APPUCBE VALus. �l\\ ANCHOR SPACING ANCHOR SPA No ANCHOR SPACING ANUIGR SPA[IHIi ANCHOR SPACING ANCHOR SPACING Z ^ 3 BINDOO DIPS. INTO CONC. INTO IIOILIW RID INTO WOOD WINDOW DINS. IN70 CONC. INTO HOLLOW BIOC INTO WOOD F V I' WDTH Haan 18'O.C. 0'O.C. I/"O.C..a'O.C. 10"O.C. a-O.C. WIDTH FTIGHT 18'O.C. O.O.C. IB•O.C. B•O.C. 10.O.C. 0"O.C.. 1 /\ Q 2 ,� 1 24' 310.0 210.0 1)8.7 _210.0 210.0 210.0 19-1/8" 210.0_ 210.0 210.0 210.0 210.0 210.0 ,. I mP 9 lu .70' 210.0 210.0 _1_59.9 210.0 210.0 210.0 26-1/2" 36" 210.0 210.0_ 210.0 210.0 210.0 210.0 a C ]2" 210.0 210.0 150.4 -210.0 210.0 210.0 1Y _210.0 (_210.0 105.4 210.0 210D 210.0 +�-' 'I �0 3 6' 40' 210.0 210.0 1429 ZIO.D 210.0 210.0 53-1/8' 210.0 210.0 140.0 210.0 198.0 210.0 ' ` _ -__ n 12' 705.7 210.0 131.] ZOa_2_ 1]&] 210.0 19-1/0' 210.0 210.0 _210.0 210.0_ 210.0 _210.0 0.0' 209.7 210.0 131.3 201.0 180.0__310.0 2fi-1/2• J0-3/1' 210.0 710.0 1719 210.0 210_0 210.0 Sa' 768.0 210.0 1073 107.6 144.0 210.0 37' 210.0 210.0 1, 210.0 210.0_ 310.0 - -U 6<p•. 24' 210.0 210.0 174.0 210.0 2100_ 210.0 5}I/8" 1810 210.0 1181 207.1 159.2 210.0 h 0.00 F JO' IS 1793 310.0 1117 200.1 210.4 _210.0 19-1/B' 210.0 210.0 198.6 210.0 210.0 _210.0 7 Q a 32" 171.8 210.0 109.6 191.9 2100 _210.0 20-1/3" 310.0 210.0 1519 210.0 210.0 210.0 IL Z _ 50-5/8" uP1t E 30' 60' 160.0 310.0 102.1 170.7 210.0 310.0_ 37' 20.73 210.0 129.9 194-0 210.4 210.0 �� t_ a W ry F.2 42' 147.710.0 94.2 160.,9 176.3 210.0 5}VB' 171.8 210.0 109.8 -507 147.3 210.0 48' taO.O _210.0 89.3 150.3 180.0 210.D 19-1/0" 210.0 , TIMO 188.8 2104 210.0 210.0' - -� 5Y 135.8 210.0 88.6 151.6 1122 210.0 26-1/Y �• 210.0 210.0 146.4 2111.0 210.0 210.0 24' 210.0 _310.0 IJ4.0 210.0 210.0 210.0 ]7' 183.] 210.0 117.2 1079 210.0 210.0 "I r 30" 1]B.B 210.0 _1122 20].1 2100 2!0.0 53-1/8' 156.2 210.0 99.] 159.4 146.9 ZI0.0 /19 SYS j14 SNS 3 o 32" 168.8 _210.0 10),] 193.8 210.4 210.0 19-1/0' 210.0 210.0 161.5 210.0 210.0 310.0 AT 6•TROY ENDS AT 0'FROM ENDS�t 3 38' 72' 155.6 210.0 99.7 _178.7 210.4 210.0 215-1/2' ]3• 19{,Z 210.0 127.9TIO.II 210.0 210.0 ANO 24'O.C.YA%. .WD 21.O.C. 11-- 42' 141.2 210.0 90.1 1622 176.] 210.0- SY 152.0 _210.0 97.5 IT53__210.0 210.0 i w .^.. 48' IJt.] 210.0 13.1 190.4 180.0 210.0 53-I/0' 125.7 it0.0 ]9.9 IN.9 146.9 310.0 u O 54' 121.4 TI0.0 79.4 142.9 1422 210.0 t7-1/e" _210.0 210.0 151.9__210.0 210.0 310.4 ((IIII 21' 210D 210.0 "'.0 210.0 210.0 210.0 26-1/Y ]6' 1819 310.0 118.0 2089 -210.4 210.0 1_J y0• ps.J TIQO 111.9 I1B.4 210.0 210.0 37" 142.1 310.0 90.7 I 167] 2111 210.0 32' 166.8 210.0 106.4 1]].1 210.0 210.0 93-1/8' 115.1 20TH 73.5 1322 148.9 2f OA 3 r �3 r[� Uu ❑O}•'1 q' J6' 84' 152.] 710.0 9].5 162.4 210.0 210.0 - ^Iv, 1 N \, 42" 13].1 210.0 BT3 IaS._9 178.3 _210.0 _O- 48' 128.0 210.0 80.4 131.0 IW0.0 21¢0 �\ 54' 11]9 196.5 712 125.{ 141.2 210.0 �J�- T \I L)2. 2{' 2100 4 210.0 I]{.0 210.0 210.0_ 310.0 __ JD' 174.3 1 210.0 1113 190.6 _210.4 210.0 - VVL 32" 1ssA 210.0 105.5 IB0.9 310.0 210.0 (-� •. .• -I, - 1 CONCRETE-3000 PSI II' WOOD BUCK 1 36' 96' 190.8 110.0 952 161.9 210.0 210.0 I G [SLOCK 1924 P9 1/1 DIA VL7K-CON OF OR WOOD STRUCNRES Y 0.2• 134.0. ]t¢0 95.8 11).0 176A 210.0 `51115 CAN.4150 BE USED 40" 122.5 210.0 78.2 13{.0 150.0 210.0 WITH OPHONAL WATERBAR 4uAI/4'OtA KWK-CQY I-3//"NW.EMBED INi0 Ig •a' 113.6 190..6 72.5 124.3 1422 210.0 __ 2 1/2",AN 1 CONO.OR FILLED OLOCN II 1/4•DIA ULTRACON OR ti Z YS 24' 187.1 210.0 117.3 210.0 210.0 210.0 \\ --� EDGEEDGE IXST. AT 6'fROY ENDS AND I 1@I._-1 1/4'DI KWIN-CON II T. IB'OR N.O.C.AWI. 1-1 2"MW.EMBED }p' _151.7 II0.0 96.8 179.8 2100 110.0 SEE CHART FOR GPACIIY p7 6'FROM ENDS AND 4 e 32' 1439 710.0 91.8 170.1 210.0 21MO 16'OR 8"O.C.MAX 36 100" Il0.7 IID.O 83.1 154.8 210.0 210.0 TYPICAL INSTALLATION OEfAII. SEE CHART FOR CAPACOY 42' _ 159 210.07137.3_ 176.3 210.0 ON ALL FOUR SIDESf USING ALUMINUM BUCK SYSTEM 8127 48' 1105.0 195.0 -67.0 124.4 110.0 210.0 21' 106.7 210.0 119.1 210.0 210.0 210.0 u 30• 153.6 210.0 98.0 113.0 _270.0 2�.20 4,253--- 815 ]2' 120' Ia5.4 110.0 92.8 I)J.9 _210.0 1.270- .625(- 908- a _ .065 '2 210.0 81.1 157.6 IIOA nC65ID,9n..4ApAx WD PHODUCTRBVISED116.4 210.0 71.31]92 1]83 I mram01r+W9O�lIe Elo7id. S , '''125 7 cwiN a5ie 19-0 512.0 k' .500 d y k I I_ .1257 �3 Fapimlim LNIP 2D 1 S ( I 7 F-.90J N1 ProGKt rdrOwinq 0. ALUMINUM BUCK OPTIONAL COVERaur015 0 5067-T6 6063-TO (Wh9el 9 OI 10 VERpORUANCE VALUES PERFORMANCE VALUES 1 OF ALUVINUM BUCK OF ALUMINUM BUCK INSTAW]10N ANCHORS INSTALLAIFON ANCHORS 41.KOO6 0149. AKCv099 L1T0 mm,918Ce ANCROD To CONC. .ANCHORS 1X10 1100➢ e1ND0e 0194 LVCIIOIB IN10 N01]Ol 010CK lNC.".I l0[DNC. AKIN."UQO 11000 T. n 3 CHASTCR CWY)LR CWSOM CLUS9p.A CI.STIR II.-CIANTFR IL.S=1 Ctu-CL nERIclw] L1US]ER CLIISTIR CLUS7LP ClUnFRICLURTER CLUSTER CI.V 4R CLU9'fp.A CU-S..CLU3TLTIICWSILR CLUST>.I.CWSTER Q i' 2J 1-0104 N[IOM O7 2 OF 4 OF A OF a OP 2 Op 1 OPO OP 6 or 2 OF 1 nv a OF P WOM NEIGIR OP 2 OP A DP 9 OP 0 OP 2 I 0 1 JP B 09 9 O1 2 i Ov 4 Or.8 OP B I.1 W 0J G 14' 693 I]4] 210.0 210.0_ 140 210.0 210.0 210.0 120.0 210.0 21 D.0 210_0 19-I/5' 210-0 210➢ 210.0 310.0 210.0 210.0 210.0_ 210_.0 210-0 210-0 310.0 310➢ Q F M I 30' 140 155.9 210.0 21MO 122.1 210.0 210.0 210.0 104.7 209.5 210.0 210.0 26-1/1' 26' 210A 2160 210.0 210.0 210.0 I 210.0 210.0 21x0 210.0 210.0 210.0 2ISO Q O o 3Y 75.{ 1506 210.6 2160 116.1 210.0 210.0 210.0 1013 20x.5 21x0 210.0 37' 2100 21MO 210.0 210.0 210.0 x10.0 110.0 210.0 210.0 210.0 210.0 2100 d �u ]6" b" 71.5 1139 210.0 210.0 115.0 _210.0 _2_10.0 _210.0 90.0_ HOLO x100 210.0 53-1/0• 210.0 210.0 2100 210.0 210.0 210.0 21x0 210.0 21MO 2100 210.0 2100 42' _641 1]41 20-0.2 210_0 108.1 2100 210-0 210.0 91.1 182.9 310.0 210.0 Ip-I/6' 110.1 ZIOA. 110.0 210.0 21MO 210.0 210➢ 21MO 1882 210➢ 2160 TIO➢ Q U n w 45' 51.0 INA m1.D 210.0 "" 210.0 x160 310.0 WA HKLO 210.0_ 210.0 m-t/3' p6_]/6• 115.9 12100 1210-0 210-0 IBT.7 210.0 _210.0 21MG 1547 21MO 210.0 210.0 a O � 54' 67.0 131.0 301.0 210.0 110.1.0 210➢ ZI0.0 210.0 W. 180.0 210-0 2100 3)' 105.0 2099 210.0 2100 164.5 x10.0 210.0 210.0 111-0 _210.0 _110.0 _210.0 Q�<2 24" 6x0 131.0 P2.0 210.0 105.0 210-0 210-0 21" 90.0 100.0 21W 210.0 53-1/6' 104.8' 2M.6 210.0 2104 1-3 210.0 710.0 121.0 1- 210.0 210.0 21MO 20' S).2 114.7 1713 219.0 BOX � 1".2 210.0 210.0 ]6_B ISJ.6 210.0 _210_0 19-I/8' _95.]_ 196.6 210.0 210.0 _154.0 _310.0 _210.0 210.0 IJ2A _110.0 310.0 SIO. K 32' Sod 109.8 164.9 219.0 0.1.8 171.8 1 210.0 210.0 73.0 141.7 210.0 210.0 Ze-I/Z' S0_5/4, )),9 1539 310.0 210.0 122.1 210.0 210.0 210.0 101.7 109.1_ 210.0_ 210.0_ LL Fq ]6" 60' 51.0 102.1 157.1 44.2 80.0 IND 210.0 210-0 cats-_1]1.1 _205] 210.0_ 37' _64.9 tm_9_ 1949 ItOA- _101.8 207.5 _210.0 _210.0 872 _1113 _210-0 210.0 1t0� C' 1845 --b* _I4).]_ 210.0 210.0 N3 1246 1 IB9.9 110.0 53-1/8' 60.2 1205 100) 21MO 940 Ime 310.0 21100 MIT 181.5 210.0 2104 J 0 ry b' 44.) tl93 136.0 1)0.1 100 140-0 210-0 1 210.0 00.0 11m.0 180.0 310.0 19-1/9' )5.5 171-0 210-0 210.0 _110.1 210-0 210.0 210.0 101.4 1029 210.0 210.0 5A' J4l ae.e 129.9 173.3 67.9 135A 1 203.6 l 210.0 342 ' 1144 114.5 210.0 38-11/2' �• 545 11>.1 1 173.8 210.0 91.7 1675 E10.0 210-0 )e.e IS).] 210.0 210.0 ----i 24' 5].6 191_2 160. 210.0 BA.O 1640 310.0 2100 T2A 144.0 21" 210.0 ]Y 18.9 916 140.8 161.5 173 1149 310.➢ 630 IZ5.9 166.9 x10.0 3 30' 45.1 903 IJl.a 0. 1.7 1415 210-0 210.0 10.6 131_7 161.9 210.0 53-1/8' ]9S 79.7 119.5 1 1595 62_1• 1310 210.0 S].6 101.1 160.] x'..JY 4].1 !61 129.211]23 6].5 1750 m3S 2100 5).9 115."! I)1B ZI0.0 19-1/8' 644 Im3 193.9 210.0 1013 2024 210.0 tSA 1m.7 _210.0__210.0 10 J6" 72' 793 79.4 119.1 1584 62.2 124.4 1847 1 210.0 537 108.7 160.0 x10.0 20-1/2' 11• 49.0 99.2 148.7 190.3 )1.7 155.4!210.0 1110.0 66. 1712 199.8 210.0 3 Of 42' ]6.D 72.1 1041 144.1 561, 1129 169.4 _210.0 AS.1 98. 115.2 _193.6 3Y 39.0 _740_ 117.0_ _156.0 61.1 IZ2.1 IBJ.] 210.0 _32.{ 101.8 151.1 1093 cc55 N n 87.0 100.5 134.0 525 I05D 15].5 210.0 040 90.0 1.15.0 180.0 5]-1/0' 32.0 64.0 9411 12]9 50.1 1002 150.3 200.4 43D 95.9 1249 I, 1714 j!�O�j 34' 71.8 015 93.7 12].1 194 99.6 119.] 1199.1 13.7 0.S3 120.0 170.7 18-1/0' 6D.) 131.5 183.2 210.0 _912 190,4 _110.0 ZIOA _01.8 _161.2 210_.0 12100 u 14' 40..7 _893__134.0 11)4] 100 110.0 210.0 210.0 600 Im.O 190.0 210.0 78-1/2' >6• 46A 928 1392 141.7 72.7 115.5 210.0 240.0 623 121.7 181.0 210.0 F- 30' ]i.3 ]43 1111.9 119.1 564 1169 175.3 2104 50.1 100.2 1503 200.] Jl' 363 72.8__1066 Ia5.1 548 113.7 _17MO Z10A 461 91.5 1411 191.8 N S ]2" 355 10.9 IOBA 111.9 _58.6 IIl_2__1648 _210.0 47.8 142.9 190.6 4]-1/8' 29.4 58.5 841 II>.6 66.1 92.1 IJ02 1612 393 I "A 1144 157.9 ]6" 81' 1" 65.0 91.5 -1299 509 1 101.8 132) 20.1.6 11 673 130.9 1113 42' 29.2 UL, 87.5 116.) 417 1 91.4 177.1__I6L9 392 741 117.6 IM7 (3� w 16' 246__53.6_' 80.4 1 107`2 _420 B4A_ 130.0 1660 l6A >7A 1040 1-04.0 / e Z Z4 0 31' 25.1 502 )12 100.7 ]93 )46 117.9 ISl.2 317 67.4 101.1 131.7 I 12 PAE PUNCHED MCHOR HOLES +�O 24- ]83 76.6 114.9 153.1 60.0 1 1202 180.0 310,0 51.4 103.9 154.3 205.7 Y T1Pi J _ I /RILED ROLES I _O g 30' ]I.B 415 : 993 121.1 19.8 98.8 1193 1951 411.7 653 128-0 1]0.) SPACWG 1 OPM1IEO W EIEIO Illq uu 11" 30.1 510 906 120.6 422 914 141.1 169-0 105 61.0 111.5 167.0 _I -- m' 96' 37.5 !40 6x5 109.9 111 882 Im.2 1753 70.9 73.6 IIO.B 14].) 42' 24.5 190 )3.3 960^ 311.1 ]6_B 115.2 1518 32.8 63.6 94] 48' x27 41_) 67.0 69.7 35.0 700 10.1.0 IIOD m.0 600 90.0 1 120-0 - M, 54' m.7 11.1 62.1 8x.9 325 649 97.4 Im9 27.6 53.) 615 IIID SCREWS W CLUSTER 24' 715 8).0 _1003_ _131.0 _521 105-0 _1157.! 210.0 _43.0 W. 1340 160.0 1X4 4UWON 0 7 30' Z)-7 553 67.0 It0.] 11].1 B5.) 170.1 1]14 372 743---111.5 116.6 SEE SHf B OF I I !1 jr _261__52.4__]4] _101.9 11.1_ _83.2 121] I6a3 ]5.2 70.1 ICF.] 11x9 a� 108" 2]6 I 49.8 )1.5 953 713 71.] 112.0 1493 J2-0 BAA 960 1240 H ----'- LL1Y 11.1 422 63.1 86.5 JJ.I99.7137-0 mA 56.] ei1 113.516" 19.1 ]83 57.1 )6.6 30.0 1 600 90.0 110.0 25.7 51.4 17.1 102.8 M I N' 893 119.1 16) 93.3 110-0 1 186.1 40.0 BOD 120.0 160.0]O' 21.5 180 ]15 96.0 361 76.5 1142 ISl.6 32.0 6508.7 2721 `t_f^ --J2' 136 12 37.2 164 Ifi9,6 925 ]63 'R.7IpT.O 1144 31.2 633 B]3 124.8 61.165.9 968 IJI.B 262 363 612 111.9 ---x" 16.6 37.1 55.7 1 913 IIBA 24.9 19.9 74.8 99.7 - ANCHORS MIN. EDGE GIST.= 2-I/2 IN. a'rlrANC[iORS AT Fngr.JAYID AR+YD II /7( LT_'_ _ crfy �RIX7IWT REVISED ,SII AI,U p11NL1MHU(_)L F'RAM1N(: W- W 4L2,015 me o(AT MULLION IiNDS) (SEECLUSTER RT T,4, )OR B ANCHORS/ASCE ORS AS PE SH ALL OTHER BUCK11. DAk8HUMORS AS PER INEET 9. )l FOR WINDOW ANCHORING TO (CLYSTER OF B BEWG SHOWN) ur0.66P1oAr!ALUMINUM BUCKS USE #14 SCREWS NATE,ALUUOIUU BUCKS ME SUPPLED WDM W05-041 SPACED AS PER SHEETS 7 & B. CLUSTER Of 2(1 SCREW HOLE PER SIDE)STMDMD. EXTRA HOLES LUST BE FIELD DRILLED IF REQUIRED. �sheel l O of 10�