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HomeMy WebLinkAboutNotice of Commencement ST.LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO. L CE REVIEWED BY DATE MIAMI-DADE PLANS Ate.ERMIT MUST BE A'lP ON JOB MIAMI DADE COUNTY OR.NO INSPECTION WILL BE MADE. 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-govleconomy. CGI Windows and Doors,Inc. 10100 NW 25th 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(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series f`360' ti lumianm Sihc g ffl innlW dozy APPROVAL DOCUMENT:Drawing No.W05-04,titled Series"360"Alum Single Hung Wdw.(L.M.I.), sheets 1, 1A, 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#1.2-0822.11 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-DADECOUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 Page I 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(D 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 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 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacei V 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. Manue ere ,P.E. Product Cont of Ex miner NOA N . -0512.07 Expiration Date: May O5,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmum) 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 NOA 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-5" 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 NDA No. 14-082Z11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) �A?wu"L�Z- Manuel Pere Product Control Exmin 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 "SentryGIas®(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—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex 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-51h 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. J4-0822.11) 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 NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 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 Spacer®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. ' Manuel Per ,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 Generol Window Sections FRAME AND VENT DETAILS FOR GLASS TYPES 7 &2. �V I(`d SEE SHEETS 3&4 FOR CAPACITIES. v(o T to 1/2"(typ.flange) t7 t6 I 12 IB 2 dm ,- ... ........... Opera Sash Bel •. :: gd E io 19 9 io Installation Screws 6 LV CIV H O I(�) 4 (Refer to sheets p n G Qv 1 TB o T9 n spacing information) n a Window Width 609 QOm�� (lypj— 602 m 602 �N ddro ex lc rl or T ma,. J6. LLiNf@ 20 21 '1B Daylight Daylight JT (lrP) (Irv) 3 9/16" Opng. Opng. 3 9/16" R I ma a b p n r_ _ W s[E strtLTs 3 n.roR IIAss ornonz Window Width Window Width -1 T_ d T (oPGoroO � SuA lee Appfld •R � v O I Manlius(Optional) / INSTRUCTIONS FOR USING CAPACITY CHARTS: STEP DETERMINE THE REQUIRED DESIGN PRESSURES FOR i n STEP 2 A GNFN WITHER AP CITY ; ��� Z a DETERMINE THE CAPACITY OF THE WINDOW m SIZE/CONFlGUMTION/GVSS TYPE FROM C1VRI5 ON ip - SNEF75 3 AND 4. 90 b ?3 N N O 2 1 $ STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET T �� 1 t�N n 0o tl FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TYPE } O M n A.B OR C SHOWN ON SHEETS 5 AND 6. STEP 4 IF ALUMINUM BUCKS ARE USED,VERIFY THE BUCK IWI INSTALLATION CAPACITY FROM SHEET 9. M 3 0 FOR UNCUPPED ANIIED WINDOW'S DETERMINE o MUWON FR WON ANCHORS HEET tt FOR 17c6 TUBE YUWON FROM CHARTS ON SHEET B. B L STEP 6 IF ALUMINUM BUCKS ARE USED DETERMINE BUCK O ANCHORING REQUWEMENTS FROM CHARTS ON SHEET 10, iaE - t�1i0ne1) THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION (onGmwq (ReRakea) \\\\\\ AND MUST EQUAL OR a(CEED THE REQUIRED DESIGN �. PRESSURES OBTAINED FROM STEP 1. DESIGN S e s0 Typical Elevation ^" P SF.R1E5'360'AT.UM]NUM SINGLE TTNNG WINDOW o=9 6 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE,COMBINATIONS v d b OF SH./S.H.OR SINGLE HUNG WITH OTHER MM-RADE COUNTY APPROYEO WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. •• --- LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL SO 1 O WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. H a a g A Tvl 6 SHUTTERS ARE NOT REQUIRED. °ry U 22 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ 611 REQUIREMENTS OF THE FTDPoOA BULDING COBE INCWDING HIGH VELOCITY (6PGww) HURRICANE ZONE(KIM). < 63t WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER la*ROWLTIOEVISGD g (C'u—) LOADS TO THE SIRUCNRE BuHdmPl1'iPBxilb lfw llOddA Enp:,MVM NWAB B.N M PEI T06B2 CLI ANCHORS SHALL BE M LISTED.SPACED AS SHOWN ON DETAILS ANCHORS Ar'rrPalee ND -0 )Z•D N.WAIL a EYBEDNFM TO LYSE MATERIAL SHILL BE BEYOND WALL DRESSING OR STOOCO. *__ ' me _ ,( ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Ry o 5 NOT PART OF THIS APPROVAL MIa A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. I( F drawing Standard 12 Psi Sill Optional 15 PSF Water Bar Adaptors M TEIRAl5 INCLUDING BUT NOT LIMBED TO STEEL/AIETAL SCREWS.THAT ._ Can not be used with Tack type © COME INTO CONTACT WITH OTHER DISSOZBAR MATERIALS SHALL MEET THE W05-04 REQUIREMENTS OF THE FLORIDA,BLDG CODE shee[7 Of 7O FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A,4 AND 4A. V ccpT SEE SHEETS 3A& 4% 4A FOR CAPACITIES. � OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE O GLASS TYPES. z m 11 10 C 17 16 12 15 F m c 6� e�R$ axoea sasn eao. _ � Instollotion Screws 4 s (Refer to sa°1 heets a 5, 6 &7 for p t n LL spacing informolion) o d 1 O 1D 18 Window Vddlh as G H L 14 pig° m« wo — fl32w Q* 6' 6' ui a soz - exterior max. LLim�r 20 21 Daylight -- (Up) op—ing 3 73•, z —_ - �c 6 a 4 s¢suns>w x a FOR cuss Of— Mndow Width n o cM,u,nuns(OPGonoQ o f N rn o O 01 N o ,l hm 2 1 O n e zi�N Rr u --� I'� 3 0 •a 9r � g owe Glozin of Insulated Laminated V o� 9 o°o (opuemp a S o „ Typical Elevation °e'�gSB isi O 1 6 O 2 I -e$oaS a wl 3 [nvc,1t`oD NIwD PRDDaCTREYIS6D j cmmmPlpiPB wilhdc Flxld. WN. ]0592 DWWiag Code) •Q5t2.o 0 1 AcuPluncc No ilalion Dnm Dy Stondord 12 Psf Sill Optional 15 PSF Water Bar Adoptor O 211t§ hf)ma PmdrH dmxing no.; CO.not be escd nth ©lock typo W05-04 sheet to of 10 0 o rxD 0b a po a 02<g DamR ¢b��k Bill of Materials ITEM PART$ I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS 1 W23201NO AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL g'1 ,g^ 2 CGI-612P AS REOD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK zp a� C 3 0146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANYO Gj I 4 N/A AS READ. GLAZING GLASS VARIES �+- n a cv o E to 5 N/A 1 COMPLETE SCREEN ALUM/MESH30 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 @ WOWS. 28"WIDE&SMALLER 'eo Z z a &616C ATTACHED W/(2) #8 X 5/8"FH SMS 2®WOWS. OVER 28"WIDE A3070D& OPTIONAL SWEEP LOCKEEPER (replaces 1 0 WOWS.28"WIDE&SMALLER 7 Sc&C30705 1 OR 2 item 6)ATTACHED W/(4) #6 X 5/8'FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WOWS. OVER 28"WIDE 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WOWS. 28"WIDE&SMALLER _ 2®WOWS. OVER 28'WIDE 9 CGI-614C 2 "RE DOWP1 BLOCK ZINC CUSTOM CASTING_- _' 10 VARIES 2 _BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB § R C 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS w d 2 2 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PRODUCTREVISED °Lg$ mplyia wve 1te Tlmteo Build Rabe ___ _ 15 _CGI-619P 2 TOP GUIDE A7 OPERABLE VENT NYLON CUSTOM CASTING 5L2'O�0a.-..: 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING sa"1ipv Be. 17 C&I-610C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT Mp�Y ° 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) 5,9n A wµ,ms 20 CGI-382V AS REDD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS DA PC io 70M. 0 1 21 VARIES AS READ. STUCTURAL SILICONE SILICONE 3 SILICONES GE-1200,GE-2000,&DOW 995 Dae S 22 CGI-632 1 OR 2 COMBINATION EGRESS WB LOCK&LIFT/PULL ZINC CUSTOM CASTING 1 ®WOWS.28"WIDE&SMALLER ATTACHED W/(2)®8 X 5/8"FH SMS (FOR USE WITH WATERBAR) 2®WOWS.OVER 28"WIDE ( 0 2015 drawing no. 23 - 2/LITE SETTING BLOCKS EPDM - I OUROMEIER 85t5 SHORE A W05-04 sheet 2 of 10, 3.572—.—1 F--3.597 V L� o 0 � x.060- O F----3.452------ 1 O G a 600-Frame Ileetl 601-Frame SiII 602-Frame Jamb C7 p' a 606]-T6 6063-Tfi 8063-T6 a�41 VENT SHAPES FOR GLASS TYPES 1 & 2 m z r1.3z6 � 1.701 � r T � � 3i �1.701� 972 I ]7a 3 605-Fixed Intick O6-Movin Intick 607-Sidc RDiI 609-Glzg. Beod � r/1 .. 604-Horiz.RDiI 9 . 0 N 6063-TG 6063-T6 6063-T6 � p 2.126 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A rn -1.326 t--1.326—I ,,03B pNmm 1-.070 0 3 1.632 7086 I 2040 .IDD [2.: A z oIr256 6362507 I.W2 .060 2507 3.134 1. I .062 °Q- �s v Iu"I .94D .940 .9¢0 I .902 950-1 1.957--� 629-Glzg.Beod 630-Glzg. Bead R 625-Horiz.Roil 626-Fixed Intick. 627-Moving Intick 628-Sitle RDiI 6063-i6 6063-Ts o 45. ^ 6063-T6 6063-76 _.6063-T6 Far Glass Types 4&4A For Glass Types 3&3A GRR{ .139 � ce ,.694 �aQa �oUQaa 3.156 0 075 $ Fngr.JAW IJf4AD _Mply(REVISED 1 Li q'A B plyi.nim No Floddu iLK 70892OulWiog Cade-=15 0512.0 k 2 i ton Dma g 375+-I � o° o z��5 htima' p drawing no. 611-Waterbar 631-Woterbar W05-04 6063-T5 6063-T5 shael2A of 10 1/8"Ann.Gloss 1/8'HIS Glossy .ago"Inlenayer Me'Interlayer -SenayGlm -Sent'Al- ey•Eararay Amedao,I-* By*K-no,America,Ice Supplemental Test Results for: z .075'Inllf a 075"Inlenayer 0 k Sanaz CP WRh Per Cora sone:CP With PET core Air Infiltration -Woter Leakage Resistance - Forced Entry F4 . @y'Ed-Ch,le-1 Co.' @y'Easlmon Chnmleal co. �E R o _too-tnlertayer GO,Intedayer Test Type and Method Results Sa11.f Cleo,or Caor Class -We,HP Clear 0.r cola,TO.. Dy'Easunan Chemical Co: By'Eastman Caarryca Co.' Air Infilb oth'Test(ASTM-E283) a To 1/8"Ann.Glass m1 1/8'HS Glass 0 1.57 psi Pressure differential PASSED(.044 C.F./Min/SO Ft) Q iv m r .........111111 0 6.24 psf Pressuro diHerenOal PASSED(.076 C.F./LT/So IT a Silicone SiUcone of .g , GE-1200 GE-1200 Water Leakage Test(ASTM-031) No leakoge allowed a 4 o dj GE-2000 GE-2000 0 01¢177$ DOW-995 DOW-995 without welerbor odeptor PASSED 0 12.11 PSF 0: a with wolerbar adoptor PASSED 0 15m PSF Q Q LLzd yr 1/4 Points On tiles At 114 P_ On Utes y�j Vlder than 38' Wder Than 36' Forced Entry Resetanae lest PASSED 14 W I N Gloss Type "1" GIDss Type "2" (ASTM 17588&Gid.10) l C 5/16"Nominat Glass 5/16"Nominal Glass Annealed/Annealed HS/HS J a EQUAL LITHS -WINDOIVS EQUAL LITES1VINDOWS EQUAL L ITES WINDOWS a DESIGN LOAD CAPACITY-PSP IIESIGN TOAD CAPACITY^FSP DESIGN LOAD CAPACt'PY-PSP tv�jdth ,,j � 'a WINDOW DIMS. GLASS TYPE'I`GLASS TYPE'2' WINDOW DIMS. GLAS9 TYPE'1'GLA59 TYPE'2' WINDOW DIMS. GIAS9 TYPE'1'GtA59 TYPE'2' 1 I rs i a z WIDTH I HEIGHT W(.)INT.(-)F77 INT.(-) WIDTH HDGHT EXT.(+)1MT,(-)tYG(+)7N7.(-) VIDTH HEIGHT EEf.{+}IMP.{-}EXT.(.)1R1.(-) ?s'0 n+W1 24' 100.0 210.0 210.0 24' 100.0 1619 IWA 210.0 19-1/8' 100.0 210.0 100.0 210.0 30' 700.0 210.0 210.0 30' }WA 7}SA 700.0 720-0 26-1/2' 26` 100.0 210.0 100.0 210.0 -yy 32' 100.0 210.0 210.0 32' 1{10.0 111.9 100.0 120,0 37' 100.0 2140 100.0 210.0 ..• O' 2 N r 36' �• loom Ime 210.9 36' 96' loom 101.5 100.0 120.0 53-1/8' 500.0 171.7 100.0 210. L la! 5 42' 100.0 144.0 210.0 42' BSA 85.4 loom 120.0 19-1/8" 100.0 210.0 took 210.0 0 3 M 48' 100.0 120m 200.0 48' 76.2 76.2 100.0 120.0 26-i/2"38-3/8" 100.0 210.0 100.0 T70.0 N j ZZti 54' 100.0 1029 171.4 54' 68.9 68.9 100.0 120.0 37' 100.0 197.2 100.0 210.0 W - O M 5f 24' 100.0 210.0 210.0 24' 100.0 1424 180.0 210.0 83-r/8' 100.0 124.1 100.0 206.9 30' 1000 199.7 10 A 210.0 30' 100.0 102.2 Wilk 120.0 19-1/0' 100.0 210.0 100.0 210.0 9 32" eo 100.0 190.3 10010 210.0 32' 106• 94.9 949 100.0 120.0 26-1/Y 50-5/8' 100.0 210.0 100.0 210.0 J6' 100.0 1543 loom 210.0 36' 85.9 859 100.0 1240 37` 100.0 168.3 100.0 210.0 Equal Lite Window 4Y 100.0 12.0.0 100.0 210.0 42' 75.7 753 100.0 120.0 53-1/B' 100.0 1012 100.0 1607 48' 100.0 104.7 100.0 120,0 48' 64fi SHS to" Goin 19-118' 200.0__210.0 100.0 210.0 G�' 54' 86.6 -We-6 100.0 120.0 24' 100.0 120.0 100.0 120.0 2fi-1/T' W' 100.0 207.5 100.0 T10.p a k 24' 709.0 T41.1 100.0 21OX JO" 90.7 90.7 1000 1240 37' 100.0 154.9 1WA 210.0 30' IOOA 162.1 100.tl 219.0 32' 1211" 83.6 83.6 100.0 120.0 53-1/8' 8@.1 8H7 100.0 120.0 32" 100.0 tb7.b tWA 2f0.0 36' 75.9 75.9 IW.O 120.0 19-t/8' 1004 210.0 tODA 2140 z g g 72' PROD UCTIOTHSP.D 36' room, 150.7 100.0 21D.0 42- 66.4 66.4 100.0 1204 26-1/Y 72, 100.0 181.5 100.0 210.0 1 ,ilhlhnf4m1m1 42' }00.6 120.0 I,OA 120.0 3Y 100.0 146.8 100.0 210.0 H.sWir"PjgCaO.$ 48" 96.0 96.0 100.0 720.0 53-1/0' 82.0 820 IW.O 110.0 Att 1ntmm �O12'DiS4' 60.0 8010 100.0 1240 t9-11@� 100,0 214, 100.0 210.0 24" 100.0 179.1 100,0 210.0 26-1/2' 100.0 171.4 100.0 210.0DyJO' 760.0 143.4 000' 210.0 3Y 76• 700.0 136.6 100, 2104 Mian DadePc 32" loom, 1353 100A 210.0 53-1/8' 00.0 80.0 100., 120.p 36` 84' 100.0 120.0 100.0 120.0 Eev. 42' 100.0 106.1 100.0 120.0 CM4-C L 48' 95.6 ale _lama 120.0 MI51 54' 74.8 74.8 100.0 12tlA Alt-Imes shown are Design PSF(Pounds per Square Foot) �VALUES FOR EXTERIOR LOADS(+) SHOWN ARENOTE FOR SILT.WITH WATEREAR ADAPTER GASSES ON ASTM 13 i-0 SHEET ARE draingno.9ASED ON ASTtd Et300-09(3 SEC.GUStS) FOR LVINpOWS WITI40tlT WATERBAR ADAPTER AND FLORIDA WUNG COMMISSION umir EXTERIOR(+)LOADS TO 80.0 PSF 1015 W05-04 DECLARATORY STATEMENT DCA05-M-219 sheet 3 0110 090'Intertoyer 090'Inlwloyor f 1 SenlryGlm S..Irwos NOTE: rBy Kararay Amcdco,Inc.' a,*Karoray America,Ine.' /IOTA H GLASS CAPACITIES ON THIS SHEET ARE .075'Interior., 075'Inledoyer 'Y BASED ON ASTM EI300-09(3 SEC.GUSTS) 3/16" HS Sanex CP Yrith PET Coro 3/16" AN SoOex CP YAU PET Corc AND FLORIDA BUILDING COMMISSION By'Eastman Chemical Co.' By'Eoslmon Chemical Co' 0 DECLARATORY STATEMENT DCAOS-OEC-213 n ..11 Inlerlayer Sac LHP Ct ar Svllox NP Clear or Color Co. By'E t n C , Color Co.' Q N By'Eastman Chemical .' A''EwMan Chemicd .' EQUAL LITES WINDOWS -- DESIGN TOAD CAPACITY-PSF 3/16" HS 3/16"ANN CL o yo WINDOW DIMS. GLASS TYPE USS TYPE'3A!GIdSS TYPE'4' LASS TYPE'411 Silicone Silicone 0- Gilicoe GE-1200 0 II99 WIDTH HEIGHT EXr.(+)IM.(-)EXT.(4)IM.(-)M.(+)1M.(-)EXT.(+)1M.(-) GE-2000 GE-2000 0 I4 0 24' 100.0 210.0 100.0 z10.0 100.0 zt1.D 100.0 210.0 DOVI-995 DOW-995 �'a� 999 AL 1/M1 Points On Utes 23 Al 1/4 Points 0,Utcs 0,n O 30' _100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 23 WMer Than]6' Wider Than 36' 0 m 10 R 32' 100.0 210.0 100.0 z1oa 100.0 270.0 100.0 210.0 Gloss Type "3" Gloss Type 311" 6�' 36' 48• 100.0 210.0 100.0 210.0 100.0 210.0 IGOO 208.2 .090'Inledayer ¢p3 G 4oce " ScntryGlns 1/6-ANN c trycas layer "z w 2 C 42• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 175.9 py'Koramy Amcdco.Ine.' J U $ 100.0 200.0 100.0 200,0 100.0 _2110`0 TODD 158.6 By'Kuroray Americo,bc.' L� ,( 98- 3/8" Air S .ms^In@Hoyer 3/8"Air Space .075'Intcriayer Q w 8 f F 54' 100.0 171.4 100.0 171.1 100.0 171.9 100.0 1395 Sancx CP ww PET core Sall.CP we,PET 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 1/8" FISBY Eastman CMm%aa1 Ca: 1/8"AN By'Eoslman Chemiml Co.' �. 30• 100.0 210.0 100.0 270.0 1011.0 270.0 100.0 21.0 .100'Inlerlayer 100'Inlerlayer 32' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 2022 Sollex IW Clear or Color Gloss S.R.E 1N Clear or Color Glass 60 -1000 210.0 100.0 210.0 100.0 210.0 100.0 1745 By'Eastmon Chemiroi Co.' By'Eastman Chemkal Co: IS 3 J6' KL EDGE SPACER 'n 4Y 100.0 210.0 100.0 210.0 100.0 210.0 100.0 153E XL EDGE SPACER 100 R ST.SIEEL BY'CAROWAI1/8" HS Sr.STEEL BY'CARDINAL' 1/8"ANN Of ^ 4e' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 t2om Silicone 0R GE-1200 aw `• OURASEAL 6Y'oUANEWGE-1200 OURASEAL BY'OUANEX' 54' ICOO 120. 100.0 120.0 100.0 120.0 100.0 1067 p 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 SUPER SPACER BY'QUANEXGE-2000 OR DOW-9 0 DOW-995 SUPER SPACER BY'OWNER' DOW-995 30^ 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.2 3 AL 1/4 Points A8 Sue. 23 AI 1/4 Points An Sti- 1032' 1COA 210.0 100.0 191.2 100.0 210.0 100.0 178.0 GLOSS Type 4GLOSS ype "4A" I M 36' 72 100.0 210.0 100.0 188.4 100.0 210.0 100.0 160.1 EQUAL LITES WINDOWS 0 3 n m 62' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 101 'O 48' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 109.5 DESIGN LOAD CAPACITY-PSP 3 5{• 100.0 120.0 100.0 120.0 100.0 120.0 90.3 90.5 WINDOW DIMS. GLASS TYPE'3'.LASS TYPE.'39 GLASS TYPE'4' USS TYLE'4A' _O 2G' 100.0 211.0 100.0 210.0 100.0 210.0 100.0 190.2 WIDTH HEIGHT EXT.(+)IM.(-)EXT.(.)1M.(-)EKT.(+)1M.(-)EXr.(+)INT.(-) 50- 30' [7 O 30' 100.0 21aO 100.0 210.0 100.0 210.0 100.0 1522 19-1/B' 100.0 210.0 100.0 210.0 100.0 210A 100.0 210.0 32' _ 100.0 210.0 100.0 210.0 100.0 210.0 100.0 147.7 26-1/2' 26- 100.0 211.0 100.0 210.0 100.0 210.0 100.0 210D 36' 84 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 37' 700.0 210.0 100.0 PI0.0 100.0 210.0 100.0 210.0 rn 42' 100.0 120.0 loom 120.0 100.0 120.0 100.0 1127 53-1/8' loom 210.0 100.0 210.0 100.0 210.0 100.0 210.0 N t o y C 48' 100.0 120.0 100.0 120.0 100.0 120.0 90.9 90.9 19-1/8• 100.0 210.0 100.0 210.0__100.0 210.0 100.0 210.0 �, 3 D o 54' 100.0 120.0 100.0 120.0 100.0 120.0 80.8 80.6 26-1/2']8-]/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 W e @ S R 21' 100.0 210.0 lOD.O 210.0 loom 210.0 100.0 172.0 37^ 700.0 2to.0 100.0 210.0 100.0 210.0 100.0 210.0 i�no R 30' 100.0 120.0 100.0 120.0 f-m 120.0 100.0 120.0 53-1/8 100.0 206.9 100.0 206.9 100.0 216.9 100.0 20E9 3 83 32• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 116.9 79-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 01 E J6' 96' 100.0 120.0 100.0 120.0 100.0 120.0_ 100.0 10711 26-1/2'S0-S/e' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 EQUOI Lite Window 62' 100.0 120.0 100.0 120.0 100.0 120.0 90.8 906 ]7' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 193.1 48' 100.0 120.0 100.0 120.0 100.0 120.0 80.9 60.9 53-1/e' 100.0 166.7 100.0 168.7 100.0 168.7 7011.0 131.7 All YGlues shown are Design PSF(Pounds per Square Foot) u m Tj olA 54' 100.0 120.0 100.0 112.6 100.0 120.0 73.2 733 19-1/e' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE - - 2}• room 210.0 100.0 210.0 loom 210.0 100.0 151.2 26-1/2• 6T 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 FOR SILL WITH WATERBAR ADAPTER JO' 100.0 120.0 loan 720.0 100.0 120.0 100.0 toes 37' IoO.. 1'0.0 100.0 191.9 100.0 210.0 _100.0 177.s FOR WINDOWS WITHOUT wA]ERk1AR ADAPTER e t l V 32 los' 100.0 120.0 700.0 120.0 100.0 120.0 700.0 10011 53-t/6' 100.0 120.0 100.0 120.0 100.0 120.0 700.0 IGas LIMB EXTERIOR(+) LOADS TO 80.0 PSF E 36' 100.0 120.0 100.0 120.0 100.0 120.0 912 913 [26- -1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Cn9a JAYAD AE06+D ..'°j 42• 100.0 120.0 100.0 120.0 100.1 120.0 60.0 80.0 1/2' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 192.8 PROOUCTRIiV19m E1/. 70592 48' 700.0 120.0 1000 112.2 100.0 120.0 729 729 37' 100.0 210.0 100.0 196.5 IG0.0 210.0 100.0 156.0 c ]SJ62}• 100.0120.0 100.0 120.0 loom 120A 100.0 120.0 -1/8' 100.0 120.0 100.0 120.0 100.0 120.0 94.6 94.6DulWioCade30' 100.0 120.0 100.0 120.0 100.0 120.0 96.4 98.4 -1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.032' 120' 1000 IT0.0100.0120.0 100.0 120.0 88.8 88.8 -1/2 100.0 210.0 lOD.O 210.0 100.0 210.0100.0 1821 pyJU 0 201536' 100.0 120.0 100.0 720.0 100.0 120.0 BO.s 80.642' 1600 120.0 100.0 114.1 100.0 1200 706 70.6 -IIW 100.0 120.0 100.0 120.0 100.0 1200 887 BBA _ �shee3A 1/8"Ann.Gloss 1/8"HS Glass - V .1190'Inledayer A90'kledayer M� h SmhyGles SentryGloa By'.areroy America.I...' By'Kumray Americo,Inc.' z 12 Supplemental Test Results for. 0 i .075•Inkrlayer .073•Inkrlayer Salle.CP with PET Cae sane.CP Wilh PEI Core Air Infiltration -Water Leakage Resistance - Forced Entry F a By'Eastman Chemical Co.' By'Easlmon Chamicol Ca.' ,loo•Inkrlaye, .106'Mtenayer Test Type and Method Results d 'g Sol[.HP cl-ar Calor class Sen.HP Clea or Calor Gras. p0, By'Eaalmon Chemical co.' Ey'Eastman Chemicvl Co: Air Infiltration Test(ASTM-E283) 0'0 m 1/8•Ann.Glass in 1/8 HS Glass 0 1.57 psf pressure differential PASSED(.044 C.F./Min/SO Fl) V N N N N 0 6.24 psf pressure differential PASSED(.076 C.F./AOn/Set IT 0, o o Silicone a - Silicone Q a¢4 1 GE-1200 GE-1200 Water Leakage Test(ASTM-F.331) No leokage allowed 0 0 without woterbar adeptor PASSED 0 12.0 PSF 3 GE-2000 c DGE OW-9 0 o n DOW-995 s DOW-995 e with woterbar adaptor PASSED 0 15.0 PSF Q LL Al 1/4 PstM.On Ules 3 At 1/4 Points On Wes . 23 rl 5 H wiser man 3s' YM.r That 36' Foraad Entry Resistonca test PASSED Q w _Gloss Type "1" Glass Type n2" (ASTM F588&Grade 10) 5/16" Nominal Gloss 5/16"Nominal Glass -'-'-'-" Annealad/Arm ..led HS/HS UNEQUAL LITES WINDOWS (ORIEL) UNEQUAL ISLES WINDOIYS (ORIF.T,) 3 DESIGN TOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP 3 N WINDOW DIMS. Top VENT GLASS TYPE'1'GLASS TYPE'2WIND 01f DIMS. Op VEMr GLASS TYPE 11'GLASS TYPE'2' 1�p�j R WIDTH HEIGIfr HEIGHT ETR.(+)IM.(-)EKT.(+)INT.(-) WIDTH REMIT HEIGHT ETR.(+)INT.(-)IXT.(+)INT(-) w Q 24- 100.0 161.9 IDOA 210.0 19-1/8' 100.0 210.0 100.0 210.0 J 30' 100.0 118__8 100.0 120.0 26-1/2• 100.0 1385 IWO 210.0 ur 32' 100.0 111.9 100.0 120.0 37' (MAY,) �• 993 99.J 100.0 120.0 3 N m ]6' 100.0 t01S 100.0 120.0 53-1/e' 69A W9 100.0 120.0 O M n 0 0 3 °' 42' 85.4 65.4 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 48- 76.2 76.2 /00.0 120.0 26-1/2' IOB' 54' 100.0 120.0 100.0 120.0 54• 68.9 68.9 100.0 120.0 J7' (MAX-) 8.1.6 83.6 100.0 120.0 �_ R 100,0 142.4 100.0 210.0 19-t/e' 100.0 210.0 1011.0 210.0 PRODUCT RDV156D O O- 24' -- mcamd7+ns••1tl.WeFlmido U�f 30' 160.0 l0zz 100.0 120.0 26-1/2' 120' 60' 100.0 109.6 100.0 120.0 DaildiaBty.ogT2.D -_� 32' 94.9 94.9 100.0 120.0 37' ( ') 73.7 73.7 100.0 120.0 meq' () 36' TOB' 54' 8S9 85.9 100.0 120.0 79-1/B' 100.0 210.0 160.0 210.0 Daze 1 (wall _--- T DY 42' 75.3 75.3 100.0 120.0 26-1/2' 120' 66' 99S 89S 100.0 120.0 sdeProdssl 48' 68.6 68.6 100.0 120.0 Tr (MAX-) 65.7 65.7 100.0 120.0 gxg a s 24' 100.0 120.0 100.0 120M 19-1/8" 120' 72. 100.0 210.0 100.0 210.0 c t Pa n so' 90.7 90.7 160.0 120.0 26-I/2 ' (1wL) 93.9 935 100.0 120.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE 3z' Izo' so' 8]s 63.6 100.0 tza.o 19-1/a' 1zo' 78. 160.0 120A 100.0 t2ao FOR SILL VDIH WATERBAR ADAPTER N 9 36' (MAX) 755 75.9 100.0 120.6 26-1/z' (lar0 8e.0 88.0 loo.0 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER d 42' 66.4 fifi.4 100.0 120.0 19-1/a' 12W 04. 100.0 120.0 160.6 120.0 LIMIT E)RERIOR(+) LOADS TO 80.0 PSF 24' 100.0 120.0 100.0 120.0 26-I/2' (MATE) 789 799 100.0 120.0 'dth I " 30' 120' 66' 81.7 81.7 100.0 120.0 32' (MAX.) 77.7 77.7 100.0 120.0b o 36' 67.4 67.4 100.11 120.0 24' 100.0 113.6 100.0 120.0 NOTE r l JO' 77.1 77.1 100.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE o+ Top Vent X 120' 72' BASED ON ASTM E1300-09(3 SEC.GUSTS) m < P Y 4Av/D AHM40 32' (MAX.) 70.1 -70.1 100.0 120,0 t r 36' 60.J 60.3 700.0 120.0 DECLARATORY STATEMENT OCAOS DEC-219 ctrti O W1. S%W2 24' 100.0 120.0 ICOA 120.0 c J312T- (�) 78 678 630 700.(1 120.0 This Ute must be Equal to or smaller--_ r----- than Lha Top Ute droning no. 24' 120' ed. 100.0 720.0 100.0 120.0 J0• (MAx.) 66.6 66.6 foo0 ,20.0 UL 3 0Y015, W05-04 Al values shown ore Design PSF(Pounds per Square Foot) Unequal Lite Window sheet a alio] ago"mt.no,., S.VyGI., .090'leurdy., Gy*KuWW Arnedch,hw.' By*K.rq Americo,Inc'3/16" HS .075'InW),yr 075,Irlixmy., so oz,CP with PET Co'. 3/16"AN son-CP 'In PEI Care, Ku 'kAN OyTtE.,unar,Ch,,,C..W Co.' By Tester-Chemical Co.' Z 9 Itld� 'r 0 Im 8 .100'blueness, San.Up Cl or or Color Gloss son"HP clear or Color Gloss By 'Eastman ch-1.1 Co.' By'East..,Chsrol.od Co: IL G 0 0 o- 1. a 3/16" HS 3/16-ANN Ae Silicoals, A� sili-at GE-1200 GE-1200 CC-2000 GE-200D DOW-995 DOW-995 GLASS CAPACITIES ON IKIS SKEET ARE 2 Al 1/4 P.*.Is 0 Uts. 1/4 Point,On Us,, BASED ON AM ElJGO--O9(3 SEC,GUSTS) Glass Type "Y he.35' wider Th..3e ib AND FLORIDA BUILDING COUlytISSION Gloss jX2e "3A" " 0 DECIARATORY STATEMENT DCAOS-DEC-219 I/a"HS .090,interior., .090'Inted'y'r /B"ANN Srhycl.. as 4 Z Anrr,im Inc.'I , By'K...y A-6-lez.- 5 ILTNEQUAT.LITFS WINDOWS (ORIEL) 3/8"Air Space Imma', 't CP With PET Core 3/8"kir Space .075'Intdayer DESIGN LOAD CAPACITY POP son-Cle With PlEr Core, Space P` y K" ray �075-1, 0.5-'""" 'Cie E 4­ ace San.CP WMDDIT DIms. 1/8- HS Ity'Eastman Chernieel CO.' 1/8"ANN By Test-Chernizol Co.' Too L Kle Top VM CLASS TYPE'3*GLASS TYPE U CEASE TOR'4'CLASS TYPE'4A' M-4 .100'Into :9 HEIGIFT EXT.(.)IINQ-)EXT.(+)IINT.(-)EXE[+)j1 -) - If-0 WIDTHTHEIGHT L HP rl.r or Col.,Glass San.His Cie.,0.1 Col.,Gloss NT.( inu INT.(-) Sell. 24' 100.0 2S.0 I&Oa 2100 1000 2100 l000 172A By 7-teron Chemical Co. Oy Tesler-Chemical Co.' JO' Go .0 120.0 WILD 120.0 0.0 120.0 IMA _L00.0 120.0 XL EDGE SPACES 1/8- HS XL EDGE SPACER ST.STEEL EY'CARDIMW ST.STEEL BY'CARENW 1/8"ANN 32' +10-0.0120.0 WILD 12MO 100.0 120.0 100.0 118.9 OR W 487 Kla. DURASEAL BY Silicone 0 TIC 36' loax 120.0 100.0 120.0 ImO 120.0 100.0 107.8 GE-1200 OURASEAL Silicorm, OR BY•"Z A GE-1200 00 U 421 42' 00.0 120M MOD 120,0 JOILO ---SUPER SPACER BY'QUANEV CE-2000 OR CE-2000 --- !20.t go.0 90A I DOW-995 SUPER SPACER BY OUANEX` OOW-995 4W 100.0 120.0 120.0 WILD 120.0 100.0 120.0 -E.O, -!q!- 4 Go 540 100.0 120.0 100.0 f12.6 100.0 12D.0 73.2 734 Gloss Type "4" Al 1/4 Patets All Sizes 23 Alt 114 P.irls M Size. Glass Type "40." 24' 100.0 210A 100.0 2?M0 ratio 210.0 I= 151.2 U) 1000 1200 1010 1200 loss mo I Do a 108.6 UNEQUAL LITES WINDOWS (ORIEL) 0 PRODUCTREVISBID jr* _100.0 120.0 1 Kea 1 120.0 100.0 100.8 DESIGN IOAD CAPACITY-POP ozzoewyi.SwItheMarids 100.0 1 120.0 --i--- --- C"' --il.l! 1,2 A IGO* W Ma 125 ML.i IN0. 36, IWENDO DIMS. Top VEN,SIM TYPE V GLASS TYPE CLASS TYPE-4- LASS Typt;-,IA� 12 100.0 1200 lose CC 1 20. 0 sea mo MOTH MIGHT HEIGHT B�T+Jl ini-i-)-,(+)TNI,17)5iw I .(-)EXEC+)INT.(-) toreasse ps 48, 100.0 IRS _T0070- L) 1110 2110 1101 2100 Et 112.2 ta IODO 1200 72.9 M9 19 1/8100.11 10010 -it-0c 100A 210.0 *ODA 210.0 IM.0 147j P uq Coo width 74 100-0 120.0 IGOA 12MO IDELO 120-0 100.0 120.0 26-1/2' 100.0 12a.t loodo 120.0 100-0 120.0 96.4 96.4 37' 100-0 20,0 1100 1200 1000 folLS 88.8 32 53 100.0 720-0 1004 114A IOOLO 178.0 74,2 74,2 W IODa 120a 100A 12MO 100.0 120.0 SOLS -1/8* 12 1OD.O 120M 80.6 80.6 100.0 21M 210.0 WILD 210.0 l000 2100.35' 100-0 120.0 10�.O 7i 0.0 �00.0_ 4Z, 107a 20-0 0 4.1 TOM 20.0 70.6 70.6 26-1/2' 108- 4- 100-0 120.0 100.0 120,0 72 v-- - Top Vent -j---�--To--20.0 (MAX.) 1000 -Lm-1 1010 -L22-0 g R la Ze 100.0 t20.O 100.0 -0,0 00.0 -20.0 0.0 17- -1700.0 120.0 100.0 120.0 100.0 t2o.0 68.8 aa.6 2E 0 -T20.0 TOMO 120A T00i 120.0 -Wa---W6-8 --=W _j,-0-TODA 204,2 Woo—17ioT-ro-54--Tax- M C 30' 120' 66 TOO.0 a. 3r (UAX.) 'ODO '2ao 1 000 1200 -L000 1200 OZO "'-6 26-1/2" 120% Go. 100.0 70.1.0 120.0 100.0 1200 100.0 115.4 0 71.6 711 31w M- IOD.0 1200. Co. 120.0 113 113 36' 1 100.0 1 120.0 100A 1 1204 to",120.0 (MAX.) -Too 0 200 -Ft- 0 1 2,0 106.0 120A 19-1/W 24, IOD.0 12" 11coa 2o.o I-toom III - 100A 2100 100 2100 1000 2100 1000 21010 This Ute must be I IT 30. 7r 100.0 120.0 MOLD 12iEG jej.0 120,0 81.9 81.9 26-11r 120- 66- 100.0 120.0 IDGO 120.0 jOoG =05.7 q..) -"-.11 120* _,a 120a 100.0 ------ then tht.Top Uts" ts, Sr X.) 100.0 120.0 Da 1200. 160.0 1200 7-.5 74.5 37m (WX) -15D-O 1204 tOOa 120.0 100.0 120.0 -jq-j,--jj.j-� .0.0 V2 -iODD 0.0 IM.0 3.1 IM.0 -720.0 .1.1-10 19 N C26-122' -/0* 120- 72' 100.0 210A I100.0 210.0 IOD.O 210.0 ioo.o 2 26-Ir EWX) I4x-0 120-0 100a 120.0 IMO 120.0 999 99.0. Unequal UTe Yindov; itso* 78' IGO.0 1200 100.0 120.0 ICD.O- IS.-/a* 120- 100.0 21MO IC00 21oo 100.0 214.0 IOaO 203.3 S t-4 -T 120,0 67A 67.8 1Z (VAX.) I a ,2. =0 1204 100.0 $20.0 OFO 26- 00. IZOA 1 100.0 120.0 JOTO Y20.0 939 935 E"'.-W) 21' -300-0 - '00. --L 12V S,, 10MO 120-0 100-0 120-0 120a 1 100.0 F12MO Ki-/a 20. 0 210.0 100A 2MO 100.0 21-- IGO. 163S 4nLp,, 34- PMAX,) 10MO 120.0 IOMO 120.0 -Fam-a- -To 7-r7..7 2./Z' QfM) 84' We T-O a.. Oa 10.7. All values shown are Design PSF(Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+)SHOWN ARE JUL rF,.um-g7 no. FOR SILL WITH WAFERBAR ADAPTER 02015 FOR WINDOWS WITHOUT WATEREIAR ADAPTER �-O 4 LIMIT EXTCRIOR(+)LOADS TO 80.0 PSF sheelgA o/10 — Us fQy' z � IMPORTANT NOTE: Installotion Type 'A" Wood2 4 5 _ Wood Bucks must sustain Q o. 'i, w/I x 4 Beveled P.T.Wood Buck loads imposed by glazing 0:q "'2' system and transfer 0 P �3 °#in ° them to the building C G+ Buck bed structure. 'TYPICAL ANCHORS: SEE ELEV.FoR sPAaua �D sealant(l 1/4"DIA ULTRACON BY'ELCO' (Fe-1T7 KSI,FY=155 KSQ 0 1/4"QIA HILT]KIM CON If(FU-1W M Fy-157 KSI) 0'0 r� INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0y1/4" Dia. 1-1/2"MIN.PENETRATION IMO WOOD � obFlat Head Ultrocan Or S�YPR THRU 1BY BUCKS INTO CONC.OR MASONRY LLu. Kwik-con 1-1/4°MIN.EMBED INTO CONC.OR MASONRY j(or equaQ xDIRECTLY INTO CONCRETE OR FILLED BLOCKSE y 1-3/4MIN.EMBED INTO CONCRETE OR FILLED BLOCK ]/4"OIA.TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) ^`T INTO MIAMI-RADE COUNTY APPROVED MULLIONS(MIN.TRK.=1/8� h INTO METAL STRUCTURES 3 N STEEL: 12 GA.MIN.(Fy-36 KSI MW.) z < ALUMINUM :1/8"THK.MIN.(6063-T5 MIN.) O w i 3 1/2° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w O N 4 i Min. TYPICAL EDGE DISTANCE Di N `N INTO CONCRETE AND MASONRY=2-1/2"MIN. 3 N INTO WOOD STRUCTURE o 1°MIN. O r INTO METAL STRUCTURE=3/4"MIN. e Z z� 2 3/4" WOOD AT HEAD,SRL OR JAMBS SG=0.55 MIN, CONCRETE AT HEAD,SILL OR JAMBS Ye=3000 PSI MIN. p� �g rrff 0-90 FILLED BLOCK AT JAMBS V.-2000 PSI MIN. U P s 1 x 4 Reveled P.T. o Wood Huck (typ.) 1 1/4" Min. Values for Installation Type "A" apply to the following installation types, with `o maximum shim space 1/4": _ P g 1- Using 1by P.T. wood bucks, min. 3/4" thick, p ug€�� Optional 2- Directly into mosonry, without the use of wood bucks. flfl Seolont Non-beveledWood .= (dotted) 3- Directly into o steel or aluminum structure „' S O --� Min. 1/8" thick and using #14 Teks or Self drilling screws. 81 Structure must be designed by others to sustain the foods imposed o by the window. I E,qr.YNAO AWUp �' . �• _ " I IPRODUCr RSVISED M PE 90592 n v gsMa�dmueno,Lm Ssae � k • u;a.• u;n. .�A. v' v ° � �i)4 MY Optional Pre-Cast Sill ®n DA& 2015 �draw�ing a os. W05-04 sheet 5 of 10 y.V -- ll Z g5 Installation Type "B" Installotion Type "C" F w/2 x 4 Beveled P.T.Wood Buck bosed on wood penetrotion only g o using 1 x 4 or 2 x 4 woad bucks 13 Buck bed in _ r�': Buck bed in sealant (tYP) seCY alant(lyp)._- • /.•t r°°t.r. t O&w a< 0 N WN 0 1/4" Die. Flat Head Sealant =_- a H LL l Ultracon/Kwik-Con 1/4" Dio. Flat Head (tYP) E LL z C (or Equal) SealaWTeks Or y Q w U 1-1 2" Min. Wood Embed (typ1/4" Die. Ultracon/Kwik-Con ,. / Fasteners O E r --------a A J 1 x 4 & 2 x 4 P.T. Wood Buck(typ) g e � � R ° z0ta .. See Installation p w ---i Min. - Types 'A" & "B' t fort x4 & 2x4 ,z-„ P.T. Wood Buck Styles '3:N om° � Z Z12�� IMPORTANT NOTE: � z z •' -- --L o Wood Bucks must sustain 3 0:�t loads imposed by glazing ., 2 3/4" , system and transfer b them to the building o 2 x 4 Beveled P.T. structure. O O Wood Buck (typ.) JB & JT t'PODUCTRevISP.D JB & JT mpyingwimm.t7«fm1 m,Iwi.SC d. n.«9lon«No 15.05120 a g R€ 1 1/2"Min. i lion Date _ ee Optional Total Wood o roeua u 1 Non-beveled Penetration a£4 4 Sealant Wood Buck $ Optional (dolled)--� ealant Non-beveled OSWood Duck 2 g S (/dotted) t ll g 1 t:n9r:19IAD-D CML d 2 3/4' e V ". ° ur.. .� 3 0\5 drawing no. Optional Pre-Cast Sill W05-04 sheet 6 of 10 CIIORS ORSGDESIGN LOAD CAPACISY_PSF ..•.DESIGN SHAD CAPA117Y-PSP ��!d SIO.NDIE PASTERN SSD,Hp1E PAT IMI STD,NOLE PATTERN 970.HDIE PATrM N0.OF ., .. DIMS. ANmcam DID Am ANCHOR AODL ANCHOR Z 1A n 1fSNDOR DTAi6. pNeNppg rI4 AbDL AA'CltOA 11p0i ADDL ANCHOR WINDOW A 23TM NFICM A7 4WD EIIi.(+) (-)W.(+)&AD'- W. NE &Mf. .() ICM AT JAMB E%S.(+)&IM.(-)EM.(+)&IM.(-) 210.0 210.0 14-s/8' 210.0 210.0 30' 210.0 210.0 26-1/2' 210.0 x10.0 Q•C 'o 32' _ 210.0 2104 37' 26' 1 2100 210.0 0 �u 36" 48 4 210.0 210.0 53-1/8' 210.0 210.0 C 42• _ 2018 210.0 14-i/8' 210.0 210.0 0 tj p 48' 175.7 210.0 26-1/Z' 210.0 210.0 u p K 38-3/8' { W 5{• 147.2 208.4 37' 210.0 210.0 a C P 24" 210.0 210.0 53-1/8' 1769 210.0 O R.4 30' 193.7 210.0 19-1/8' _210.0 2100 2r 1a .0 n 32" 60' { 185.5 210.0 26-1/2`50-5/B' 4 210.0 210.0 LL N_o J6' 170.9 210.0 37• 2D&1 210.0 42' 152.9 1912 53-1/8' 145.6 196.31 48' 138.4 173.0 19-1/8• _ 210.0 210.0 - 54' 1263 157.9 26-1/2' 148.4 2104 83' 4 _ - 24' 210.0 210.0 37• 157.4 -� 146.7 a0` 2100 210.0 53-1/8' i2o.5 150.7 3Y 210.0 210.0 19-1/8' 210.0 210.0 } a j. 72' 6 2018 210.0 26-1/2' 72, 8 2100 _ 2104 42• 181.6 210.0 37' 19&1 210.0 _ 48' 145.3 192.6 63-1 O /8' 2208 178.7 ¢ Q 54' 117.2 175.7 19-1/8' 210.0 210.0 Re 210.0 210.0 26-7/2' 210.0 2109 h " ao" 164s 270.0 37' 76 s 1ea.a 210.tl LOADS APPLY TO INSTALLATION 'TYPES sz• 1 1803 210.0 sJ-1/8' 1182 168.9 A, B & C AND INTO ALUMINUM BUCKS O aM 36' 847 6 _ 165.1 19y6 Ci 3 42' 1462 173.0 FOR ALUMINUM BUCK INSTALLATION SEE I,, 48" 135.4 1574 SHEETS 9 AND 10. o_ 54" 111.2 145.3 0 0( 24` _ 194.6 210.0 N"W11h v F 30" 161.4 188.3 32' 5532 1788 6't�-24y 6 36• 95' 6 139.7 103.0 I mox. 42• _ 124.5 1453 u- 32* 48• 1138 732.454' 104.8 1222 Addl.Amh9r24' 210.p 210.0 _ e1EAtMtq.Cb tt11F Entls187.5 210.0 / Scc Chorl For Cpacity177.7 199.9L36• 161A 181.6 42" 143.1181.048• 129.7 145.8E24' 201.8 2/0.030• IS& 1858 120' 8 t57.2 178.8 36" 142.4 1602 r.4 Eng %D A19MD PRODUcrncvlsmca m az' 125.6 1 1413 CGl Standard Hole Anttem nw n j 1psszNrieR�*Iua,el't.m. c.41a am nW1 X15.0512.0'( 'eltorem 20 o Q Zb�S btiam PmQ2+u drawing ne. Refer to sheets 5&6 0l 10 for description o1 inSlallOtion types A- B-C W05-04 sheet 7 0510 Vertical Mullion Performance Horizontol Mullion Performonce ve,JS Tributary Width = WI + W2 For Window Performance, refer to shoots 3 or 4 54* 2 Am For Window Performance, refer to sheets 3 or 4 1 08 W1 W2 W1 W2 I- a S- #14.1"FH g I a'. 6"mex (typ) se.10�1 Tek Or Self Drilling Screws 05 �Vp-1 7 "On @flt 04 li r M I --Iw� wi I 10 F] {trot p 0 E (typ) MH Stem 2 E-1 4 50 M-Hiple Opening Multiple Opening (2 or (2 id-) 1' 4!'x 1/8 thk.Aluminum t-e) Tube Mullion (unclipped at ends) E 8 . w/ I screw on each side of mullion wl 2 a,J a, e I mullion (Mull length wp%ftdth - 1") Installation Standard f.h Lead'a.W=wW odnional holes to be drilled by installer) I"x 4"x 1/8"thk.Aluminum HuWoN D"In WAH�mUTY-Per MUWON VnJGN LOW CAPACITY-PSY NU 0.Y P)MIGN WAD�PACIW-FSF H J Tube Mullion�unclipped-at ends), A an TI'm ANCHORS (Mull length Wdw�Height I) VINDON DIMS. EACH SIDE EACH SIDE _EACH SIRE ITIND DIMS. EACH S1 mmH "U'Do -Dot-)an.(.)-w4-) &-4-) "as"T 1`nt+)&w4-)m4+).w4-)Cox.) -4-) .= Hoon Jan.(+)&vert-) vi OFF)-WTJ MU4&WT) 24' 1 130.0 21010 210.0 24' "3 1E&6 1�L7 53-11e 26- 1 210,0 21- 21D.0 #14 x 3/4"FH W r 1". 2,0.0 210.0 3W 1.03 liki 19-ver 2101D 21.0 2100 Teks Or Self Drilling Screws 32' 1 1- 210A 2104 32' sms 1.12 IOTA 26-I/2- 1.4A Veo 36' A., ---I- '2D 0 210.0 2I0.0 3v 40.2 923 Dis :v- 170.2 Zt- 2104 42* 11.5 21" 2100 4r 41.1 82-3 e4s 'U'lle 176D 2UW 2UW L3 0 49' 210.0 45' 37.5 75.0 761 1 19-1/8- 165.0 21.0 210.0 54' 210.0 21010 Se 34A A S&A U-1/2" 1301 ...A 2C T2IMO 210.0 1. 563 98.3 Gej 3r logo 21.0 210.0 DO 3W -A 210.0 - 3v 4U 1 79.6 --7"95 53-016. loi.1 2021 . 210.0 32, 1841 21010 ' U, 106' 44X 1 74.9 7A9 19-tJ8' 'v Ims 21e.0 210.0 LAM 'e f Sealant A E on W4 36' MA 210.0 3v ADD 67.2 17.2 21-11r lei loss 2-9 i �R R 427 159.2 2100 *2' 5&5 1^ 157A ziao 41' 210.0 32.1 e21 522 53-1/81 674 1319 20CL2 6. er 727 14" 21010 we 71.4 1 21" 210.0 .1.1 57.6 "*4 'o 22 166.5 2io.0 24� 0.4 Is" 210.0 3, W:�"2: 30 03 3W 7&S 151A 2UW 3 37. 0.5 19&4 32, 144A 21" 36! HE=, ] ADS -4810 537 %CZA Isij S-l.nI 7 36' 72' .? 133.3 =U, 31.2 421 422 19-1/6- lozo 204.0 21010 MV 4r 60.9123.0 141.5 2.-I/Z779- (IYP) 49* 50.3 1122 168.5 37- 7vSOA 1219 182.7 a a 8 LYR 54' 513 10817 16.024. 7510 tWA zio.. 1. 62.6 --1232 17" 32' 516 11941 is" . 8C 54.5 109.1 147.1 U11.aAD AM" PRODUCTREVISED r 49X 8810 129.7 FLl j T05S2 . 101YiMwi1hd.Fji" 487 45.0 90.0 117.4 7538 DnitdinHrbdc q 54' 42.1 84.2 I08.420 1 d"U drawing no. W05-04 C.-h-T-1�=Bof 10 PERFORMANCE VALUES PERFORMANCE VALUES ALUM] UV H OF ALUMINUM DUCK OF ALUMINUM BUCK INSTAI LATION ANCHORS INSTALLATION ANCHORS RUM 70 SHEETS 3 THIN 9 FOR WINDOW CAPACMES CKL(+)h IML(-) w.(-)k IML(-) USE[OWER APPUCASLE VALLFB. -- - o ANCIIDR SPACING ANCHOR SPACING ANCHOR SPACItiO ARf2fOR SPACING ANCHOR SPACING M4C1tOR BPACUNG Z W`3 RiND6R DIU& INTO CONC Ih70 ROODN pID 7NYD ROOD RINOpR OH19. IIaTO L911& INTO HODBN HID INTO ROOp @yry WIDTH HEIGHT 16"0.(L B'O.C.16'D.C.e'O.C. t0'O.C. 0'D.C. WIO,N Rmw 16'O.C. 9'0.C. 16'D.C. B'O.C. 16'D.C. 8'D,O 1 Q ry 24' 210.0 210.0 178.7 210.0 210.0 210.0 18-1/8" 210.0 210.0 210X 1210.0 210.0 270.0 30' 210.0 210.0 155.9 210.0 210.0 210.0 26-7/2' 26„ 210.0 210.0 210.0 210.0 210.0 210-09 Q i I Y 4 I I Lu N 3Y 210.0 214. 150.8 _210-0 2101) 250.0 3T' 270.0 2/00 1855 210M 210.0 270.0 It ffgq A.ut l 36' 48" 210.0 210.0 142.9 210.0 210-0 210-0 53-1/8' 210.0 210.0 14&0 210.0 198.8 210.0 - Q 42` 205.7 2700 131,3 204.2 1783 210.0 19-i/8" 210-0 210.0 210.0 210.0 210.0 210.0 v~i 48' 205.7 210.0 131.3 201.0 180.0 210.0 26-1/Y J8-3/8, 210.0 210-0 1738 210.0 210.0 210-0 _ Q'q Ptl t�g 54' 18&0 210-0 1072 18L6 144.0 2104 3r 210.4 210.0 157.4 2109 21" 2/64 24' 2"M 210.0 134.0 210.0 210.0 210.0 53-1/8` 185.8 210.0 110.5 207.4 159.2 210A o�y ' 1 30' 1792 210-0 1142 20.1 210-0 210.0 10-i/8' 210.0 2104 196.6 2100 210-0 210-0 Q 5i�qqq 3Y 171-0 210.0 1098 191.9 210__0 2100 26-1/2" 88-5/8' 210.0 210.0 155.9 210.0 210.0 210.0 17� 35' Co. 160M 210D 102.1 17&7 2104 2100 17' 2025 210-0 1298 1948 210-0 210D 42' 147.7 2101) 94,2 164.9 1]6.3 1 210,0 53-1/8' 771.8 2,0.0 1098 180.7 147.1 GUAM 45' 1AOA 210.0 092 1553 180.0 210-0 19-1/e` 210.0 210.0 1888 210.0 210.0 210.0 _ SC 135.8 210.0 88.6 151.6 1422 210,0 26-1/2" 210.0 210.0 146.4 210.0 210.0 210.0 � n 24' 210-0 210.0 134-0 210.8 It= 210.0 37' 63' 183.7 210.0 117.2 187.5 210.0 210-0 30' 178.8 -2104 112-0 203.1 210.- 210.0 51-1/8` 1563 210.0 99.7 1595 146.9 210.8 114 SNS 114 SMS 3 " 3r 169.8 210.0 107,7 193.8 210M 2100 19-1/8' 210.0 210.0 161.6 210.0 210.0 VOO AT 8'FROM ENDS AT 6'FROM ENDS v 30` 7Y 185.5 210.0 0.3 178.7 2104 2100 26-1/2' 1943 21MO 123.9_ 210.0 2104 2102 ANO 24`OF.MA%, OND 24'OF.MAX. dQ.5 4Y 1N.2 210.0 90.1 1622 176.3 210.0 3r 7Y 752.8 2100 97.5 1758 21010 210.0 s ON 48" 131.3 210.0 83.8 1008 180.0 210.0 53-1/8' 125.3 VON 79.9 143.9 1465 2/0.0 w�:Q IX 54' 124.4 210.0 79.4 142,9 1422 210.0 19-1/8' 210.0 210.0 151.9 210.0 210.0 210.0 Z 24' 210.0 1 210-0 1340 210-0 210A 210-0 26-1/Y 1819 VOID ii6A 20&9 2104 210-0 30' 1753 210.0 111.9 _188.4 210.0 210,0 37' �• 142.1 210.0 903 I 1873 2101) 210.0 32' 7668 2104 106.4 177.4 210.0 210.0 53-1/8' 11&1 2073 735 1322 1462 210-0 9 36' 84' 152.7 210.0 97.5 162.4 210.0 210-0 t� 42' 137.1 210.0 87.5 145.9 17&3 210,0 Z 38' 1200 210.0 80.4 134.0 180.0 21MO 54' 1179 1965 75.2 125.4 1422 210.0 24` 210.0 210.0 134.0 21&0 210.0 2100 30, 1742 210.0 1113 190.6 210-0 210.0 3Y 165.4 21MO 105,5 UNIX 21MG 210.0 aLONCRETE=JD00 P51 36' 96` _1508 210.0 982 164.9 210.0 210.0 BLOCK a 1824 P9 4 I Y WDOD BUCK 42' S34A 210-0 85.8 147-0 1763 210.4 _ I 1/4 IW..ULTRACON OR S/RUCTURES SaL5 CAN ALSO BE LISTA ^iJ4'OtA ItfNK-CON 0 1 e qq 48' 1225 210.0 78.2 134.0 100.0 210.0 WITH OPIIDNAL WA7ERBAR 2 f/2'MIN 1_3/4'MIN.EMBED INTO SC 1,3.6 1948 725 1243 1422 210.0 CONC.OR flLLED BLOCK t 4'O(1)tRTitACON 0R EDGE 01ST. AT C FR6M ENDS AND 1'WN. KWOC-CON 24" 103.8 210.0 117.3 210.0 210.0 210,0 16'OR O O.C.MAX. 1-1/2 MIN.EMBED 0 m 3D' 181.7 210A 96.8 1788 210-0 2100 SEE CHART FUR CAPACITY AT 6"FROM ENDS AND 32" IDB' 108 210.0 91A 170.4 210-0 210.0 76'OR 8'OA.MAIL 36• 130.7 2/000 83.4 154.8 210-0 210.0 TYPICAL INaSTAU ATION QEFAII SEE CIURF FOR CAPACITY 42• it" 210.8 749 1373 1763 310.0 48• 105.0 195.0 67A 124.4 180. 210.0 ON ALL FOUR SIpES/ISINC A6UMINUM AUC o Ngo g 0�8 24" 185.7210.0 119.1 210.0 276-0 210-0 30' 153.6 210.0 9&0 183.0 21OD 210.0 - 32' 120' 1458 2102 928 173.9 2100 270-0 1.270----999y.625 (�906 � --065 $ .° 30' 111.8 210.0 04.1 157.6 210-0 210.0 065 Enpn JAYAD AmMAD PRODUCTR6'VISED 4Y 116.4 210.0 743 1393 1762 210.0 f' mtamp175a9w8hUio-ETOtidA ! t �T 1.125 7x592 BuRdiCade 7 A=7an.�No15-O$IZ.y� k 1 t- .125 -J2 PxpimUou Om4 .903, Product drawing no. ALUMINUM BILK QPTIONAI COVER, 6061-78 6163-Ts .lU : D 2015 0305-04 66( PERFORMANCE VALUES PERFORMANCE VAUD E4� OF ALUMINUM BUCK OF ALUMINUM.BUCK /FF99T INSTALLATION ANCHORS INSTALLATION ATICH RS 4y MINDON DNS. ANCHORS INTO HOLUM BIDCX ANCROSS W]O CONC. AMMON INTO MOOD -DUN DIMS. MWOR3 I-HOIIDE 81ACX 1NCNDR3 IMO TDNO ANC809S DOU WOOD O n 3 CWSTER MVsfER CLUSTER CLUSTER C14STEtt CWSTER CLU9T@t CLUSTER CLUSTER CLUSTER CLUSTER MUSFER CLUSTER CIASIluI=STER'CLUSfm CLVSIER CLUSTER MUSTER CLUST&1 CLUSTER CLXJ R CLHS7t9 CWSTER P40M HFKNT Or 2 OP 4 OFA OF B OP 2 OF{ OF 6 OP 0 OF 2 OF 9 OF B OP B YODIH NDGM OP 2 OP 4 OF B OF 0 OP 2 OF 4 OF B OF 0 OF 2 OF 1 OF 0 DP e Q 24" 893 17&7 210.0 210.0 140.0 210.0 210.0 210.0 120.0 210.0 21D.0 210.0 19-1/8' 2100 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 21DM 21MD 2104 Q6 6 30" 7&0 1559 210.0 210.0 122.2 210.0 210.0 210.0 104-7 2095 210.0 210.0 26-1/2' 210A 21MO 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210-0 210.0 2104 Q r u 3Y 75.4 150.8 210.0 T10.0 118.1 210.0 210.0 210.0 1013 8025 210.0 210.0 37' �• 2104 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210-0 2100 210.0 210-0 Q.BSI 36" 48' 715 1429 210.0 210.0 1120 210.0 210.0 210.0 964 1920 210.0 210.0 53-1/8' 210.0 210.0 210.0 210-0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 21MO a O 42' WI 13&1 200.2 210.0 106.7 21MO 210.0 210.0 91.4 1829 210.0 210.0 19-1/8" 140.1 210.0 i ZOO 210.0 210.0 210.0 210.0 2160 18&2 210.0 210.D 210.0 C� r 48" 67.0 134.0 20t.D 210.0 1054 210.0 210.0 210.0 904 180-0 210. 210.0 26-1/Y -3/8, 1159 210.0 210.0 210.0 181.7 210-0 210.0 210.0 155-7 210-0 210.0 210-0 G �p 54' 67.0 134.0 201.0 21MO 105.0 210.0 210.0 210.0 904 180.0 210M 210.0 37" 105.0 2099 210.0 2104 164.5 210.0 210.0 210.0 141.0 210.0 210D 210.0 m 0 aao 24" 67.0 134.0 2010 210.0 10.5.0 1210.0 2104 210.0 90.0 180.0 210.0 210.0 53-1/8' 104.8 209.6 210.0 210.0 164.3 210-0 210.11 2100 190.8 210.0 210.0 2104 30' 572 1143 171.5 210.0 9&6 179.2 210-0 210.0 76.8 15_3.6 210.0, 210.0 19-1/B" 9&3 195.6 210.0 210D 154.0 210_0 210.0 210.0 1320 210.0 210.0 210D p O ry JY 549 109.6 164.5 210.0 85.9 171.8 2104 210.0 73.6 14].7 210.0 210.0 T6-1/2' So-5 8" 779 1559 210.0 MOO 722.1 210.0 210.0 210-0 101.] 209-0 210-0 210-0 Q ��O 36' 60' 514 102.1 153.1 204.2 60.0 IWO 210.0 210.0 684 137.1 205.7 210-0 3]- / 64.9 129.9 194.6 210.0 IDLO 203.5 210.0 2100 872 174.5 210.0 210.0 J Z f s 42' 47.1 942 t41A 1885 73.8 147.] 210-0 ZOO 633 1269 189.9 210.0 53-1/6' 6112 1205 180.7 210.0 94.4 1B&B 210.0 210.0 609 1619 210.D 2100 48' 0.7 893 134.0' 178.7 70.0 140.0 210.0 210.0 604 120.0 180.0 210.0 79-1/8" 75.5 151-0 210-0 2104 11BA 210-0 210.0 210.0 101.4 2029 210.0 2100 54' 43.3 86b 129.9 173.3 679 135-0 201.6 2t0.0 582 I I1&4 17CS 210.0 26-1/2- 1" 58.5 117.1 175.6 210.0 91.7 INS 210. 210.0 78.6 157.3 210.0 21MO 24' 53.6 107.2 160.8 210.0 64.0 168.0 1 210.0 210.0 7LO 164.0 210.0 210M 37' 46.9 93.8 140.8 1875 733 148.9 210.0 210.0 0 1259 168.9 210.0 ; 30' 45.1 f 903 135A 1005 70.7 1415 210.0 2100 60.5 121.3 1819 210.0 53-1/8- 394 79.7 119.6 INS 625 125-0 187.5 2100 53.6 107.1 160.7 210.0 �. 3Y 47.1 NA 1292 1723 6].5 175.0 MS 210.0 57.9 115.7 173.6 210.0 19-1/8' 6fb 1293 193.8 210.0 1013 202.6 210.0 210.0 86.8 1]3.] 210.0 210-0 M 36' ]2' 39.7 79.4 119.1 166-0 622 124.4 186.7 210-0 53J 106.7 160.0 2111.0 26-1/2' 72 " 49.6 99.2 198.7 198.3 77.7 153-0 I 210.0 2100 66b 177.2 199.8 210-0 0 42' 16.0 72.1 10&1 144.1 _565 1129 169.4 210.0 _4&4 95b 145.2 193.6 37• 79.0 784 117-0 156.0 _61.1 1222 183.3 210.0 ir 524 1049 15].1 209.5 U 48' 33S 87.0 t00S 134-0 524 1054 1575 210.0 45-0 90.0 135-0 160.0 53-i/e' 32.0 64.0 959 1279 50.1 1 1002 150.3 2004 434 859 12&9 1778 O 54' 314 835 953 127.1 49A 995 149.3 199.1 42.] 85.3 126.0 170.7 19-1/8" BD.7 1215 1822 210.0 95.2 190.4 210.0 210-0 81.6 163.2 210.0 210.0 w�Q� 24' 14.7 893 130.0 1]&7 ]OA 140-0 2100 210.0 60.0 120.0 180.0 210.0 26-1/Y 46.4 924 139.2 1&5.7 727 1455 210.0 210.0 627 124.7 187.0 2HXD i 30' 37.3 74.6 111.9 149.1 58.4 1189 173.3 210.0 50.1 100.2 1503 200.3 37' 76' 36.3 726 108.8 145.1 5&9 113.7 1706 210.0 4&] 873 146.2 1949 IA J2' 353 709 108.4 141.9 _SA6 1112 166.8 210.0_ 4].e 953 1429 190.6 SJ-t/8" 29.4 5&8 882 117.8 48.1 92.1 13&2 184.2 793 794 11 4 157.8 (4 0�j J6" 84" 325 65.0 97.5 iTB.9 50.9 i IOTA 152] 207.6 47.6 B]3 130.9 1745 42' 29.2 583 Bi.S 116.7 45.7 91.4 177.1 1629 392 78.4 117.6 156.7 48" 282 53.6 60.4 107.2 420 84.0 126.0 IWO 364 72O 10&0 144.0 `� Z Z&N 54" 25.1 502 75.2 100.3 393 766 117.9 157.2 DJ.7 67.4 101.1 134.7 12 PRE PUNCHED ANCHOR HOLES _- 24' 3&3 76.6 114.9 153.1 60.0 120.0 180.0 210-0 51.4 102.9 1543 205.7 3"T7'. ALL OTHER HOLES O v1 SPACING DRILLED W FIELD N c9 p 33 E{ 30" 31S 63.5 85.7 127.1 494 NS 1493 1 199.1 42.7 653 128.0 170.7 ' - - U CF 1 J2' 30.1 603 90.4 120.6 _47.2 94.5 161.7 169.0 405 81.0 121.5 162.0 I O 36' 96' 213 %.0 823 109.9 43.1 862 129.2 172.3 36.0 73.5 110.8 147.7 42' 24.5 49.0 77S 9&0 78.4 76.8 1152 153.6 32.9 6MS5 98.7 131.] y 48" R23 64,7 67.0 89.3 75.0 ]0.0 105.0 140.0 30. 600 90.0 120-0 CSI 54' 20.7 41.4 62.1 82.9 32S 64X 97.4 129.9 27S 55.7 83.5 1113 SCREWS IN CLUSTER � 24" 33.5 674 WM_ 134.0__ 5_25 IW.0 157__5 210.0 464 90.0_ 135.0 100.0 1X4 MUWON o .^. SEE SHL'B OF 17 3 0" 21.7 553 81.0 110.7 43.4 86.7 130.1 177.4 37.2 743 1115 148.6 oil a�N J2' 108- 262 52.4 78.7 104.9 41.1 82.2 123.3 1643 352 70.4 105.] 140.9 b..E ]8' 13.8 N.6 7I.5 953 373 74.7 1120 1493 720 84.0 96. 128. i - v�q a g 42' 21.1 42.2 63.4 84.5 33.1 66.2 994 1324 VIA 56.7 85.1 1135 48' 19.1 383 57.4 70.6 30.0 60.0 90.0 120.0 25.7 51.4 77.1 102.9 24' 294 59.6 89.3 119.1 4&7 973 140.0 189.7 40.0 80.0 120.0 160.0 amu =n 30' 21.5 49.0 ]J.5 9&0 3&4 764 115.2 157.6 729 654 98.7 131.7 I -1_T 5 327 120' _272 1&4 I 69.6 82.0 JW 727 109.0 145.4 71.2 623 833 124.82. m O u o u 36' 21.0 42.0 67.1 84.1 729 65.9 988 131X 242 56.5 84.7 1119 0 42" t8b 37.1 55.7 74.3 29.1 58.2 673 116.4 24.9 49.9 74.e ss.7 ANCHORS MIN. EDGE DIST. =2-1/2 IN. ANCHORS AT _ EOBO AVX)MIDAO PRODDCIUEVIS® ALUMINUM RUCK FRAMING W `' W� FLl EE�70592 WYinB wish the FlaAeA u 1 (AT MULLION ENDS) cwN 6 ulnieme C9ea p'} I s; LUSTER OF 2"4" )OR 8 ANCHORS Accim'-eNO 13"0912• (SEE CHARTS ABOVE).ALL OTHER BUCK a 1lef0n DWO ANCHORS AS PER SHEET 9. FOR WINDOW ANCHORING TO (CLUSTER OF 8 BEING SHOWN) 13 PmSal drawing no. ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED WITH L 2015 W05-04 SPACED AS PER SHEETS 7 & 8. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REOUIRED. sheet 10 of 10