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Product Approval
ST.LUCIE COUNTY BUILDLNG DIVISION : REVIEWED FOR C , LIANCE REVIEWED 1ZY DATE ^ MIAMI.DADE PLANS ANb P19RNUT MUST BE nP oN SOB 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)3152599 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 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"36Q"amm i!j um Siii goluiig W�-TORMM 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 05/05115, 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 MAMI•DADE COUNTY Expiration Date: May 05,2020 � t Approval Date: September 03,2015 / 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 AI-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 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 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. 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 (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 NOA No. 081208.06) 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 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) :JjA?Mjx�QV;;,, / Manuel Pere Product Control Ex min NOA No. 15-6W07 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-5"Edition(2014),and of no financial interest, dated July 16,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Alunad,P.E. (Submitted under previous NOA No. ,Id-0822.11) 2. Laboratory compliance letters for Test Report No. RTL-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 tinder 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 Perpi,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 CUSS TYPES 1 &2. to V I((I SEE SHEETS 3&4 FOR CAPACITIES. L ft 1/2"(tYP.(longe) tt t0 17 t T 12 1B O 3 .............. Operable Sosh Bet G 9 iD Installation Screws 01 p Fi iI88. iO 2 I GXI A - (Refer to sheets p 5. 6 &%for C 1 G tq n spacing information) 0. d ° '" VRndow tWdlh O 6 Q�i o (t"T-- sox cox m N / LL3. o3,ra {,)B Jl max. mor. m8C 20 21 J Daylight Daylight O J g DYP) Dn) 3 g/16" Opng. Opng. 3 9/76" <w � 0 0 Pq SEE SMEETB x t r0R ERw55 aPlpnS Window Width_--- Window Widthx N <aPlrr o0 �E S.,fIlce r If J INSTRUCTIONS FOR USING CAPACITY CHARTS: MDn)`ns— eo DI q g / (n D STEP 1 It A GIVE W THE REOUIRW DESIGN PRESSURES FOR 3 0 n A GIVEN WINDOW OPENING. t s It SEP 2 DETERMINE THE CAPACITY OF THE WINDOW Z W M a SlZE/CONFlGURATON/CUSS TYPE FROM CHARTS ON _ \ - SHEETS 3 AND 4. ,a b N o w O d 2 t $ STEP 3 DETENdINC THE ANCHOR CAPACITY FROM SHEET 7 ^J_ E/1 N m O N FOR SINGLE OPDlNGS.APPLICABLE TD ANCHORS TYPE '> �+ M j A.B OR C SHORN ON SHEETS 5 AND 6. o 3 M 1 # v STEP 4 IF ALUMINUM SUCKS ARE USED,VERIFY THE BUCK JUL� a Z_Z�a INSTALLATION CAPACITY FROM SHEET D. n 3 0 STEP MR UNCLIPPED DIJEFIMINE B ' MUWON//MLWCN ANCHORS CAPACITY FOR Xs TUBE 'WON FROM CHARTS ON SHEET B. m STEP 6 IF ALUMINUM BUCKS ARE USED DETERMINE NBUCK SH p ANCHORING RWUNEIIEN75 FROM CHARTS ON SHEET 10. (optana0 5 (q) eE INE LOWEST UAL OR VALUE APPLY TO THE DESIGN AND MUST EQUAL OR FROM THE REQUIRED DESIGN 3 5 I T <OPlionr0 (RrR°Dm) PRESSlIRL9 OBTAINED FROM 51EP 1. i e. B e A<O7 Typical Elevotion o_i y" SERIFS'360'ALUMINUM S)�1()I.S HUNG WINDOW la u° APPROVAL AFPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS v a a OF SH./S.H.OR SIN HUNG WITH OTHER WLWI-CAOE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. -- LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL O t WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. B SHUTTERS ARE NOT REQUIRED. II T2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED 7D COMPLY WRAP THE \ L-1 btt REQUIREMENTS OF THE FLORIDA BNLOING CODE INCLUDNG HIGH VELOCITY O Too—) HURRICANE ZONE(WH2). Bat WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TAPNSfiR 1'RODI7�R6V15'ID q $ (apcana7 LOADS TO THE STRUCTURE. UulWe'IN Uq Florid. Ener.UVMNWAD S CIVIL ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETNIS.ANCHORS AccrP...N° -0 1 -1) FLA t ex I I EMBEDMENT TO 615E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. nVon Ih535 1, le 1, a. a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By ^ aj NOT PART OF THIS APPROVAL Mimli sdr T'nx(utl v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. It �,{ S drawing no. Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptors MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Can not be wed with lock type © COME INTO ODNTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE rr05-04 NWUIREMENTS OF THE FLORIDA BLDG.CODE Sheat 1 of 1D FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A,4 AND 4A. U SEE SHEETS 3A&4A FOR CAPACITIES. ro4ft 1. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE �n O O D GLASS TYPES. C 1 ti 17 16 12 15 Qar o 6� ds Qu Il. aPrroem sesn!wow = InstolloGon Screws 6 $ B (Refer to sheets O 4 5, 6 &7 for p G _ spocing informolion) n m 1 O 19 18 Window Width ;a a H L ? 4 Q�mK _ O Ov 6� Q 603 a xle rior ax.� I c Qw:7Ec 20 21 Daylight I r---- � Om) 3 ts" _ Opening 3 1 t6" c E 4 sac suns 3A a.A Fox uws avlays Window Width J 0 n � Surlace Applied d -: `� c'� CC M nLns(OptionoQ � C, A 0 N o T 2JUL 1 rr+ 3NM'u 0 0 03 n 300 Glazing at Insulated Laminated 9 L I til o°o (opco�wl) I 3 S e A Typical Elevation OW W — m dl g S i%ua O 1 e O 2 [-2 a$o88 a § 631 FF pnw�) Engr.�tAVAD ANNAp PRDDUGT RbV166D � ffrLL plyingwiNNCFIaMa 1 M PEI]0592 BWWiog Code _OC12.O o I CAN.353!1 AaeFlavm Nn . o �.Lh 4i Stondard 12 Psf Sill Optional 15 PSF Woler Bar Adoptor L p2fl15 'dePjpdi°�"' drawing no. Con nal be used with lock type © WOS-04 sheet TA 0110 —. �4. Z n 3I C9 0 OG a I 0o a cd<;� 0gtr, ya,��90 CE IOU Bill of Materials J 1 ITEM PART @ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS g 1 W23201NG AS RE_OD._ WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL ? In01, n 2 CGI-612P AS REO_D. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 0. 3 0146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY H 4 N/A AS READ. GLAZING GLASS VARIES ' 5 N/A 1 COMPLETE SCREEN ALUM/MESH CGI-615C COMBINATION EGRESS LOCK AND LIFT/PULL ZINC CUSTOM CASTING 1 ®WOWS. 28"WIDE&SMALLER Z O 3M n 6 &616C 1 OR 2 ATTACHED W/(2)#8 X 5/8"FH SMS 2 0 WOWS. OVER 28"WIDE A30700& OPTIONAL SWEEP LOCK& KEEPER (replaces 1 ®WDWS. 28"NIDE&SMALLER aI(70 7 C30705 I OR 2 item 6)ATTACHED W/(4) 06 K 5/8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WOWS. OVER 28"WIDE Di V�� 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WOWS.28"WIDE&SMALLER _ 2®WDWS.OVER 28"WIDE 9 CG_I-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING =y 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 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS h 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT rsnnucrsiv lhscOFlmb g=_ _ PYi"9�� .__ _ npcccPPi'M — _ 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING - 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING s 17 GI fi 20C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHESS TO R Mi- W 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES _ 010 X 1 1/4"PH SMS(2 PER CORNER) c—� 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES 010 X 1 1/4"PH SMS(2 PER CORNER)_ Eq..—V♦sW 20 CGI-382V AS REOD. VINYL BULB PJC PROTOTYPE PLASTIC EXTRUSIONS rnE e 21 VARIES AS REOD. STUCTURAL SILICONE SILICONE 3 SILICONES GE-1200,GE-2000,&DOW 995 COMBINATION EGRESS WB LOCK&UFT/PULL CUSTOM CASTING 1 ®WOWS.28"WIDE&SMALLER _ 5 22 CGI-632 1 OR 2 ZINC ATTACHED W/(2)#8 X 5/8"FH SMS (FOR USE WITH WATERBAR) 2®WDWS. OVER 28"WIDE (. 0 2015 drawing no. 23 - 2/UTE SETTING BLOCKS JEPDM - OUROMEIER 85t5 SHORE A W05-04 sheet 2 of 10 3.572--1 F�-3.597 Ice V o I I 02 o oa a� 1 .060 1 09 e3 i 3.452 OG c 600-Frame Head 601-Frame Sill 602-Frame Jomb 02 N 6063_76 6063-T6 6063-T6 a K 0 I-1.3z6 f-1.701-- VENT SHAPES FOR GLASS TYPES 1 & 2 C v7 a IYI _ m 3� J1.520 LL J- 7 618 L _ n 090 L rur 21.701 I �A72-I 3 I 604-Horiz. Roil 605-Fxed Intick. O6-Moving Intick 607-Sde Reil 609-Glzg. Beod � � fi063-TG 6063-T6 ___ 6063-T6 z O Iwe zVENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A o G -I -1.J26= 1.326- F—..Uea:08a N a IT"� zz zz N m 1 A70 I 1.777 V h^m 1.632 2507 2010 .10 1 256 636 3 Z 4 I iI�I O 22.507 •08D 3.134 1.326 I..I .062 — 1 It—I' .940 �0 —1 O Lt.957J .070 � � 502 950 957 1.701— —1.656--1 629-Glzg. Beod 630--Glzg. Beod N 625-Horiz.Roil 626-Fixed Intick. 627-Moving Intick 628=Sitle Rail 60s3-T6 6063-T6 o X n fi063-T6 - 6063-T6 6063-T6 For GI°u Types 4&4A For Gloss Types 3& .135 .325--1 ° 'z 1.094 �=3 n aqa °as 3A55 O .075 U2..DAVM ARYlD PROD=PxV16ED MIL nrs p1Yin8erirhYn Florida M PE/70592 A—pm..N l N.J536 Acceptance Nu 1"512.0 Z.oLl `� I I imllon Dak � o � e 5 375-H OY L 0 2015 Mien mePmauct drawing n°. 811-Wotcrbar 631-Ylaterbar W05-04 6063-TS 6063-TS sheet 2A of 10 1/8"Ann.Glass 1/8'HS Gloss (� v .090'Interlayer 1190'Inferloyer `.�� vl S..byGlae Senhyclas a By'Kuromy America.Inc.' By'K-my Amen".Inc Z 9 3 Supplemental Test Results for: Q .075"mteAwer .o75'Inlenay,r 1: Salk.CP cam PET Com sone.CP`with PET Com Air Infiltration - Water Leakage Resistance - Forced Entry P n fly'Eos4non Chomical Co: By'Eastman Chemical Cl.- G i .100•Inlenoyer Ica•Interl9Yer Test Type and Method Results F g _sane.HP Clear or CW.r Glass -sone.HP clear or Color cross By'Eastman ehemiaal Co.' I By'Eastman Chemical Co.' Air Infiltration Test(ASTM-E7.83) T Q;G m 1/8"Ann. Glass m1 1/8"HS Glass ®1.57 psf pressure differential PASSED(.044 C.F./(din/Sq FL) V x 0 6.24 psf pressure differential PASSED(.076 C.F./6fin/Sq Ft j Q, w Silicone o Silicone Q a¢ag "ll GE-1200 GE-1200 Water Leakage Test(ASTM-E331) No leakage allowed Q e. o tq d l GE-2000 c GE-2000 m o N DOW-995 DOW-995 without wolerbar vtlaptar PASSED®12.0 PSF It with woterbar adaptor PASSED®15.0 PSF LL i N !� At 7/4 Points On Utes Al 1/4 Points On Liles .1 D ul VA.,mon 36' vfider Than 36" Forced Entry Resistance test PASSED Q w F Gloss Type ")" Glass Type "2" (ASTM 1-558&Grad.10) o 5/16"Nominal Glass 5/16"Nominal Glass Annealed/Annealed HS/HS EQUAL LITES WINDOWS EQUAL LITES 'WINDOWS EQUAL LITES IYINDOWS i 3 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF width 1 Be N n WINDOW DIMS. GLASS TYPE'L'GLASS TYPE'2' WINDOW DIMS.IGLASS TYPE'I'CLASS TYPE'2' [26-1/" DOW DIMS. GLASS TYPE-I'GLASS TYPE'2' VANN HEIGHT EM.(+)INT.(-)EXT.(+)INT.(-) WIDTH HEIGHT Ela.(+)INT.(-)EXT.(+)1M.(-) TH HEIGHT EXT.(+)INT.(-)DT.(+)ANI.(-) x O W 24' 100-0 210.0 100.0 210.0 24' 100-0 161.9 IOD.O 210.0 /e' 100.0 210.0 100.0 210.0 _ w 30' 100.0 210.0 100.0 210-0 JO' 100-0 1188 100.0 120__0 /2' 26, 100.0 210.0 100.0 210.0 a ? N 32' 100.0 210.0 IOOA 210_0 32 100.0 111.9 100.0 120.0 ' 100.0 210.0 100.0 3. 210.0 I N J6' 46' IOD.O 180.0 100.0 2111.0 76' 96' 100.0 101.5 1110-0 120.0 /B' 100.0 171.1 100.0 210.0 pr W -.O Nh m 4y 100.0 144.0 100-0 210.0 42' 65,4 05.4 IOOA 120.0 /8' 100.0 210.0 IDDA 210.0 O t -II O 3 m 48' 100.0 120.0 100.0 200.0 48' ]6.2 ]62 100.0 120.0 /2' 100.0 210.0 100.0 210.0 54' 100.0 1029 100.0 171.4 54 60.9 68.9 100.0 12x.0 ' 100.0 197.2 100.0 210.0 W _"M n 24' Ioo O 210.0 100.0 2100 24' 160.0 142.4 100.0 210.0 /8' 100.0 1124.1 100.0 206.9 r 30' 1GOA 199.7 100.0 210.0 30' 100.0 1022 100.0 1200. /8' 100.0 210.0 100.0 210.0 h U E r 32' 100.0 190.3 100.0 210.0 32' 106" 94.9 94.9 100.0 120.0 /Y5D-S/e' 100.0210.0 100.0 210.036' 60• lOD.O 164.3 100.0 210.0 36' 05.9 85.9 100.0 1.a ' 100.0 168.3 WILD 210.0q2' 160.0 120.0 100.0 210.0 42' 75.3 752 100.0 120.0 /e" 100.0 101.2 100.0 166.7G100.0 104.7 IOOA 120.0 48' 60.6 66.6 1(10.0 120.0 /0' 100.0 _210.0 100.0 210-0sH 5468.6 886 100.0 120.0 24' 100.0 IND 100.0 120.0 1/Y 100.0 207.5 1000 210.62e 100.0 201.1 IWO 210. 30' 90.7 90.7 100.0 1 .0 ' 100.0 154.9 100.0 210.030' 1000 1621 1000 2100 32 120' 03.6 SIX IODA 120.0 1/8' 88.1 681 too.. 120.032' 100.0 167.6 100.0 210.0 36' 75.9 75.9 100.0 120.0 /S' 100.0 210.0 100.0 210.0 9 G 36' 72' 100.0 150.] 100.0 210.0 42' fi6.4 66.4 100.0 120.0 26-1/2' 72, 160.0 101.5 loom 210.0 PRODUCT REVISED amplying.dm OwFtadmq 42' 100.0 120.0 100.0 IM.0 3Y 100.0 146.8 100.0 210.0 BaiWi9g Cude 53_1 8 82.0 82.0 100.0 120.0 Aax'nlanx No)5'�S) .o „ qB' 96.0 96.0 100.0 120.0 /� lion Daze Rl 54• 80.0 1 80.0 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 _ 24' 100.0 179.1 100.0 21010 26-1/2' 76 100.0 171.4 100.0 210.0 Mian Dode Pmdun 30' 100.0 143.4 100.0 210.0 37 100.0 136.6 100.0 210-0 jj3-1n SZ' ICOM 1354 IGOD 210.0 53 /8' 800 80.0 100.0 1200 36' 84' 1000 120M 100.0 120.0 En9r.v.A-0 42' 160.0 106.1 100-0 120.0 =FIA PE ]0592 85.6 85.6 100.0 120.0 All values shown are Design PSF(Pounds per Square Foot) a54' 74.6 74.8 WILD 120.0 NOTE: VALUES FOR EXTERIOR LOADS(+)SHOWN AREGLASS CAPACRIES ON THIS SHEET ARE FOR SILL WITH WATERBAR ADAPTERI]ASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITHOUT WATERBAR ADAPTER J 0 2015AND FLORIDABUUING COMMISSION LIMIT EXTERIOR(+) LOADS TO 80.0 PSF DECLARATORY STATEMENT DCAO5-OEC-219 0' .090'lnlerloyef t II tYAryG1o9 6 Y p GOTS: rBY'X.-F.,rAmcrian.Inc.' Dy'Kuraray Americo,Inc.' TI I GLASS CAPACITIES ON TW5 SHEET ARE BASED ON ASTM E1390-09(3 SEC.GUSTS) .075"loterlayer 075'tntarbyer 'n AN DECLARATORY FLORIDABun.4wc wMxnssl0x 3/16" HS SoloK GP urea PET core 3/16"AN some.CP with PET Can OECLALORIDA STATEMENT O ISSIO E0.-219 By'Enslman Chemical Co.' By'Eastman Chemical Co.' 0 �y� O r Solo IHP e1 er IDD intorloya r+ So lox HP Clear 0.r Color at... L SaOex HP Clear or Color Gloss r 5 ivv a By Eoslmon Chemical Co.' By'&o irn v,Chemical Co' 3 EQUAL LITES WINDOWS 4�u DESIGN LOAD CAPACITY-ASP ric 3/16" HS 3/16"ANN 6 IT WINDOW DIMS. GUM TYPE 9` USS TYPE'3X GUSS TYPE'd' USS TYPE'410 5740na Sfieane GE-1200 GE--1200 1 1�- vlolx xOclW EXr.(+)IW.(-)Exr.(+)INT.(-)Exr{+)1HL(-)SKr.(+)INT(-) a a GE-2000 GE-200p 24' 100-0 2740 100.0 270-0 100-0 210D 100.0 21MG 0000-995 DOW-995 09 30' 100.0 210.0 100.0 210.0 SODA 210.0 100.0 210.0 At 1/4 Points On Litex Al 1/4 Points On Lues 0 LL 4 32' 100.0 210.0 100.0 210.0 100.0 21x4 112RX 210.4 Gloss Type "3" wider Than 36` Glass Type ""39 23 Wider Than 36' 0 f`�3y t,o«t 36' 48' 100.0 210-_0 100.0 210.0 100A 210.0 100.0 208.2 / 090`Won." 990'Intal yer I7� 42` 100.0 210.0 100-0 274-0 OO 210A 1000 1759 1f8a HS SadryGlas 1/8"ANN Simbya.. ThinJ!, 48' 1x0.0 2000 100.0 200-0 TOOT 200.0 _100.0 158.6 8y Kunroy nam--,Inc.' By Kurany Americo.Ina' 54' IOD.O 171.4 7ODA 171.4 740.0 171.4 100-0 1395 3/8"Air Space .075^interlayaf 3/8"Air Space 075'IntorWyar S.O.CP MTh PET Can S9llex CP With PET Core 24' 100.0 270.0 100.0 210.0 104.0 210.0 100.0 210.0 1/8" FIS By'Eastman Chnmlaal Co: 1/8"ANN By'Eastman Chemlcoi Co.' W' 100.0IN x0 214.0 140.0 210.0 100.0 7.10.0 .IO4'on.apy IW interfyer32' 1000 0.0 210.0 100.0 210.0 100-0 2022 Salex xP Clem or Color Glass SOflcx HP Clear or Color Gloss16' 6U' 700.0ook 210.0 ID0.0 210.0 100.0 174.5 By'Sostman Chemirol Ca' By'Soshmn Chemical Co.'XL E4GE RDILER XL EDGE SPACER4z' 100.0 .0 210.0. mna 210.0 100.0 153.8 sr.srEEL er'GAROIGAC 1/8'" HS - 1/8"ANN msr.stEEi Bv'cARDINAL' .;v 4-100.000.0 120.0 100-0 120.0 100.0 120.0 OURASEA.B'f OUAFE%�' Silicone OR SiliconeO yj54' 100.000.0 120.0 100.0 120.0 100.0 1063 0R GE-1200 OURASEAI.BY'QUANEX' GE-1200 s 0w 24' 100.000.0 210.0 IODA 210.0 100.0 210.0 SUPER SPACER B'Y'QUANEK' GE-2000 SUPER SPACER EY'At1AtSEX' GE-2000 I,pOW-995 DOW-99530' 500-0ObA 210-0 100-0 21010 /0010 172.2 i 2 At 1/4 Points All Sires 23 At 1/4 Points All Sizes N gg 32' 100.0 210.0 100.0 191.2 100.0 210.0 100.0 178-0 Gloss Type "At" Gloss Type "410" to r u'q 36' 72" 100.4 210.0 10ao 198.4 te0.0 210.0 100.0 42' 100.0 120.0 100.0 120.0 100,0 120.0 100.0 720.0 EQUAL L1TES WINDOW$ width t 0�+ 6i 48' 100.0 1 120.0 1 I0a4 120.0 100.0 720.0 100.0 foss DESIGN LOAD CAPACITY-PSF Z Z 54' 100.0 7211-0 100.0 120.0 100.0 120.0 90.5 905 WINDOW DIMS. GUSS TYPE'8'GL&SDT TYPE'W GLASS TYPE'a"GLASS TYPE'4A' 24• 100.0 210.0 1040 210.0 100.0 210.0 100.0 190.2 MOTH H..Hi ExrX+)INT.(-)Dar-{)lut.(-)EXT.(+)HIT.(-)EKT.(+)1NL(-) 30' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 152.3 19-1/B' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 R" 32' 100.0 210.0 100-0 210.0 loeo 210.0 TOO-0 143.7 26-1/2` IGoA 2t0.o 100.0 WILD 140.0 210.0 some 270-0 ¢1111 26 W 36' Bio TW.a 120.0 100.0 120.0. 100-0 120.0 100.0 120.0 37` 100-0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 �O� 42' 1400 720.0 104-0 720-0 Toad 220.0 100.0 1127 53-158' TWA 220-0 IW.o 210.0 700.4 210.0 104.0 210.0 48' 100-0 12010 100-0 120-0 100-0 /2010 909 909 100.0 2104 TWA 210-0_ IOOD 210-0 100.0 210A -Ci- 54" Q " 54' 100.0 120.0 100.0 120.0 100.0 120.0 Bae 846 26-I/2'38-3js' 100.0 210.0 100.4 210.0 1004 210.0 10G.O 210.0 24' 100.0 210.0 100.0 210.0 1004 210.0 100.0 172.0 37• 100.0 210.0 100.0 210.0 100.0 210.0 100-0 210.0 Z D♦? 30' 100.0 120.0 100.0 120.0 TWA 120.0 100.0 120.0 53-1/8' 100.0 200.9 100.0 206.9 100.0 206.9 100.0 206.9 e E 3Y IOOA 120.0 700.0 120-0 100-0 120.0 100.0 118-0 19-1/B' 100.0 210.0 100.0 219.0 100.0 210.0 100.0 210.0 m i a K 36' 960 700.0 120.0 lOOA 120.0 f00A 120.0 100-0 107.8 26-1/2'So-Sj&' 100.0 210.0 100.0 210.0 100.0 210.0_ 7W.d 210-0 Equal lite Window - 42' WILD 120.0 SODA 120-0 i0A 120.0 90.8 90.8 37' 100.0 210.0 100.0 210.0 100.0 210.0 MILD 193.1 46' 700.0 120.0 100.0 120.0 look 120.0 00.9 80.9 53-1/e` 100.0 168.7 Moo 160.7 100.0 168.7 100.0 131,7 All values shown ore Design PSF(Pounds per Square Foot) a=moa 54' 100.0 120.0 /WA 112.6 140.0 120.0 73.2 732 i9-i/e` 100.0 210.4 )OD.0 210.0 TWA 21010 100-0 270.0 VALUES FOR EXTERIOR LAAOS(+) SHOWN ARE 24' 100.0 210.0 100.0 210.0 1004 210.0 100.0 151.2 26-1/2' 63' 100,0 210A 104.0 2f4.o 100.0 210.0 100.0 210.0 FOR SILL WITH WATERBAR ADAPTER 8 G a 30' TWA 120-0 100.0 1240 100.0 170;0 100.0_ IS-1 37' TWA 210-0 100.0 191.4 100.0 210.0_ TW.O 177.6 FOR WINDOWS liiTHOUT WAIERBAR ADAPTER '� v 327 IDB, 100.0 120.0 IW.O 120.9 100.0 120.0 IW.0 100.0 53-tfe 100.0 12OU 100.0 120.0 100.0 120A IOaO w4.5 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF ut 36' 100-0 12x0 590.0 I2o.0 1440 120.6 912 912 t9-t/8' 700.0 210.0 140.0 210.0 100-0 274.6 1000 210.0 Em9a dAVAO AHid7Ai T 42' Tolle 120.0 100.0 120.0 100A 120.0 _80.0 80.0 26-1/2' 72' 100.0 210.0 IW.O 210.0 1010 210.0 100.0 192.9 PRODUCTReYL98U M %L 70592 48' 100.0 120-0 TWA 112.2 100.0 120.0 729 229 37" 700.0 21x0 100.0 1965 700.0 2740 1009 156.0 os 4gAY1.goeh eo Plana 3538 0 1 a �'. IIuiWia6Co4e ,f 24' 100-0 120-0 TWA 1204 100-0 120-0 100-0 120-0 53-1/e' 100-0 12dA 100.0 120-0 100-0 120-0 944 9410 Aaaplantt too{ `�5)�.� Tp 30' 100.0 120.0 100.0 120.0 100-0 120.0 96.4 95.4 f8-i/8' WIG 2MO 100.0 210.0 1044 210.6 TWA 210.0 � �iOp DAe 3z' 120' 100.0 120.0 100.0 120.0 1GOA 120-0 8810 aa8 26-1/2' 76' 100.0 210.0 100.0 214.0 100.0 210.0 100.0 182.1 Oy JU 0 2015 rdrawing no. 36' 100.0 120.0 100.0 170.0 IOOG 120.0 80.6_ 80.5 37' 100.0 210.0 100.0 7948 140.4 210-0 100.4 14s.I W05'-04 42' 100.0 120.0 100.0 114,1 TOGA 120.0 7010 20.6 Tr.7-4/8' 100.0 1204 lobo 120.0 100.0 120.0 8Bd 88.1 M (sheet310 of 1 D 1/8"Ann.Glass 1/8"HS Gloss <7 V.0911`Ink I.Yer .DSV InleHayer .,4 . SantryGtas By'Xuraray America,Inc.' By'Eurar4y America,Inc; Supplemental Test Results for: 2 San.ated.7er o7s dkdayer 0 SaNad ce YAih PLT cue SaNez CP tY,ttl PEf care Air Infiltration -Water Lenkage Resistonee- Forced Entry F Ei d By'Eastman Chemical Co.' By'Eastman Clwmicol Co.' 6(a Test Type and Method ResultsS. (� s .100'rnwrao}y�eerr .tab•MicaPC%f r yp By'E HP poor a Color Glass By HP pear or Ca1ar Glass By'Eastman chemiaol Co.' 6Y''Emlman Chemievl Co: IL Air infiltration Test(ASTM-E283) o m 1/8"Ann,Glass i5 -1/8"HS Glass 0 1.57 pst pressure differential PASSED(.044 C.F./Min/Sq Fl) Q G °ay m w 0 024 psf pressum differential PASSED{.076 C.F.j Lin j Sq Ft) a Silicone ° - Silicone Ca GE-1200 U GE-1200 Water Leakage Test(ASTM-E331) No leakage allowed C 'Egg GE-2000 c GE-2000 without wMerhar adaptor PASSED 72,0 PSF 0 m m o DOW-995 5 DOW-995 with-hub.,adopt., PASSED W 15.0 PSF lq( H G 23 N er Pa'sd4 iM Uks At Wider T Paints On Cites - Q YAaer Than J8' YrAer Than 36' F.raed Entry Resistance test PASSED Q w �( Gloss Type "I" Glass Type "2" (ASIM F588 aR sista e I F 5/16" Nominal Gloss 5/16"Nominal Gloss -------- ��� Annealed/Annealed HS/HS UNEQUAL LITES WINDOWS (ORIEL) UNEQUAL L1TES WINDOW (ORIEL.) n DESIGN LOAD CAPACITY'-PSF DESIGN LOAD CAPACITY-PSP °1 141NDOA DISCS. TOP VENT GLASS TYPE'I'GLASS TYPE'2' ITINDOIT DIMS. OP VEN1 GLASS TYPE'I'GLASS TYPE'2' z, R MOTH HEIGHT HaGHT EXT.(+)WIT.(-)EXT.(.)1M.(-) 10H HEIGIIT HEIGHT W..(+)iNT.(-)EM.(+)INT.(-) 0. 4 24' fx 100.0 161.9 100.0 210.0 19-1/0' 100.0 210.0 700.0 210.0 N 30" ta0.0 t18µ_6 100.0 120.0 26-112" 96' {8• 100.0 1385 100.0 210.0 H °� 32' 1OOA 111,9 100.0 120.0 37' 49.5 99.3 100.0 120.0 3s• ( .) 49' 10ao lnls 1110-0 ""a 69.8 69.6 100.0 t20.O I O Nn n 12` 614 85.4 100.0 120.0 19-f/8' 100.0 210.0 WILD VITO Z Z-I 48' 762 782 1000 1200 26-1/2' ]OB' se fCGG 120.0 1GOA /200 51" 68.9 68.9 100.0 120.0 37' Z.) 830 53.6 1100.0 120.0 _p 24' ]00.0 142.4 100.0 210.0 59-1/8 100.0 2180 100.0 210.0 PttDDUCL DDYiSDO LTO mromd�vE•cimmaWad&1 Ly�� 36• 100.0 10z.z ro0.a 120.0 26-1/2' 120• 6o' 100.0 106.6 IOD.0 120.0 6,a1ai46O^'ta t2.D 32- 9+.9 94.9 /w.0 -i2 3r 3r (Icut.) 73.7 73.7 100.0 12Ok ,,,.,�lk,l5•a9 36` t .) 54' 65.9 85.9 100.0 120.0 14-1/0' 100.0 210.0 106.0 210.0 i.nDdtb 42" 75.3 75.3 100.0 120.0 26-1/2' 120' 66" 99.5 NA 140.0 t20.0 Dy 48' 68.6 68.6 100.0 120.0 3r ( ') 65.7 65.7 100.0 120.0 Main de i'ra6del i' 24' SODA 120.0 100.9 1200 i9-ff8' 120- T2. 100.0 210.0 100.0 210.0 ''a�,'ti 30" 90.7 90.7 100.0 120.0 26-1/2' (MAX.) 93.9 13A 100.0 120.0 VALUES FOR EXTERIOR LOADS(+)SHOVIN ARE -W e 9- 32' 120' 6G' 630 00.6 100.0 120.0 19-1/8• i20" 78" 1000 120.0 1004 120.0 FOR SILL WITH WATERBAR ADAPTER c�'��33 36" ( ) 75.0 75.9 100.0 lz6.o x6-712 (MAXJ ee.0 ee.a 100.0 lzn.o FOR WihiDOi'15 WITHOUT WATERBAR ADAPTER W 66.4 66.4 100.0 120.6 is-1/e' lam. 100.0 120.0 700.0 120.0 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 24• 100.0 120.0 t00.0 120.0 26-1I2' (MAX) 84" 79.8 790 100.0 120.0 WI, .,Wit; z 30' 81.7 67.7 10011 1200 width 81.7 120' 6632• {NA}L) 77.7 77.7 400.0 120.0 36• 67.4 67.4 100.0 120.0 b 24' 100.0113.6 to" 120.0 NOTE, JO' 77.1 77.1 100.0 120.0 GLASS CAPACTIIES ON THIS SHEET ARE rn Top Vent 120` 72' BASED ON AM E1300-D9(3 SEC.GUSTS) io g 32' (NAI,) 70.1 70.1 500.0 120.0 AND FLORIDA ITUILDNG COMMSSSWN L :2 Ena,-0 AtfuAD 36" 60.3 60.3 100.0 120.0 DECIAMTORY STATEMENT DCAOS-DEC-219 Wt. r 24' look t20.O SOOA 120.0p CPE 70692 � riAN. 53d 30" 120' 1' _71,2 712 100.0 120.0 This Lite must beu b 0 32" ( ') 63.8 630 100.0 120.0 Equa!to o,smo9ar ih.,a the lap L'da 100.0 120.0 100.0 120.0 drawing na. J9' (IMAX.) 94' 66.6 66.6 100.0 120.0 4A31015, All values shown are Ocsign PSF(Pounds per square Foot) Unequal ute Window sheet q oft .090^Interlayer .090•Interlayer I 1 Sen SkAN dGlas Is V By•K,Wa America,Inc.' emy AmeriN•Inc' 119! W 1 WS•Inlerlayer Interlayer 3/16" HS Se,I.CP VRIT PEI Core 3/16cP with PEI Core Z m By'Ecstma,Chemical Co.' shnon Chemica Ca' 0 ' .100'Intedayer InterlayerSallez I1P pear or Color Gloss HP Clear ar Color 61assUyCemical Ca.' stman Chemical Co.'A. 3/16" HS3/16"ANN CSilicone Silicone 0 tGE-1200GE-1200 0.GE-2000GE-2000DOW-995DOW-995NOTE43 Al t/4 Polnh On ales 1/4 Points On Wes L etGLASS CAPACITIES ON THIS SHEEP ARE Glass Type "3" v6aer loan 36' GlDss Type 3Aer Tnan 36' 0 m z BASED ON ASTM E1300-M(3 SEC.OUSTS) a ; o AND FLORIDA BUILDING COMUSSOH .090'Inlenayer .090'Intedayer _ DECLARATORY STATEMENT OCA05-OEC-219 1/8" HS SenlryGlas 1/8"ANN SanlryGlas �'3m ffiI By'Kuraroy America,Inc.' By'Kuraroy America.Inc.' Q t�81JDOA NEQUAL LI'fE5 }YINDO}gS (ORIEL) 3/8" Air Space .075•Interlayer 3 8" Air Space_ 075'Inteeayer SaOex CP With PLT Core / P SaOex[P WRh PET Care DESIGN TOAD CAPACITY-PSP 1/8" HS By'Castmea Chemical Co.' 1/8"ANN By'Eastman Chemical CO.' TIME. y Y CIA59 TYPE'9' LABS TYPE'OA'rfA55 TYPE'd' LASS TYPE'4A' 106'Interlayer 10ie IntelayerSell.KP Clear ar Color GlassSaRv HP Cle-r"r Color G a s T HT FM.(+)IM.(-)ETD.(+)1M.(-)Da.(+)1M.(-)E%L(+)IM.(-) By'Eastman Chemical Co.' By Estman Chemkal Ca.'100.0 210.0 100.0 210.0 100.0 210.0 100.0 1720 xL EDGE SPACER %L EDGE SPACER to100.0 120.0 100.0 120.0 100.0 1200 1000 1200 ST.STEEL 13Y'CARDINAL• 1/8'• HS ST.$TEFL D!'GRDLNAL• 1/8"ANN :x100.0 120.0 100.0 120.0 100.0 120.0 100.0 1186 ORSilicone OR _ Silicone O48' DURASEAL BY'OUANEX' GE-1200 DUPASFAL BY'OUANE%' GE-1200 s O100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.0 OR OR OGE-2000 GE-2000100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 SIIPFA SPACER 8Y'D11ANE%' OOW-995 SUPEfl SPACER BY'OIIANE%' UOW-995 100.0 120.0 100.0 120.0 100.0 120.0 80.9 BOA- 23 At 1/4 Points All Sizes 2 At 1/4 Points MI Sze-100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 Glass Type "4" Glass Type "4A" N'n� N � 100.0 210.0 100.0 210.0 IDo.O 210.0 100.0 151.2 24' UNEQUAL LITES IYINDOWS (ORIEL) rRADUCTRBV11D 3D• 100.0 120.0 100.0 120.0- 100.0 120.0 100.0 108.6 ..�.Fl- a Z_2�,.._ 12• 100.0 120.0 700.0 120.0 100.0 120.0 1000 1004 DESIGN LOAD CAPACITY-PSP aamN9r^s _ 108' S4' ,00.0 1200 100.0 120.0 100.0 120.0 91.2 913 TIN0011 DIMS. CLLSC TYPE'3' L1SS TYPE'OA'GIAS9 TYPE'4' IHSS TYPE'd A' Acrapla No) 'flsi2'0 u� ]6' ( .) TOP B IraOvn Dma 0 f9 p$ 42• 700.0 120.0 100.0 120.0 IOD.o 120.0 80.0 80.0 WIDTH HOGHT HEIGHT E%T.(+)1M.(-)EIIE(+)1M.(-)EM.(+)1M.(-)Ela.(+)INT.(-) Us U�� 48' 100.0 120.0 100.0 1122 100.0 120.0 72.9 12.9 19-1/8' 100.0 2,0.0 100.0 210.0 100.0 2100 100.0 210.0 Hyl Mimi ade Pmducl Con 24' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 26-1/2' 96, �, TWA 210.0 100.0 210.0 100.0 210.0 100.0 147.7 wILh M. 100.0 120.0 100.0 120.0 700.0 120.0 96.4 96.4 37' (Mp%_) 100.0 120.0 100.0 120A 100.0 120.0 100.0 105.5 32' 120• 60' 100.0 12o.0 100.0 120.0 100.0 120.0 a9O me 53-1/8' 100.0 120.0 100.0 114.4 100.0 120.0 74.2 74.2 3fi' (�•) 190.0 120.0 100.0 1200 _100.0 120.0 BOX 80.6 ,9-1/8• 1000 210.0 100.0 210.0 100.0 210.0 100.0 210.0 42' 100.0 120.0 100.0 114.1 100.0 1T0.0 70.6 lob 26-1/2' 108' 54' 1000 120.0 100.0 i2oa wo.o 120.0 11m.a lw.o e, Top Vent _ 24' 1110.0 110.0 Joao 120.0 100.0 120.0 100.0 120.0 3T (KM') 100.0 120.0 100.0 120.0 100.0 1200 BOA 88.8 ii M- Q o Q 30' 720" 66• 100'0 120.0 100.0 1200 100.0 120.0 86.8 BOA 79-1/8' 100.0 210.0 100.0 204.2 100.0 210.0 100.0 210.0 cam"'g�g" 32' (MAX-) 100.0 120.0 100.0 120.0 100.0 120.0 826 82.5 26-1/Y 120• 6o' 100.0 120A 100.0 120.0 IOD-0 1200. TOMB 115.4 N "z' 36' 100.0 120.0 100.0 120.0 10x0 120.0 71.6 71.6 37' '(MAY) 100.0 120.0 100.0 120.0 1110.0 120.0 78.3 78.7 24• 100.0 120.0 100.0 120.0 100.0 120.0 fOD.O 120_0 19-1/e' 100.0 210.0 100.0 210.0 100.0 210.0 1x0.0 210.0 This Lite must be _C?- 24" - Equa1 to smaller- - 30' 120• 72' 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.9 26-7/2' 120' 66" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.7 lh9n the Top Lite _ ^ 32' (!Ad() 100.0 120.0 100.0 120.0 100.0 120.0 745 ]4.5 J7' (�') 1011.0 120.0 100.0 720.0 100.0 12D.0 69.8 69.6 S$`4 36• 100.0 120.0 100.0 120.0 100.0 1152 64.0 64.0 I9-1/8' 120• 72, 100.0 210.0 100.0 210.0 100.0 210.0 100.0 j%190...024• 1000 120.0 IOO.p 120.0 100.0 120.0 100.0 1211.0 26-1/z' (MA%) I00A IHL, 100.0 120.0 1a0.a 120.0 990 Unequal Lite window 30' 120' 78' IOOA 120.0 100.0 120.0 100.0 120.0 75.6 75.6 19-1/8' 12U' _ 100.0 210.0 WILD 210.0 100.0 210.0 100.0 32' (MAX•) 100.0 120.0 100.0 ,20.0 100.0 120.0 670 67.8 26-1/2' (DNL) 78 100.0 120.0 100.0 120.0 100.0 120.0 934 24' 120• B4. 100.0 1211.0 ,00.0 120.0 100.0 120.0 100.0 120.0 19-1/8' 120' 84. 100.0 210.0 100.0 210.0 100.0 2100 100.0 FULPE/ 059230' (MA%.) 100.0 1200 100.0 120.0 700.0 120.0 70.] 70.7 26-1/2• (MA%.) 100.0 120.0 100.0 120.0 100.01200 848 All values shown are Design PSF(Pounds per Square Fool) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE rdrowing o. FOR SILL WITH WATERBAR ADAPTER �JuLio,,2 015 W05-04 FOR WINDOWS VYITHOITT WATERSAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheel4A of 10 z � 3 IMPORTANT NOTE: 08 Installation Type "A" Wood Bucks must sustain w/ 1 x 4 Beveled P.I.wood Buck loads imposed by glazing C 3 system and transfer them to the building TYPICAL ANCHORS: sEE Em.FoR sPAONG Buck bed in "i�. structure. y Sealant(lyp)' - 1/4'DLA nTRA ON BY'ELCO' (F.-i77 Ks%Fy=155 KsO 0 C H 'a 1/4'DIA HILTI KWIK-CON R(11 163 KSI.FY-157 KSI) (y o INTO 2BY WOOD BUCKS OR VICOD STRUCTURES 00 1/4" Dio. ; 1-1/2"MIN.PENETRATION INTO WOOD L^3o. Flat Head G� Ultrocon Or S��Y)t E THRU 1BY BUCKS INTO CONC.OR MASONRY Kwik-con - 1-1/4"MIN.EMBED INTO CONC.OR MASONRY a �{ (or equal) DIRECTLY INTO CONCRETE OR FILLED BLOCKS E r 1-3/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK 1/4r OIA TEKS OR SELF DRILLING SCREWS(GRADE 5 CRs) v INTO MIAMI-OAOE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') ES n INTO METAL STRUCTURES 3 N 4 STEEL: 12 OA MIN.(Fy=36 KSI MIN.) z ALUMINUM 1/8"THK.MIN.(6063-T5 MIN.) is Ow ---i 3 1/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 43 o a i Min. TYPICAL EDGE DISTANCE N Fn m INTO CONCRETE AND MASONRY=2-1/2"MIN. 1 i IMO WOOD STRUCTURE m 1"MIN. O�3M a IMO METAL STRUCTURE=3/4"MIN. m Z_Z�7 2 3/4" WOOD AT HEAD.SRL OR JAMBS SG-0.55 MRN. CONCRETE AT HEAD,SILL OR JAMBS Fe-3000 PSI MW. C-90 FILLED BLOCK AT JAMBS V.-2060 PSI MIN. Si U o y>, 1 x 4 Beveled P.T. o Wood Buck (typ.) JB & JT 6 3i 1 1/4' Values for Installation Type "A" apply to the following installation types, with o B maximum shim space 1/4": _ gB 1- Using 1 by P.T. wood bucks, min. 3/4" thick, H m9g� Optionol 2- Directly into masonry, without the use of wood bucks. Sealant Non-beveled M O Wood Buck S (dotted) 3- Directly into o steel or aluminum structure �Ir ---� Min. 1/8" thick and using #14 Teks or Self drilling screws. ` Structure must be designed by others to sustain the loods imposed o by the window. l r�.uVAD-W . _ . PRODUCT REVISED GfJi u I IY iplymg withdn Fladda i2015 urn " 'a d By draw ng no. Optional Pre-Cast Sill ME- ua4Pmd'At0Ah61 W05-04 sheet 5 of 10 U Z w 3 Instollotion Type "B" Instollotion Type w/2 x 4 Beveled P.T.Wood Buck bused on wood penetration only g 5 using 1 x 4 or 2 x 4 woatl bucks Buck bed in _ pa Buck bed in a seolont(typ) _ _. ealonl(IYP) • % / •t•u c 1 v r e V; X aso¢ I O SQO�, 0dmory E1/4" . Flat Hcad i seolont - Q/Kwik-Con __; 1/4• Dio. Flat Head (tYPal) Sealant - Teks OrMin. Wood Embed (typ) E1/4Dio. Ullracon/Kwik-Con—1 - Fasteners H E ----=----1 ! O E 'a v 1 x 4 & 2 x 4 P.T. Wood Buck(typ) o 3 1 2' \ See Installation ? 0 E R --i Min. Types A & "B" IJ. o� fort x 4 & 2 x 4 In '� P.T. Wood Buck Styles �'y in O 2 M IMPORTANT NOTE: a zz� o� Wood Bucks must sustain loads imposed by glazing ��gV 2 3/4• a system and transfer U�� °3 [ them to the building o ° 2 x 4 Beveled P.T. structure. O O Wood Buck (lyp.) JB & JT naaU(JB & T . Plyj.8,vfm dw tmaE a : auipl Code I nx«�-- m 15.0512.0 r??R 1 1/2•Min. w B d Optional Total Wood nyNonbeveled PenetrationWood Buck Optional (dolled) Non-hevelk Wood Buck `o_o,0 0 3 S (dotted) =s 3 8 i I r 8 i Enqr.JAM NWAO {{I tML o woo d a I.r u c l u r e X v Li 2 ale• ° v Optionol Pre-Cast Sill V J W05-04 sheet fi of 10 ANCHOR �- 67NDS _ ANCHORSnts1DN LOAD CAPACPY-PSP �7CN IA CAPACP_ m holy.PA7RHOIE PA M.HOLE WORN lo ANCHORS 1,10 ADM. NCIORlf0ADD.ANQOR PfNDO%DiMSOF STD' E4EN NGOF AN TO A09x ANCZ WH SAT JMB XxE-CHT 3 1 AT JAMB M.(+)h HIT.(-)DR.(+)A,W..(-) 0 g 24' 210.0 210.0 79-1f8' 210.0 2104 Q 30' 210.0 210.0 26-1/2• 26' 4 210.0 210.0 32' 210.0 210.0 37' 210.0 210.0 0 V 36" a8' 4 210.0 210.0 53-1/8' 210.0 210.0 O1. 42' 201.8 210.0 19-1/8" 210.0 210.0 0 48' 175.7 210.0 26-1/2`J8-3/6• 4 210.0 210.0 0 p N 54" 1472 208.017. 210.0 210.0 d 0 j x 24" 210.0 216.0 53-1/8" 176.9 210.0 Q pq, 30' 193.7 210019-7/6` 210.0 2100 of p tt 32' 80` 4 less 210.0 26-1/2'60_5/8• 4 210.0 _ 2t0.0 LL a 36" 170.9 210.0 37" 208.1 210.0 �1 SZ" 152.9 1912 53-t/8' 145.6 1963 Q C 48' 138.4173.0 19-1/8 210.0 210.0 - 5a' 1283 157.9 26-1/Y 63 4 198.4 _210.0 -�v 24' 270.0 210.0 3T' 157.4 195.7 �- SD" 270.0 218.0 53-t/8' 120.5 180.7 m 3 32" 270.0 210.0 19-1/e' 210.0 210.0 m 36' TY 6 201A 210.0 26-1/2' 72' a 210.0 210.0 42" 181.6 210.0 37" 788.1 210.0 _ 00' 46" 1453 192.5 53-1/8" 12178 178.7 54' 177.2 175.7 19-1/8' 210.0 210.0 24' 210.0 210.0 26-7/2" 210.0 210.0 30" 189.5 210.0 37^ �� 5 104.4 210.0 LOADS APPLY TO INSTALLATION TYPES �N6^ 32" 1803 210,0 53-1/80 1182 158.9 "NM f 84' 6 A, B & C AND INTO ALUMINUM BUCKS ca n 36' 165.1 1828 - 3 42' 140.x 173.0 FOR ALUMINUM BUCK INSTALLATION SEE' e x2s�,": 46' MA 167.9 SHEETS 9 AND 10. 54" 111.2 1453 g p 24` 188.6 210.0 K7dlh 30" 161.4 1883 32 1532 178.8 6"1+--24 y 6 36" 96 6 139.7 187.0 42" 124.5 1453 Inslollation �S Serews 48' 113.5 732.4 0 R 54` 104.8 7212 Addl.Anehar � 24' 210.0 210.0 `EE ❑ -At M19.5616 Ends N e 30` 1874 210.0 0 / Soo Chort For Capocily a 3 32' 108 8 _177.7 199.9 36' 187.4 187.8 42' 143.1 161.0 s$' 129.7 145.9 24" 101.8 210.0 30' 166.0 _186.0 - 3T 120' 8 157.2 176.8 �+ 36' 742.4 1602 Eng,.JAM AIW40 PRODUCTRBVISID az' 125.8 141.5 JCGI Stondord Hole Pottem os cmoPtyin5wit911,ot7odd. _ , it C N. ]8392 Acrcplancc Nn)rj-D914•or ' I �, k 42(15 DY Pmfuu Browing no. Reter to sheets 5&5 0( t0 tar description of installation types A- R-C sheet 7 ofi6 Vertical Mullion Performance Horizontal Mullion Performonce V I Tributary Width = W1 + 502 For Window Performance, refer to sheets 3 or 4 54 1_ 2 For Window Performance, refer to sheets 3 or 4 W1 W2 W2 ! 6"moa Insto9aDon Screw, 3" Sealonl #14 x 1' FH •IL�__;I( 0 4 �I ryv! (tra) �„3" ( Teks Or Self Drilling Screws I{e=%m a a!v I f -- lI c o � MV • !I MV mmmbuae "E a& E 'v �; 4 S? I� •Cr E Client S(kYP) Mull le Opening Multiple Opening -.------- (Z or mora winaowsj (2 or more Wndowsj i"x 4'x lj8'khk.Numinum A sI e9 1 screw ip each side of mullion Tube Mullipn (unalippad of ends D w/ w/2 or 3 screws 4n each side of mullion d Standard Inst4HoGon Hiah Load Installation (Mutt length -Wdw Width- i' 3 (• additional holes to be drilled by insloller) �L� 3 I- 1"x 4"x 1/8"thk.Aluminum MULUON)RUGN IAAD CAPAUTY- n DESIGN WM CAVACITY-I's!' I 33uUmv 0 Ca N =--RS QO W Tuba Mullion (unclipped of ends ONO ANUI6R 1'500 ANCNORr NEE ANCRO ON ARpIOR TARE£ANCI ORS ONE ANC OR THO CtlOR9 TNRCE AN OR9 (Mull length =Wdw Height - 1) WINDOW DIMS. EACH SIDE EACH SIDE RICH SATE WINDOW DINS. EACN SNS EACH SIDE BApI SN£ W4VDON DIMS. P1CH 910E FACA SNE ETCH sNF 'q{ wm1H Rl1C1{[ rxrd+) arrd-4 1+}a 9n{-7 EZE{+3 alr.(-) srorl trocar Ear{+}x Rad 1 Exrd+I a Rn,(-}tzrd+)tr nHd) wm1R 1¢msc )t rxrd-)UT4+)&wrda M.(+)g wrd 2e 150.0 210A 210.0 24' 643 1286 140.7 53-1/B' 26" 210.0 210D 21&0 #24 x 3/4"FH 50 13D9 - 2104 2104 30' 533 fast tt4.s 19-1/r' 2104 210.0 2104 Teks Or Sol(Drilling Screws 32" 128.8 2140 210.0 12' $0.6 1012 107A 26-1/2' 194.6 21M 21M �I z Z 9 48' 98• 38-9/B' O 36' 120.0 210.0 210.0 36' 48.2 923 864 ]7' 176.2 210.0 210. 42' Ylib 210.0 2194 42' 41.1 823 814 53-iJ8' 5784 2104 2104 48' 1123 210.0 210.0 4' 374 75.0 76.1 19-1/r' Use 210.0 210.0 � 54' ti25 2104 2104 K' 344 M. 694 2G-1/2' 1]p.9 2149 YtOA N 24' 1124 210.0 210.0 24' 663 98.3 983 37' 9 file" 1094 2140 210.0 36' 96.0 1824 210.0 30' 465 794 794 52-1/8' Unj 2W 210.0 32' 920 fr4.1 LIDO 32' 44.0 74.9 71.9 19-I/e" 124e 2100 210.0 I; n^- 36' 85.7 171.4 210.0 36' for /OA 67.2 67.2 26-1/2' 98.3 YB&6 2104 g 42' '79.1 i5&2 2104 42' 365 SfiS 582 ]7" 63• 78.7 141.4 21o.0 43' 75.0 15010 210.0 4r• 321 522 52.2 53-1/8' 674 133.9 2003 p$A R C 64' 727 145.5 2104 24- 540 71A 71.4 19-1/r' less 2tOA 2104 8 24' 90.0 180.0 210.0 30' 41.1 57.6 57.6 26-1/2' e].2 1685 21010 30' 765 151.8 210-0 327 120' 38.9 542 542 ]7' 72' 6&5 I3" 19&4 33 >----- JY 723 72' _ 144.6 _ 210.0 36` 35J 4&S {Q5 s]-t/$' 53.7 107A 261.1 Sealant MV 36' 66.7 133.3 2004 42' 31.2 42.2"- 422 19-1/r' 1020 204.0 210.0 t V 4T 60.5 s2IA 4815 28-t/2' 774 /354 (Yp) 48' 883 1125 138.8 37' 76' 50A 121.3 182.7 SC 63.3 1047 160.0 W-i/r" 49.3 98.7 148.0 c 24' 75.0 150.0 210.0 30' 626 1252_ 1725 32' 59.8 119.1 1624 '¢ 38' 9C 944 1D9.1 147.1 alt.dAVAO MW1Nt(NUCT AEVISUD m 4r 494 a&a 129.J '7ps9210tyingn'gAdm Flalida 1 46' 45.0 - 80,0 117.4 C .3533 HnOdivg Cbev c I,e 421 84.a 10&4 1 Hnca 9m°ne 15.08120_•1 �, 2015 Mm9 Emaaaa6 drawing n4 W05-04 sheat 8 oft0 PERFORMANCE VALUES PERFORMANCE VALUES ALUM] M BL7CK P'RAt�FINC b'FTALT SV f3 OF ALUMINUM DUCK OF ALUMINUM DUCK a INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SREEtS 3 Tt0{V '?WiHDOX CAPACIRES i USE LOAER APPLICABLE VALU E1tL(+)a INc(-) E%L(+)&INL(-) - -- ANCHOR SPACING ANCHOR SPACING ANC60D SPACDI4 ANL919R 9FACiNO MM'S SPACINq Ah'I4lON SPAElN4 Z w 3 mN006 DIMS. INTO CONE. 1670 NODDIP RLO INTO IIODD WINDOW DIMS. INTO CONC. 11 MM'S NOL1A6 IDDC INTO GOOD 16DTH HMAT 18.O,C.6'O.C.16'O.G B•O.C. t0.O.C.0'O.0. VODTH Hk7CHT IB`O.C. 0'D.C.18.O.C.B"O.C.le'O.C. e'0.0 0.0 24' 210.0 210.0 178.7 21 210.0 210.0 19-1/8' 210-0 710.0 256.0 I 210.0 270.p 210.0 36' 210.0 210.0 755.9 210.0 210.0 210.0 26-1/2' 48, 210-0 270-0 210.0 210.0 210.0 210.0 32' 210.0 210.0 150A 2k00 210.0 210.0 37' 210.0 214.4 1 SSSS 210.0 210.0 VITO p 36' 48" 210.0 210.0 142.9 210.0 210.0 210.0 53-1/8' 210.0 210.0 148.0 210-0 198.8 210-0 42' 205.7 2/00 131.3 2042 1703 2140 t9-tj6• 21MO 210.0 210.0 216.0 210.0 2100 _ 48' 205.7 210A 131.3 201.0 180.0 210.0 20-1/2' 38-0/B' 210.0 210.0 17,9 2U%O 210.0 210.0 Cr 2 i 54' 168.4 210.0 1072 167.6 144.0 210.0 1. 210.0 210.0 157.4 210.0 210.0 _210.0 24' 210-0 210.0 134.0 210.0 210.0_ 210.0 53-1/8' 185.8 210.0 1185 207.4 1592 210-0 H!D O �. 30` 1792 210-0 114..3 200.1 210-0 2/0.0 19-1/8' 210.0 210.0 196.8 210,0 210.0 Z/0.0 Q 7'0 Ar 327 171.8 210.0 109.6 191.9 210A 2100 26-1/2' 50_5/6' 210.0 210.0 155.9 210.0 210.0 210.0 LL Z 0 S Y 36' 6O' T60A21" 102.1 178.7 210.0 210.0 3Y 2035 ZI&O 129.9 194.8 210.0 21OX rj( 427 1472 210.0 942 184.9 176.3 i 210.0 53-1/6'1 1711 210,0 109.6 160.7 147.3 210.0 _ 4e 140.0 210.0 89.3 156.3 180.0 210.0 19-1/8' 2100 210-0 188,8 210.0 210.0 210.0 -- 54' 1 135.8 210.0 66.6 151.6 1422 210.0 26-1/2' 63, 210.0 210.0 14&4 2111.0 2104 210.0 24' 210-0 210.0 134A 210.0 210.0 210.0 37' 183J 210D 1172 1875 210-0 216D . 30' 176.8 21MO 112-0 203.1 210.0 2TOO 53_" 155.2 210.0 99.7 169.5 146.9 270.0 3 � $ib SNS $14 SMS 327 168.8 210.0 107.7 153.6 210-0 270.-0 19-1/6' 210.0 210.q 161.6 270.0 210.0 210.0 AT 6'FROM ENDS AT 6'FROM ENDS s 36' 72" 155.6 274-0 99.3_ 178.7 210M 21MO 26-1/2• 7Y 1942 210.0 1259 210.0 2101) 210.0 AND 24'O.C.MAX AND 24'QC.MAX. Z 42' 141.2 210.0 90.1 1623 17&3 210.0 37' 752.8 270-0 975_ 7755 210.0 210.0 il,8 ril 4B` I31J 2f 0.0 83.8 1505 180.0 210A 53-1/8' 125.3 210.0 79.9 543.9 146.9 210.0 -L�O 54' 124.4 210.0 79.4 142.9 1422 21&0 19-1/0` 210.0 210.0 1519 210.0 210.0 2100 W 210.0 1 210.0 114.0 2100 VOID 210.0 26-1/Z' 76' 1619 210.4 116-0 206.9 214.0 210-0 34' W-721. 111.9 SB&4 210.0 210.0 37' 7421 210,0 90.7 I 1673 210-0 210.0 32' 106.4 177.4 210.0 T10A 53-tje` 115.1 207.3 735 1322 146-0 TiOA 7M'!n 36' 84" 9].5 162.4 210.0 Z10.q w \ Z Z W w 42' 67.6 145.9 176.3 210.048' r751 13CO 190.0 210-0 !�547 125.4 1422 210.0 �124' 210.0 210.0210.0 210.0 210.030' 174.2 210.0 190.6 210.0 210.032' 165.4 250.0 16" 210-0 210.01. 9fi` 150.8 210.0 164.9 210.0 210.0 CONCRETE=3000 P$1 I WOOD BUCKBLOCK v 1924 PSI 4 A42' 534.4 210.0 147.0 17&3 210-0 - 1/4'DIA.ULTRACOMORD STRUCTURESSILLS CAN ALS DE usEo ^t/4'DIA.KWIK-CON it48' 1225 21010 134.0 160.0 210. WITH OPRONAL WATERBAR 5a• 113.6 794.8 1243 7422 210.0 2 1/2'AGN. CONC4 00,F8LE0 BLOCK n f i EUCE DIST. AT 6'FROM ENDS AND i'MDI. ijd'0.4 UL7RACON OR 24` 163.8 210.0 117J 210.0 210.0 210.0 1/4`DU KMX-CON 30' 151.7 210.0 06.8 179-0 210.0 21MO 16`OR E O.C.MAK. 1-1/2'MIN.EMBED E SEE CHART FOR CAPACUT' AT 6"FRO.ENDS AND ar o 32' 108, 143.8 210.0 91.6 170.4 210.0 210.0 76'OR 8'O.C.NO, 30` 130.7 210.4 B54 154.6 210.0 210.0 MICAL INSTALLATION DETAII SEE CHART FOR CAPACITY 42` 115.9 Zt&D 730 1373 176.3 210.0 ON ALL FOUR SIDESfIlaINC ALUMINUM BUCK S`STEM 4B' 105.0 195.0 57A 124.4 18MO 210.0 24• 18&7 210.0 119.7 210.0 216-0 270-0 a�7 is u 0 30' 153.6 210-0 98.0 1835 210-0 210.0 4.253-- l Y 120' 1454 210.0 92.6 173,9 210+ 210.0 1.270 626 908 '065 $ ]6' 131.8 210.0 84.1 157.6 210-0 210.0 E gr.JAVAO ANMD PRODUCTREVISED r [141- 3 �'. 42' it&4 214-0 7a.3 5392 176.3 210.0 T-- �' � 11125 CAeI 10592 nDDa c4a�>ttnlmPtm7ac .500 562 A�e4P{a4a 2_ -125 Exyi7aNUA Un14 �� y 6 v .903 OF -- .ftp.d u drawing 40. ALUMINUM RUCK OPTIONAL COVFR 5005-04 6063-18 6063-T6 'U (shecj9 of 0 PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BUCK OF AAIMINUM BUCK U, INSTALLATION ANCHORS INSTAIIA71ON ANCHORS m Y m.(+)a BR.(-) W4.)&Wf.(-) o UWDOB DIMS. moron A10 HOUM.e]0a ANCHORS INTO Cava ANCH016 I=LOOD 11NO0B OI.. ANCNON9110 HIUAV ew. MO-Mo ENG ANCHDRS INTO 1000 Z ^j comml-CLUSTER CLUSTER Cussli I CLUSTER CIASTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLVSTFR CI]ISIEB CLUSfER�CL93TER CLUSTER am""' CLUSTER am"ER CLOSTER CLUSTER am- WIDTH; CWSCIII 1. WIDTH; HMM OP 2 OP 4 OF 6 OF B OP 2 OF 4 OF 0 OF 0 OF 2 OF 4 OF 5 OF 6 NOW HDCHT OF 2 OF 4 OF 6 OF 0 CP 2 OF 1 OF 8 OP B OF 2 OF 4 OF 5 O2 8 a� a 24" 893 178.7 210.0 210.0 140.0 210.0 1 210.0 1 210.0 120.0 210.0 1 210.0 210.0 19-1/8" 2104 210.0 210.0 210.0 210.0 210.0 1 MOM 210.0 2160 ZOD 21MO 2101 �C 6 o 30" 7&0 1555 210.0 21DO 1222 210.0 210.0 210.0 104.7 2095 210.0 210.0 26-1/2' 210-0 210.0 110.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 Q 6�I 41 3Y 75.4 150.8 210.0 2fQ0 118.1 210.0 210.0 210.0 101.3 2025 210.0 210. 37' 26' 2104 21MO 210.0 210.0 210.0 2100 210.0 210.0 2100 21OD 210.0 210D a(y 36' 48' 715 .1429 21MO 210.0 1120 21MO 210.0 210.0 961 1920 210.0 210.0 53-I/8' 2104 210.0 2104 210.0 210.0 210.0 210-0 110.0 210.0 210.0 210.0 110.0 G 86.1 131.1 2042 210.0 TOB.] 210.0 210.0 210.0 91.4 1829 2104 210.0 19-1/0' IMI 210.0 i 210.0 210.0 210.0 210-0 210.0 210.0 186.2 210.0 2100 2100 IS" 67.0 134.0 201.0 210.0 1054 21MO 21MO 31QO W4 180.0 2f04 210.0 26-1/2' 38-3/6" 1155 210.0 1 21OR 2104 181.] 210-0 2110 21M0 15&7 2104 ZOO 21M0 G tO 54" UM 134-0 201.0 210.0 105.0 210.0 210.0 210.0 904 180.0 210-0 310.0 31' 105-0 2005 210'9 210.0 1644 210.0 2100 210.0 141.0 210-0 210. 210.0 O l 6 WQ 24" 67.0 13{.0 201-0 210.0 10&0 1 210-0 Z10D 210-0 901 180.0 210.0 210.0 53-1/8" 104.8 1209.6 210.0 21. 161.3 210-0 210.0 2100 140-0 2100 210.0 2100 Q 30' 572 114.3 171.5 21MO DOM 179.2 2f0A 210.0 76A 153.6 2IOM 210.0 19-1/8' 98.3 196.6 210.0 2100 154.0 -210.0 210.0 210.0 1320 210.0 210.0 2100 32' 54A 109.6 164.5 210.0 85.9 171.8 2100 210.0 73.6 147.3 210.0 210.0 26-1/2' -5 e, 77.9 155.9 210.0 210.0 122.1 210.0 210.0 21U 104.7 209.4 210.0 2104 36' 60' 51.0 102.1 153.1 204.2 80.0 160.0 210.0 21QO 68.6 137.1 205.7 210.0 1. / 60.9 129.9 1942 210.0 101A 203.5 210.0 210D 072 174.5 210.0 210.0 LL 5.2 v 4Y 47.1 94.2 141.4 188.5 73.8 147.7 210.0 210M 533 126.6 j 189.9 210.0 53-1/8" 602 12DS 180.7 210.0 94.4 168.8 210.0 210.0 805 151A 210.0 210JO Q 4Y 44.7 89J IJ4.o 1]8.7 70.0 140-0 210M 210.0 600 120.0 ISOM 210.0 19-1/8' MA 1514 210.0 210-0 110.4 210-0 210.0 210.0 101.4 2028 210.0 2100 54" 4&3 85.5 129.9 173.3 67.9 t35A 203.6 1 210.0 58.2 116.4 170.5 210.0 25-1/2" 63' 585 117.1 173.6 210.0 91.7 1835 210.0 2fO. T0.8 157__3 MOM 210.0 _ 24' 63.6 1072 1%8 210.0 84.0 188.0 MOM 2104 MO 164.0 210.0 210.0 37" 409 93.0 140.6 187.3 7JS t48.9 2IDD 210M 631 1255 189.8 210.0 � m 30' 451 903 133-0 1105 70.7 1413 210.0 210.0 605 121.3 1815 210.0 53-1/B' - 78.1 119.6 1595 625 13&0 IB75 2100 B3. 107.1 160.] 210-0 � JT 43.1 86.1 129.2 1]23 67.6 1]SA 2025 210.0 57.9 115.7 iT36 210.0 /9-1/8' 6{.6 128.3 183.8 210-0 1012 2028 210.0 210.0 B&8 173.7 21MO 210A P' 2 36" 72' 39.7 791 119.1 158-0 622 124-0 186.7 2104 533 106.7 ISDD 210.0 26-1/Y 71. 49.6 99.2 145.7 198.3 77.7 155.4 1210.0 2160 661 IUZ 199. 210.0 3 42" 35.0 72.1 ISM 144.1 _565 1129 169.4 210.0 40.4 _961 1452 1916 37' 39.0 76.0 117.0 156.0 61.1 1222 183.3 210.0 524_ 104.8 157.1 2095 48' 335 07.0 1005 134.0 521 105.0 157.5 210.0 45.0 90.0 135.0 180.0 W-1/B" 320 64.0 95.9 1275 60.1 1002 15D.3 200.4 431 855 128.9 1712 S i O W 54' 311 e].5 953 127.1 49A 99.6 149.3 199.1 42.7 65.3 QED 170J 19-1/B' 80.1 1215 1822 210.0 95.2 190.4 210.0 210-0 61.6 163.2 21MO 2f0.0 w O¢ 24" 44.7 893 134.0 178.7 70.0 140.0 210D 210.0 60.0 120.0 ISOM 210.0 28-1/Y 75, 16.4 92A 139.2 185.7 727 1455 210.0 2100 623 124.7 187.0 210.0 i 30" 373 74.6 111.9 149.1 38.4 116.9 1]5.3 210.0 30.1 100.2 150.3 200.3 J7' 363 728 108.8 145.1 589 113.7 170.6 210.0 48.7 87.5 146.2 194. ti �N o 33' 353 )OA 108.4 141.9 111.2 166.8_ 210.0_ 47.6 953 1428 180.6 6]-1/8' 29.4 581 882 117.8 45.1 92.1 1.312 1842 395 791 118.4 157.9 (71 N h 36" 84' 325 00.0 87.5 129.9 50.9 1 IOTA IS27 20.1.8 43.6 873 1305 1743 �!0 n.1 427 212 SBJ 873 116.7 45.7 91.4 137.1 1828 392 MA 117.6 156.7 / n Z Z� 48' 26A SJA 80.4 %107.2 420 84.0 126.0 ISOM 38.0 720 HIED 144.0 n 3OLL c 54' 25.1 501 752 1003 393 78.6 117.9 157.2 37.7 671 101.1 IJfi7 12 PRE PUNCHED ANCHOR HOLES 24' 383 1 76.6 111.9 163.1 60.0 120.0 180.0 210.0 51.4 102.9 1542 20.5.7 S lYP• SPACWD / DRILLED W gF1D (D O So' 312 63.5 913 127.1 49.0 99.6 1493 119&1 42.7 BS.J 12BD' 170.7 rr L- 32' 311.1 60.3 90.4 120.6 47.2 84.5 _161.7 189.0 105 01.0 121S 162.0 I O 36' 96" 375 651 825 109.9 43.1 86.2 t29.2 1723 36.9 73.8 IIOA 147.7 42" 24.5 48.0 73.5 98.0 38.4 761 1152 IS 32.9 65.5 98.7 131.] - -- 48' 233 44.7 67.0 893 35.0 7DM 10&0 140-0 MO WM 90.0 120D � C1iI Be 20.7 41.4 62.1 82.9 323 64.9 97.4 1299 271 55.7 835 111.3 SCREWS IN CLUSTER tan 24" 335 620 100.5_ 134.0 523 105A 1573 210.0 45.0 SOD 135M ISOM 1X4 MUIIION o n SD' 27.7 553 83.0 110.7 43.4 68.7 130.1 173.4 371 743 111.5 160.6 SEE SIU B OF 11 32" 100, 261 524 707 104.9 41.1 82.2 123.3 1543 352 70.4 105.7 140.9 3 6' 33.8 17.6 71.5 B5.] 37J 7/1 1120 149.3 320 6{.0 911 128-0 i - O P� S g 4Y 21.1 42.2 00.4 84.5 33.1 65.2 99.3 1324 28.4 56.7 0.5.1 1,34 J1�T 48' 19.1 383 57.4 76.6 30.0 I 00.0 90.0 120.0 25.7 51.4 77.1 1020 24" 28.8 SO.6 89.3 119.1 48.7 933 140.0 188.7 40.0 80.0 120.0 ISOM ]0' 24.5 49.0 715 9(1.0 J&/ ]6B 115.2 153.8 329 65.8 98.7 131.7 32' 120" _232 46.4 1 69.6 926 ]W T27- 109.0 143.4 312 623 (1]S 124.8 o u c u w 36" 31.0 1211 63.1 8fi1 329 fi5.9 908 131.8 28.2 563 B4.] 112.9 0 /2' 18b 37.1 55,7 74.3 29.1 58.2 B7.3 119.4 24.9 195 741 99.7L I ANCHORS MIN. EDGE DIST.= 2-1/2 IN. ANCHORS AT - I Enan JAvCNIL-uo PRODUCT REVISE ALUMJNIJM RUCK FRAMING w - w ---111 all ..Pl]1n5`AMd.FI.Ib 'ol I 1 (AT MULLION ENDS) WSTER OF 2.4.6 OR 8 ANCHORS A-plIhldin.,re No(SEE CHARTS ABOVE).ALL OTHER BUCK d. BtioANCHORS AS PER SHEER 9. FOR WINDOW ANCHORING TO (CLUSTER OF 8 BERG SHOWN) Myod;=. Ro. ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED WOH W05-04 CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. SPACED AS PER SHEETS 7 & 8. EKTRA HOLES MUST BE FIELD DRUM IF REQUIRED. .h.d1O Df 10