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HomeMy WebLinkAboutProduct Approval W, 4 - vST. �CIE COUNIT BUELDrlqC DIVISION REVIEWED FOR COMPLIANCE REVIEWED RY ' DATE PLANS A?W'PPERMrF NtOT BE IaPT ON JOB MMI®UAE OR NO INSPECTION WILL'BE MADE. MIAMI-DADE COUNTY Tom 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.jov/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 belom 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 �y Miami-Dade County Product Control Section that this product or material fails to meet the requiremento 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&`3G0i uminum Single lFlung Wan ow—L.1 APPROVAL DOCUMENT: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., 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. �1 ' NOA No.15-0512.07 MIAMI•DADE COUNTY Expiration Date: May 05,2020 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 t1zough 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:. 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 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. M nue ere ,P.E. Product Cont of Ex miner NOA N . -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 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, oer 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.. 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-511 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. 14-0822.1.X) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Pere Product Control Ex min NOA No.15-&W07 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) 'or their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on u4/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), and of no f1hancial interest, dated July 16,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 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 PerK,P. . Product Control E min r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 General Window Sections— E—FRAME AND VENT DETAILS FOR GLASS TYP1 &2. �VIg SEE SHEETS &4 FOR CAPACITIES. m o 1/2'(typ. Mange) 17 16 I 12 IS LY 6D, £ I ��_ rgero e Soso Del. I stanalian Screws n l_M_J I I I \j`^�')� _ (Reler to sheets a, i (( $ I I spacing 19 I & % for �D ^ '. 4� n spacc nn ing inlonlion) V p� � Ylindow Width O a t R S 4 A KI! �'1� 6' a LL�� (2� 21 \'J Daylight r I o rDaylighl� ng TIM pry) S 9/Ili _. Or., pOpng. I 3 9/16' r., A ser sKTLn a W.roR cuss omMns - Window Width Y indow Width - .m E Ivnl ns(Opt eodnml)r Jf c / INSTRUC710N5 FOR LACING CAPACITY CHARTS, N I N OETEPMWE THC REQUIRED DESIGN PRESSURE$FCR = it O A GNEN WINDOW OPENING c O W n ` If STEP 2 DETERMINE WE CAPACITY OF THE WINDOW ! STEP 1 SITE/CONnGURAT10N/GIASs TYPE FROM cmAns,ON V 7C r SHEETS 3 ANO f. - ^tr O Vf STEP] FOR SI WE THE ANCHOR CAPACITY FROM SA EET] II o ^ c N _ FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TYPE ,` • I5� A B OR C SHORAN ON SHELLS 5 AND 8. y I O 3 n^ m STEP 4 IF ALUMINUM BUCKS ARE USED,VER THE BUCK —._._ _.... I INSTALLATION CAPACITY FROM SHEET 9. n 3 0 C. 9 STEP 5 WR UNCUPPW MULLED WINDOWS DEFERMINIC --- tI�� .....--- •FPI X MUWON/YULUON ANCHORS CAPACITY FOR 10 TUBE MULUON FROM CFURIS ON SHEET B. W STEP IF 4 AcHUM BUCKS ME USED DETERMINE BUCK U 6 ANCHORING RODURELENTS FROM CHWIS ON SHEET 10. �n F s (OM<mO h 4 ME TIMM SELECTED VALUE APPLY TO ME INSTAL ADON AND MUST EQUAL OR UCEEO THE REOUIRED CIESICN (V✓I�mog (Rewne) PRESSURES OBTAINED FROM STEP 1. r J I `I (� B"O Typical Flevolion a '^^ � _ _ I SERIES�OBO�AIUMINEIIT SINGLE)1IING Wj=W a16 n o (� APPROVAL A1'PUFS TO SINGLE LNIIS OR SIDE BY SIDE COMBINATIONS Y d OF S.H./S.H. OR SING HUNG WITH OTHER MUYI-DME COUNTY APPROVED WINDOWS MING MIAIA-DME COUNTY APPROVED MULLIONS ( I• IN BETWEEN. I SOI� 4� G LOITER DESIGN PRESSURE FROM WNDOWS OR MUTTON APPROVAL _ o m ==q 1t.^ 1 WILL APPLY TO ENTIRE SYSTEM. ESE WWOOWS ARE RATED FOR DIRGE YSSLE IMPACT. I I SHUTERS ME NOT RECLINED_. - -2 R a 22 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CONPLY W.ME ` REQUIREMENTS OF THE MOMMA BUILDING CODE DiCLUMC HIGH WLOCIFY hURRICANE ZONE(HN2). 531 WOOD BUCKS BY OTHERS.MOST BE ANCHORED PROPERLY To TRANSFER T'RODDCI'MISCD A 1 U r 00:—) LOADS To THE S.UCTURL P'Fen.glyilrs xlll We FlAIi� Eny:JAVCM/VIWD 0. _I Wivg Lode ANCHORS SHALL BE AS LISFEO,SPACED M SHOWN ON DETAILS•ANCHORS AR Vim Nol -0 14.0 nA PES-.2 m J j l EY9WWENT TO BASE MITERED SPALL BE BEYOND WALL DRESSING OR ST CCOk1 a CIA to C i I ANCHGRIND OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ME 1 0 NOT PMT OF THIS APPROVAL Nliml.i 1_delYwtrNr( _ d � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5 Cdr o Slondcrd 12 Psl Sill Optional 15 PSF Water Dor Adaptors .Il 3 drawing n.j MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT W05 04 Con not De used silh lock type © COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L_ REQUIREMENTS OF ME FLORIDA BWG.CODE Shell 1 aF TD I FRAME AND VENT DETAILS FOR GLASS TYPES 3.-'A 4 AND 4A] U 8 1 SEE SHEETS 3A&4A FOR CAPACITIES. 1. 10.MS OPTIONAL TOP RAIL SWEEP LOCK NOT AVARABLE WITH THESE 05 z 11 10 2 1= 16 c'—S—M.. Installation Screws Refer to sheets a 4 5. 6 & 7 1., 0 spacing information) 8 0- —Width IR %Ifind nd OH 4 Adm t e 213 Daylight 3 Orr) Opening 3 • Vl --. 1i _Z S face ApF.d a 4 —s AunFFlms(Opt—j) IR C' 0 0 A G� Glazinq at Insulated Laminated 4 01 S A A S (co; ML FM FE#n,ss2 All,pmnsc Ne .1d, '.g o. Stondnrd 12 Psf Sill Optionul 15 PSF Water Bar Adaptor W05-04; z �I mJ a g 0 09 a� 0 0t 0ol p.�maa�� pam¢� LLz�= ¢beak Bill of Materials = 0i ITEM I PART 0 QUANTITY I DESCRIPTION MATERIAL NIANF./SUPPIJER REMARKS 3 1 W23201 NG AS REGD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL 3 N 2 CCI-612P AS REOD. PIASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK i 0O w 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REDD. GLAZING GLASS VARIES 5-- -_ N/A 1 COMPLETE SCREEN --_— AWN/MESH - - ------ -- -- - 3rn CGI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WOWS.. 28'WIDE& SMALLER I o 3 616C 6 1 OR 2 ZINC CUSTOM CASTING OVER 28'WIDE & ATTACHED W/(2) #8 % 5/8'FH SMS 2 5t WDWS A30700& OPTIONAL SWEEP LOCK& KEEPER(replaces C,30705 ®WDWS. 28'WIDE&SMALLER �.. 7 C30705 1 OR 2 item 6)ATTACHED W/(4) M6 X 5/8'FH SMS ZINC TRUTH HARDWARE OR EOUN. 2 a WOWS. OVER IDE28'WIDE U � )- 8 16-t1-x%-100 1 OR 2 ZINC TRUTH HARDWARE OF EOUIV. 1 �WOWS. 28'WIDE& SMALLER _2_'D_WOWS. OVER 28'W_I_D_E____ 9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING _ Io A'M M 10 VARIES 2 BALANCES(D&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED o K + 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI-618P 2 IVENT STOP_ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS L 14 C_GI-613P2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PitUDUCI'Kk1115CU O'�4 3' 15 CGI-619P 2_ TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 11�«°a,"e COd` �- 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING _ r =s R 17 & 2 CARRIER-620C 9 CARSYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT lasvOy 18 N/A 16 (VENT ASSEMBLY SCREWS S/S VARIES 010 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) .—._ Fn4r:NV4a MIYAO 20 CGI-38ZV XT AS REDD. VINYL BULB _ PVC PROTOTYPE PLASTIC ERUSIONS M PE/1e592. 21 VARIES AS REDD. STUCTURAL SILICONE _ SILICONE 3 SILICONES 0E-1200,CE-2DOO.&DOW 995 I� � k COMBINATION EGRESS WE LOCK&UFT/PULL CUSTOM CASTING 1 4 WOWS. 28'WIDE& SMALLER ` a'� 22 CGI-632 I OR 2 ZINC ---- ATTACHED W/(2) R8 X 5/8'FH SMS (FOR USE WITH WATERBAR) 2 0 WOWS. OVER 28'WIDE I 0 7015 erawioq 23 - 2/LITE SETTING BLOCKS EPOM - OUROkEfER 8535 SHORE A W05-04J �0n t 2 0(10' n-L r —1 5. 0 600-Frame 11444 [!EFI, 0 5,111 Fl. --b 0- VENT SHAPES FOR MASS TYPES 1 2 IM rg 21 0,17 0 t5 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A CBS om- LM Too- .636 OF.2 1 ' .085 —77— coo "'2547 2.507 L," s6o u .940 ..... ... 1�p - t LA02-J I .L .] T .074-1 .50 157 1.656---4 629-Clzg. d G,—,Typ"3 5063-T6 1. =1,.Idl.11lk 621-Sid.R-.1 6C._T. [� :,_� I 13.5 z 0 LP —7;t 3AS5 Aw VRODUCT REVtSFM ;4vw""imv.Fkd" CuteJ c,,m 38 -A'—=.l ws .375 ry e.rirxbn os. SRT l] i - -2 t d, L W Y25-0 6063-T5 --6063-T5 063:.15 1/8'Ann.Glass 1/8-HS Gloss �10V.� G90'taten o' .040"Int<ne7er r c'I� 'SenlryCWs 5enlrya"M $y•Xaraw Am<iea,Ise. Ry'Koosy Aln 6-I a' Supplemental lest Results for: Z D75"mtency., .015' p<.CP With PET Core - 5011«CP With PET Coe Air Infiltration - 4701er Leakage Resistance Forced Entry IFy'Emten Chomroal C0.' By'Easlrnon Chemaal Ca' .'Dp•m1e,Wy<, .IOp'Wterwy<. Test Type and Methad Results O •»5.flex Nv else or Cao,Of... Iles NP Clear or Color Glos. ---- - - - /111 Or'rest,"Ch<aaem co: I 9,'E-,-Cne o-Co.- Air Infiltration Test(ASTM-E283) / 1/8"Ann. Glass z I __ 1/8*HS Gl." '9 1.57 Pst pressure differenlial PASSED{,044 C.F.f Min/Sq Ft) LL m JJJ N 6.24 PST o-sure diflerenlml PASSED(.076 C.F./Min/Sq Fl) 0 ~ $ Silicon. ~° -��1 Silicon. ¢i c - ' GF-1200 < 8 GE-1200 'Nater Leakage test(ASTM-E33t) No leakage aHawed aaq GE-2000 GE 20 d�' _ DOW-995 ON wilh.0 wntmhnr ad.pt., PASSED W 1212 PSF �I m D 23 At 1/4 Points On Wes 13 At 1/4 Points on Litef +.4h wnte,har MOptor PASSED O 15.0 PSF mmI W ItE Hof Weer Tlwn 36' uses.tnaa 36' Faced Entry Rosislance text PASSED ( �{ Gloss type "T" Gloss Type ,.2» (ASTM F588&Grade 10) Sf 16"Nominal Glass 5/16'Nominal Glass Annealed/Anneoled HS/HS EQUAL LITES WINDOWS EQUAL CITES WINDOWS EQUAL LITRS WINDOWS v M - � SIGN LOAD CAPACITY-PSF DESIGN LaAD WINDOW DIMS. FLWS)TIM.( �a)TYPPE(-) WWINDOW EIDIMS. E�S)TYPE(-71Y�)TYPE(' YWINDOW DIM. GLASS •�•••99 CHT OTH GPff OTH I MCM _ CAPACITY-1'SP I width � '^ DI74S. &IA TYP$'i'01,4.53 TYP$"." MOTH Ia)urc.(-)rxT.(q 1W.(-) x o 2' t.D _210.0 100.0 V. 14' iDOA !$19 100.0 2OLD 19-t/8' 1400 210.0 100.0 2180 30' 100.0 110.0 100.0_ 210.0 311' 100.0 II8.8 100.0_ 120.0 16-1/2' S. 100.0 110.0 100.0 210.0 r" 33 100.0 "OLD 100.0 _210.0 32' ICOZ 111.9 100.0 $M.a 37' _100.0 210.0 100.0 210.0 36' i8- 100.0 1$0.0 IODO 110.0 36' 46' 100.0 IOLS I00A 120.0 53-1/8' 100.0 171.1 100.0 210.0 c, Nn a 42' 100.0 1440 100.0 210.D 42' 85.4 821 IOOA 1200 19-1(8' 100.0_ 210.0 IDP.O 210.0 N L s8' 100:0 110.0 _1000 200.0 48' ]6.I ]6.I Ib0.0 120.0_ Z6-1/2']8-3/8' 100.9 210.0 100.0 1100 5i 100.0 IOZ.9 IO0.0 1]1,4 54' 6$.9 66.8 100.0 120.0 37' ODD 187.2 -TO 210.0 L•4 tJ t'3�=R 1a' IM.O 210.0 100.0 210.0 24' 100.0 141.{ 7000 210.0 53-f/e' 100.0 124.1 WILD 206.9 _ W Q v •A' 100.0 I99J IGOA 210.0 30' 100.0 IOI2 100.0 120.0 19-1/8' 1W.0 210.0 IOp.O_ 210.0 u+ U.-m 32" 100.0 1443 _100.0 210.0 37' 109' _X8,9 94.9 700.0 120.0 26-1/2' 5/8, I00.O 210.0 tIN1.0 210.0 !6' 60' 100.0 184a 100.0 210A 36' 820 B59 100.0_ 120.0 SY 100.0 16x.3 100.0 210.0 LEqual LiIC yllndOW� A2. tC0.0 1220 100.0_ 210.0 42' 753 J5.3 SO09 1200 53-tj8' 100.0 161.2 100.0 IsL1 48' 100.0 IOa.] 100.0 110.0 48' 66.6 68.6 100.0 120.0 19-1/8' 100.0 210.0 1D%0 _210.0 54' 88.8 88.fi 100.0 120.0 2a" 100.0 12012 Two 120.0 26-t/z' 6J, no.0 207.5 loos 210.0 ii _100.0 101.1 100.0 210.0 30' 90.7 90.]_ 100.0 120.0 37' 100.0 154.9 100.0 210.0 3p' IODA 162.1 100.0 210.0 32' 120' 81.6 83.6 100.0 }19.0 53-tfe' 88.1 88.1 100.0 520.0 9 Y O 32' IC0.0 167.6 100.0 210.0 36' ]S.9 759 100.0 120.0 19-1/8' 109.0 210.0 100.0 210.0 36' 71' 1600 IS0.7 IOOA 210.0 42' 68.4 G6.4 }00.0 !MA 16^tj2' TY w0A 18515 700.0 _2590 PODDItCTftBYISPD a, $ mnplyiaTw;mlleFk.ME .2' 1C0.0 120.0 100.0 120.0 3T' 100.0 146.8 100.0 210.0_ nwWi08 Cute a8' 96.0 ti 88.0 100.0 _120.0 53-tf8' 82.0 82.0 100.0 120.0 AraePbaa Nab •a61'j.Q ri a� Nt3'u rn U4t< - 5i ea.a 80.0 ICDA 120.0 t0-t/8' 100.0 210.0 100.0 210.0 IIY�-r/ ° zi 100.0 179.1 toxo z14o 2$-I/z' 76, ipo�o Im. _100.0_ it so zNon 3p' 100.0 143+4 ROD 210.0 3T IOp.O 13$.6 100.0 210.0 u ]2' 100.0 I35a IOOA 210.0 53-1/6' 8012 80.0 100.0 12on 36' 6a' tM.O IZOA 106.0 LMA ('( En9r.44YM,41Mw IIt� 42' 1C.Ir 106.1 'coe 120.0 fLl PE 1 70592 vd 4$' Ess 85.6 tpao 110.0 All values shown are Design PSF'(Pounds per Square Fool) 4��o 353$ 54' 74.6 74.8 100.0 120.0 NOrg VALUES FOR EXTERIOR LOADS(+)SHOWN ARE CLASS CAPACITIES ON THIS SHEET ARE FOR SILL WITH WATERDAR ADAPTER rOro'winq o. BASED ON ASTM E,300-09(3 SEC.COSTS) FOR WINDOWS WITHOUT WATERBAR ADAPTER .10 FLORIDA eUUWG CO74M1851ON L7MIr EXTERIOR(+) LOADS TO 80.0 PSF 2015 W05--04 OECARATORY STAIEMENT DCA05-CEC-219 _ {shaA 3_oT10) r .e90'blMvytr ,J90'(ntenaryer �- U i-,. SrnlryGlaa Ey U I( NOTE: 9Y'k-KuraraY Mner<a.•Mc Ry xuraay Americo.tnc.' f*T� �4�� GLASS ON ASTIF.S 13 1-0 SHEET ARE .075'Inlvrlvyer .075"Inlarl IY_ a BASED ON gSTY LDING O (3 SEC.C1615) 3/)5" IIS Svllaa CP'76th PET Core 5/16" ANN, Salley CP W,n1 Ptr cwe AND FLORIDA SUITEME COMMISSION Enrtman Chemkat Co.' / 11„ x DEGt AttA70BT S(A/ENENT OCA45-bfG-239 RI' By 'Eastman[t mkM Co' ICO'Wklloyer .10 a'1n1.,I Ver L Satks HP C'..,w Color Class I S sea IN Gcar M CMm'GMa9 £ 3°v j xt By 7-Iman chemical Ca.' By'Eoslman chemical Co.' a £ SOLIAL, LITES WINDOWS 4 '.& DESIGN LOAD CAPACITY-PSP ( 3j7b"315 3ji6"ANN p,j WINDOW DINS. GUfS TYPE b'aIAS3 TYPE'3A'OIASS TYPE'/'.LASS TYPE'4A - Sikora Silicone 05 O f-1200 •wlDm INEt4YW Ext.(+)INT(-)Ext{4)IM.(-)JULW 1Ni•t-3 ExT.(4} GE_2000 -V71 GE-2200 V'n H DOVO-9 0 24• 100.0 110.0 104.0 210.0 wo.o zm.0 1co.o xlQ.O OOW-99S I DOV2-995 ce¢o�� Jo' 100.0 210.0 1Ca0 210.0 1W0 210.4 100-0 210.0 23 At tj4 Points On{ices `-/ 23 At t/4 Paints On fifes ("3. a<p 32• Gloss T c 3_-__ Wierr Than J6• Gloss Type J w4er man 3e' Ma.o x10.4 •IW.o z1o.D 1aQ.o X10.9 iw,o x10.0 _ �_,., YP "3A_ ,gym J6' 49• 100.0 210-0 100-0 2104 5Gdo 210.0 100.0 2463 m Pi' 090•bieHvyer .090'fH.Hayo �'c 4].' 100.0 -110.0 100.0 _x+0.0- ICO,p 210.0 100.0 I7s.9 I/8.• FIS S.UyCloe 1/S" ANN S.I Ilas 1L 2 By'xaa.ay Atnuka,b�' or'Kwaroy Y,Ier a.Inc.' 0.8" tCOA 200.- -lama 200.4 L-_ 204-0 100-0 f59b 3/$"Air Space 475"bleu 3/B"Air SDoce .015 bkr sr 100.0 171.4 IW.a n1.a loan 122.4 100.0 lass are*' 6olles CP N5N PLT Core S.11.CP Sv,N CET Core 2+' top-O 210-0 100.8 279.0 100.0 210.0 t04Q 210-0 By'Easlmvn CMmtcol Co.' By Evsf-CNrr•�cof Ca C '-- 100.0 210.0 100.0 210.0 TWA 210.0 100.0 210.0 1jR" t3S ijs"AN JO' 100'Inlerlaysr .100'blsrbyer J rr 32" 100-0 210-0 100.0 214-0 TWA _210,0 IpaQ 2x2.2 SMks}w C of w Color Ctoss I-Satles HP Gear 0.r CNor Gloss - I. IOd.O _210.0_ 100.0 210.0 100.0 vom too __174.5 of'Lod on ChemirM Co: Ity'{oatmm CNMi w Co.' x, N %l HIGE SPACER - - F.0. 42' 100.0 210.0 I W.0 210.o 100.0 210,0 100-0 1539 SL STEEL BY'GRONAC 1 xL EDGE SPACER �91�I `- �.L 49• 140.0 1x0.0 b0.0 _120.0 140-0 120.0 Joao II0.0 OR j�.. Hr'i 5T.Si£El DY'CARplti+t' 1 j0."ANN wNASFAL BY'QUAh'D{'y Silicons 0R Silicone n Ss' IppA Im_0 TWA 120.0 100.0 120.0 140.0 106.3 9R - CC-1200 OUR7SFAL By'OUANEO%fl'~ - `.�-GE-12DO OK ." 24' 100-0 210.0 100.0 210.0 100,0 _210.0 100.0 210.0 Sum SPACER BY'4UANE%' CE-2000 SUPER SPACER BY'OUANEx' Cf-2000 ��O F- UU'N-995 DOW-995 30• 100.0 210.0 104.0 E210.0 100.0 -2772.2 ' ''d 23 Al t f4 Paints Al S`�ies 3 At 1/{Points NI Sires S N 32 +eRA x10.0 i_w.o x0.0100.0 Into Glass Type "4n GIOSs Type "4Aa3612la0020 100.0 21tl.0 too.. 160.1O' ads /10.01W.0 520-0EQt7AG LITES NiNOOIYS. 120,0DESIGN LOAD CAPACITY-PSP54' 100.0 220.0 1009 120.0 90.5 90.5 WINDOW DWS. CUSS TYPE'3'.7AS.S TYPE'3A'CLA53 TYPE'S'.LASS TYPE'14 ( p= 24' I14.0 210.0 100.0 VIED 100.0 190.2 WIDTH nLoNt EXT.(+)INT.(-)E%T.(4)INT.(-)ExT.(+)INT.(-)C%T.(1)INT.(-) � II(J Z;�C)I �0' to0.o 214.0 'Coot tWe 21 do 100.0 152.J f9-Aja' IOaO 2to-0 100.4 210.0 iW.4 210.0 100.0_ 2104 3r d4 Io0_A 210_-0 IOOA 210.0 100-0 143J 26-I/2' 26" I00A 210.0 100.0 2I0.0 100.0_ 210.0 100.0 TtO.o 14 -�- J6' 100,0 120-0 160-0 320-0 10Q0 120-0 3J' 100.4 21x.0 100-0 116-0 100-0 210.0 100.0 250.0 1 O• 42' 190.0 1x0.0 1ppv0 120.0 IQp.Q 112.7 53-1/a" 100.0 210,4 100.9 210.0 IOp.O 110.0 100.0 210.0 n Z AS, 100.0 -12-0.0 100.0 Im.O 90.9 90.4 19-1/8' 180.0 _L,-4 100-0 TI0.0 100.0_ 210.0 IOo.O_ 210.0 1 54• loud 120.0 100.0 120.6 90.6 60.6 26-1/2• ' 100.0 210.0 100.0 210.0 190.0 210.0 100.0 210,0 lJ 9 w n 24' 100,0 x10.0 100.0 210.0 too.0 210.0 10" 172.0_ 3Y 1OLD 210.0 100.0 ztoo IW.0 210.0 100.0 210A @ R 30.• 100.9 110_0 ta_dO 120.0 109,0 120.0 100.0 120.0 53-1/8" 100.0 206.9 load 206.9 140.0 106.9 100.0 200.9 -- C y n N l2' 100.0 120.0 100.0 Im.4 100.0 120.0 100.0 1189 19-1/9' 100.0_ 210.0 IW.D _210.0 _700.0 210.0 100.0 210-0 {rf I y "B`� J6' 96' 1174,9 f10A f06.0 120.0 50Go 120.0 100.0 107.E 26-1/2' I-d.p 210.0 SW.O 21011 100.0 _x+0.0 ID0.0 2140 IYLtL1) LitB Window 's Stl^5/e _ 42' 100.0 120.0 100.0 120.0 100.0 120.0 90.6 90_9 31' 100.0 210.0 100-0 210-0 100.4 210.0 100-0 193.1 0.8" tWA 110-0 100.6 tm.0 tW.O 120.0 90.9 90.9 53-Aja• 1600 160.1 tg6.4 1801 100.0 16-01 400.0 132.1 Alt v Tues Shown ore Oesign PSF(Pounds per Square Font 54' 109.0 Im.O 1040 112.6 IC0.0 120.0 73.2 13.2 19-1/6' 100.0 210.0 100.9 1 210_0 100.0 21U.o 100.0 210.0 VALUES FOR EXTERIOR LOADS(+)SHOWN ARE =o$3 20.' tQOA 210-0 tDC.n 114.0 100.tl 21 WD toad 151.2 26-tj2' 63_ 100.0 210.0 100.0 210.0 f�.o 210.0 100.0 2144 V"OR SILL WITH WATERBAR FDApTER °�'o o A"'" 30' 100.0 720.0_ 100.0 120.0 100.0 120.0 100.0 108.6 37" IW.4 210-0 100.0 ig1.9 IW.o 210.0 1W.0 177.6 FOR WINDOWS WITHOUT WAIERHAR ADAPTER - 32' 109, tOgA 120.4_ t-a 110-0 t-0A 120-0 100.4 tOOA 53-ife' iW.6 t-e9.0 100-0 120.0 tW.0 210-0 tDOA 26..5 I.iM7T FXIERIOR(t) LOADS TO t?U.D PSF 36' Sg0.0 124.0 100.0 nod IOao 120.0 91.2 91.2 19-1/8" 100.0 210.0 10OA 210.0 100.0 210.0 IRdo 210.0 En91-a-D �y� 0.2' 100,0 120.0 I04.p 120._9_ 100.0 120-0 BON_0 6QA 20.-I/2• TT tW9__2140 100-0 214.0 to0.0 2IOA 10" 192.9 PRODULRR4VISED sLt Crt Tom 49" 100.0 120.0 -100.0 112.2 100.0 120.0 72.9 72.9 37' 100.0 210.0 100.0 196.5 1W.0 210.0 IW.O 158.0 as nenPhra8 W01410 YWIIPA 0 3536 $ 'Iuiblag 20.• IW.o 124.0_ loo.- IzoA 140.4 120.0 1w.0 uaa u-t/a' las.- 126.0 100.0 lzao iW.a 1240 94.6 94.6 lccsp ( .053?.Q n { �. 30' 100.0 120.0 1W.0 120.0 100,0 12tl.0 96.4 96.4 10-t/8• IW_0 210,0 IW.O 210.0 100.0 210.0 100.0 210.0 Ea iraur Gale rp ttttC32' • p0.0 120.0 IG9.0 120.01040 120.0 969 86.0 26-1/2' 76' 100-0 21(1,0 TWA 2104 100.0 21o.o meo S112.I 11fr JU015 Or9win9 ]6' tW.O +x0.0 100.0 120.0 11 1mA 80.6 946 37' lose 21-.0 tOp.o 194.8 Iood 210.0 lads 145.1 :J1 Rudoolf W05-04 i 4z' 2040 uo.o lao.IT 114.1 lco.o� 120.0 ]0..6 70.8 s]-1/B' 1ca.0 120.0 IOO.o 1?0.4 100.0 IT0.0 eaa -08.31 i_stieet3A 0.i 10 s 1/8"Ann. Gloss 1/8"HS Glass v II ]jq. _.^0001-Weedoye, .09101eAvyer a, By,%u may Amer-Inc.• By•Karmay America.Inc.• z n�I Supplemental -est Results for. 0 I_.075'Interlayar .0r5'Inl,dayer Su11e,CP"'PET Cme -Salle,CP With PET Core Air Infiltration - Nater Leakage Resistance - Forced Entry F p Z Oy T.,1rh4n Ch4mieal Co.' By'Emlmoa Chamieel Ca.' Test Type and Method Results d o U .loo'mlP CI 501 HP cler YP 0. �6o'Im HP Clem or Cola,LMv Salve,NP Clem or Calor atm, - ----- a y By'E,,"-CNcmicm Co.' By'Emlman Chemical Co.' Air Inllllroli0n Test(ASTM-E283) aro Q )J• - I/8"Ann. Class iD 1/8"VIS Glass D 1.57 p0 pressure tliffe,-tfal PASSED(.044 C.F./Min/Sq FI) V w W e 1 c N , 3 6.24 psl pressure dlllcrcntial PASSED(.075 C.F./I.Gn/Sq Fl) 9 o Silicone ° Silicone O a Q Q 8 1 V GE-1200 Ce CE-17.00 '"'later Leakage Test(ASTM-F331) No leakage a110aed O d n GE-2000 ci GE 2000 eit1w,t wnle•bar adaptor PASSED 0 12.0 PSF ar G r ki I^ DOW-995 „ DOW-995 -h wale.bar adaptor PASSED 0 15.0 PSF Q ki in `•2J Al I/4 Pointe Gn Lilo Al 1/4 Point,On[Ile. Qer Tfian JB' yl4ler than 36' Faraea Entry Rei Aonce te,l VASSED Gloss Type "1" Glass Type "2" ('- ) f F ,.STM IStlB h trade 10 5/16" Nominal Glass 5/16"NnminnI Glass - - - Annealed/Annealed HS/HS UNEQUAL LITES WINDOWS (DRIFT.) UNEQUAL LITES WINDOWS (ORIFI.) 3 � DESIGN LOAD CAIIAC17Y-PSF DESIGN LOAD CAPACITY-PSP WINDOW GINS. GLASS TYPE'1'GLASS TYPE'2' WINDOW DIMS. GLASS TYPE'1'GLASS TYPE fOP VEN7 IOP VENT O tj WIDTH HEIGHt HEILM EXT.(.)INT.(-)EMT.(1)INT.(-) mODI IIMU HEIGHT EXT.(+)IM.(-)EXL.(H)INT.(-) J 8 H 2,• 100.0 161.9 IOD.O 210.0 19-1/8' lone 210.0 100.0 210.0 N JO' ICO.0 116.8 100.0 120.0 26-1/2' H. 48• 1No 13115 100.0 210.0 SN o J2' 'Mo 111.9 100.0 110.0 JY (yAX.) 99.3 99.3 100.0 120.0 96- 48' 100.0 IDIS 100.0 120.0 53-1/9- 599 699 100.0 120.0 0 Nr'ln 36' 00.) -_ - n 42• 85.4 85.4 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 O� ' 76.2 76.2 two 120.0 26-I/2' LCB' 5!' IOO.O 120.0 100.0 1x0.0 ?�v_ a9• _ _ 5a- 68.9 66.9 100.0 120.0 37' ( ') 8.1.6 53.6 100.0 120.0 2!' 100.0 14x.! 100.0 210.0 19 100.0 210.0 100.0 210.0 ownuer RBV156D - (7 O 100.0 102.2 100.0 120.0 Zb-1/2' 120- 60' 100.0 108.6 IOD.O IZ0.0 lmmplypg wlN ub FllalB� l U Jo- _ i`almaaE15•o5L2.o r== 31' gas 90.9 100.0 120.0 Jr tYAX) ]].] 71] 100.0 120.0 , B, Oma 16. ( ,) 54• _85.9 65.9 1110.0 120.0 I9-1/e- 100.0 210.0 'C0.0 x10.0 42• 753 75J 108.0 120.0 16-1/Y 120' 66' 99.5 99.5 100.0 110.0 Ity@l�yy�' ag• 68.6 68.5 100.0 1TO.O J7' ( ') E5.7 65.] 100.0 130.0 51 »de l'rvdual 24- 100.0L 100.0 120.0 19-1/9• lxo' 12. 100.0 210.0 100.0 vo.0 GGGG o F R R 70' 90.7 1DD.o 120.0 26-1/2' (NAIL) 93.9 9J.9 Io0.0 '20.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE -"a a !Z' 120' fie- BJ.6 100.0 ue.o I9-1/6- 120' 78. IDa.D _120. lead 120.0fOR SILL'NIRI YlATERBAR ADAPTER(wAXJ 75.9 100.0 120.0 26-t/2' (MAX.) 88.0 88.0 100.0 120.0 FOR WINDOWS WITHOUT WATENBAR ADAPTER42- 66.! 'omo 120.6 11 '1 Ila• ea• Iao.O 120.0 1Ma 'x0_0 LIL111 EXTERIOR(+) LOADS TO 80.0 PSF 24' 100.0 IM.O 100.0 120.0 Z6-1/Z- (Waf.) 79.8 ]9.8 100.0 110.0W�I h 30• 61.7 ala 100.0 120.0 n a 19.'� 20' 68' 32 (AAAI.) 7].1 ]7J 100.0 120.0 - J6' 6L4 67.0 100.0 X10.0 1 24' 1110.0 1116 IC0.0 12aa NOTE: To Vent o r 1 JO' 7] T71 1000 1200 GU55 ON ASTIFS ON THIS SHEET .G T P X I ' 1x0' ]2' - --- BASED ON A57U L13DO-09(]SEC.GUSTS) qr:av 32• (NAR) ]0.1 ]0.1 lOaA 120.0 AND FLORIDA BUILDING COMMISSION t GAL J6' 110.] 60.J IOa.O 121.a OECUMTORT S7ATEUENi DGOS-OEC-219 -� O rtA X 70592 2� 100.0 120.0 100.0 120.0 N 30' 120- 78' 11.2 I 00.0 IZ0.0 This Ule must be 32' ( ') 6J.9 G0.0 120.0 Equal l0 er smaller. - --- than the Top Lite dranin 2! 120- B4, IOO.a 00.0 120.0 JO' (LUX.) 66.6 OUA Ind .UL a 0 0 15 W05-04) All values shown ala Design unds per Square Fool) Unequal Lite Windo'N� (sheet a g�10) C> A9 D"1o09dq<r( l-, SanlryGl -� I bs III` JJ By Kuroray Amernc. ico,I ' [Fy ff,-K-w Americo, n� .075'Inlcriny<I .075"IAlelbyer I 3/16" HS S.D.CP Ih PEI Cme 3/16" AN Slue.CP with PEI Ce Z -s l�S Ur'laslmvn(lemical fo.' N'Evslmvn Cnembm Co.' �p s .IUD'1111<nqr .100, InleOger 0 ry f n �-Salle.Ilr Clem or Color Glaze -Snlle.HP Cleo,m Cob,G1- K Uy'L.O.-Chen,m.l Co.' By'Eo,l-Chemicel Cv.' _ 1 �I 3/16" HS 1 3/16'AWNc Silicone 5ilicoe IML ] GE-1200 GE-1200 V w GC-2000 111 n GE-2000 11 TE: "� DOW-995 DOW-995 -� l-.l At 1/4 Polnb On lito 23 Al 1/4 Points On Lite. 0 M1 Q Q IHSS CAPACITIES ON THIS SHEET ARE GIOss Lype "3" l y6da Ihon 36" eASED ON ASTM EIJGO-09(3 SEC.GUSTS) __ _ Gloss TYpe "3A" woe.Imo 36' C m B AND FLORIDA RUT-CWG CGUUISSNIN �. .. DE STATEMENT DCA05-DEC-217 .0911"bleHyer .190'InleHger Q w N 1/8" Its Fsemryelaa 1/*075- " lryGb<Dy Nanuay America,Inc. 'Kmerey America,Inc.' .1 63/8"Air Space .o7s'blerlge, s'InleHq« '6UNEQUAL LI'PF.S 1YIND019S (ORIEL) 3/8"Air Spon CP wln pR coreSvlle.CP PET CoreDESIGN LOAD CAPACITY-PSP 1/8^ H$ (ly Codman Cnemiml eo.' 1/8"ANN 'Eastman CnemRal Cv.'WINDONDAYS. T01•VEMCLASS TYPE'0' USS TYPE'OA'f.1A55 TYI'8'3'.USS TYPE'IA' 100nerlger0"Inlerlger'MOTH HEIGHT HEIGIR ERI.(+)tM.(-) EXTA()IM.(-)EXT.(1)IN(.(-1 EXL(Ij INT.(-) I-Bolles HP Clear or Col%GlassRE HPCleor%Calor Nass By'EvslmvCRemicvl Cv. 'Cvzlman Chemical Cv.' 24• 1000 2100 1000 2100 100.0 210.o 100.0 1]2.0 %L EDGE SPACER %L EDGE SPACER30- 100.0 1200 1x0.0 120.0 100.0 120.0 100.0 120.0 ST.STEEL BY'CARNRA' ' _1/8^ HS ST.STEEL ITT'fJROWAL _7/8"ANN :N3' IWO 120.0 100.0 120.0 100.0 120.0 100.0 118.9 OR_ Silicone ORSilicone O9G' 48' -10x0 120.0 100.0 120.0 IC0.0 1200 1000 107.8 DURASEAL BY'OUANEW - GE-1200 DUWSFAL IN'Ol1ANE% GF-1200 t 01u36" CDs" _ ____-__- OR f-�(11' GE-2000 -GF.-700042' 100.0 120.0 100.0 120.0 100.0 IT0.0 90.0 90.8 SUPER SPACER IN'011MIE%' I UOW-995 SUPER SPACER tlY'OVANEXUOVl-9954B' 100.0 12mo 100.0 120.0 100.0 120.0- 80.9 E0.9 2]At 1/4 Plirt,Ail Sires l 1/4 Inint.An Sires54' 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 Glass Type "M1" Glass Type 4A 14" 100.0 110.0 100.0 210.0 100.0 210.0 100-0 131.2 Q w m Sp• 100.0 12MO 100.0 120.0_ _IWO_ 120_.0_ 100.0 IDBO UNEQUAL I.1TF.5 iYINDOTYS (OKIEL) PgpD11CTRnVLA'.D 03 100.0 120.0 WILD 110.0 100.0 _120.0 t00A -i-OO.8 DESIGN LOAD CAPACITY-PSP 4e4^DIN/iro wlA Yr FImIdA 'u•?T4 J2" _ _ IwiawB a.te 3 0= 108- 54' FO110 120.0 100.0 720.0 100.0 120.0 91.x 91.7 RANDOM DIMS. GIASS PK J''IASS TYPE'3A'CUSS TYPE'1'.Uss TYPE'U' AercPhaNeNv) b612.0 m ]6 (MAX.) --- -- - TOP tTN P.. 1131bn Dtle D da E9 O S J 100.0 120.0 100.0 1x0-.0 10-0.0 120.0 00.0 80.0 Mores HEN:Hr HDGM EM.(4)IM.(-)W.(4)INT,(-)EV.(4)1NQ-)EXT.(4)1Nq-) t`�" 6.) 3E' 100.0 120.0 100.0 112.1 IC0.0 120.0 72.9 72.9 19-1/8" 100.0 1-ii.110.0 1000 210-0 IWO 210.0 100.0 210.0 11, 1� -- "_I ode Pra01r112m -1 14- 100.0 120.0 1000 1200 100.0 INA 10.4 120.0 ii.4 I8-1/2' 96' 38" 100.0 0.o 100.0 210.0 IOOA _110.0 -100.0 IDBS ]2' 120• 611• 100.0 120.0_ 100.0 120.0 100.0 120.0 80.8 BB.E 53-1/8' 100.0 120.0 100.0 114.4 100.0 120.0 74.2 74.2 I g x 12 0 100.0 110.01 100.0 120.0 100.0 110.0 00.6 80.6 19-t/8' 100.0 210.0 100.0 2100 1000 210.0 IWO 210.0 42' X000 120.0 100.0 113.1 100.0 120.0 ]0.8 70.6 26-1/2' 108' 3P 100.0 120.0 IOo.O 120.0 100.0 120.0 100.0 120.0 r Top Vent >( o<S w 24' 100.0 120.0 100.0 120.0 100.0 120.0 1000 120.0 37' ( ) 1GO.0 120.0 100.0 120.0 100.0 120.0 88.8 08.8 o s LL 30- 0. 100.0 130.0 100.0 IT0.0 _100.0 120.0 86.8 B6A I9-1/8' 100.0 210.0 100_0 101.2 100.0 110.0 100.0 210.0 32" (tAA%.)12 66' 100.0 120.0 100.0 110.0 IOO.D 120.0 82.6 82.8 26-1/2' 110' 60' 100.0 120.0 100.0 110.0 100.0 120.0 100.0 113.3 N 3 N ]6' 100.0 120.0 100.0 120.0 100.0 720.0 ]1.8 71.6 31' ryAx,l 100.0 120.0 100.0 120.0 100.0 110.0 7aJ 18.3 F24' 100.0 120.0 100.0 710.0 100.0 120.0 100.0_ 120.0 19-1/8' 100.0 210.0 100.0 710.0_ 100.0_ 110.0 1CO.o 110.0 This Ute must he 4 _ Equal la 110' ]x' 100.0 120.0 100.0 1x0.0 100.0 120.0 01.9 81.9 26-1/2' 110' 66' 100.0 120.0 100.0 II0.0 100.0 120.0 100.0 105.] than the Top Lite -._ .___ .___. -- -_O _._0__._. _-_ (Y,I,ej 1000 120.0 100.0 1x0.0 100.0 120.0 74.3 ]4S J7' (VOL) 100.0 110.0 100.0 120.0 100.0 130.0 69.8 fi9.B 100.01200 IOOA 110.0 100.0 113.1 64.0 64.0 19-1/8' 120' 72' 1000 210:0 100.0 210.0 100.0 210.0 100.0 210.0 ° uu v` 100.0 120-0 ICaO 120.0 100.0 170.0 100.0 120.0 IB-I/2' (DA%J 10-0.0 120.0 100.0 120.0 100.0 120.0 99.8 99.8 Unequal Lite Window10' 78' 100.0 110.0 100.0 12011IC0.0 1x0. IS.675.6 1000 210.0 100.0 210.0 100.0 310A 100.0 203.3(M'�') 100.0 120.0 100.0 12IL 100.0 130.0 U].B 67.8 2e-1/2- (MZ) ]S" 100.0 120.0 100.0 120.0 100.0 120.0 91.3 91.30-•A 120• 8t. M0.0 120.0 100.0 120.0 100.0 120.0 1000 1200 19-1/B' 120• • IC0.0 110.0 100.0 210.0 100.0 310.0 100.0IB. PN f 7 2 X00.0 120.0 100.0 120.0 IOO.O II0.0 ]OJ 70.7 26-1/Y (AUL) 100.0 R0.0 IOO.O 120.0 IC0.0 120.0 94.8 84.B 8 Y 1 LJ All values shown are Design PSF(Pounds per Square Fool) _. VALUES FOR EXTERIOR LOADS(+) SHOWN ARE f UrOwinq FOR SILL 7RIH WAFEROAR ADAPTER ��� 0 7015 LWQcJ_04 FOR Vl161OMYS WITHOUT WAIERBAR ADAPTER _ U/AIT EXTERIOR(+)LOADS TO 80.0 PSF 5heel4Ao110 V.V �sl 2 2 g Installotion Type "A'� tAPUHIANf NOTE: 28 Wood Hucks must sustain w/ 1 .< 8—led P.I.wooe Ruck loads imposed by glazing i system and transfer 0 I l them to the building C Duck bed inr. structure. TYPICAL ANCHORS: SEE ELEV.FOR SPAaNG a o sealant (typ)'-•;c^ 1/4'DIA. ULTRAGON BY'ELCO'(Fu-177 X54 Fy=155 XSQ 0 t N�I • •'• - 1/4"DIA. HILTI KWIK-CON II(Fu=183 X51,Fy-157 KSI) / �� f I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 8 1 4' Did. 1-1/2'MIN.PENETRATION INTO WOOD yr mo l Flat Head Seolonl� --' - - Q u�;�G tiltrocon Or (1yp) E THRU TOY BUCKS INTO CONC.OR MASONRY Kwik-can 1-I/4'MIN.EMBED INTO CONC.OR MASONRY j u " (or equal) !1 = - DIRECTLY INTO CONCRETE OR FILLED BLOCKS a b 11 CH) E C 1-3/4' MIN.EMBED INTO CONCRETE OR FILLED BLOCK — ��"" \ 1/4'OIA-TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN.THK.= 1/87 h INTO METAL STRUCTURES STEEL: 12 GA.MIN. (Fy- 36 KSI MIN.) • ALUMINUM : 1/8'THK.MIN.(6063-T5 MIN.) O w V 1/2• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) U. o IY u G • -� � L1'n'--I TYPICAL EDGE DISTANCE !NTLI CONCRETE AND MASONRY 2-1/2'MIN. MI J i INTO WOOD STRUCTURE a 1'MIN. O n 1 INTO METAL STRUCTURE=3/4"MIN. c, C3 Z� � 2 3/4- � WOOD AT HEAD.SLL OR JAMBS SG-0.55 WK 30=g • Y� CONCRETE AT HEAD,SILL OR JAMBS re..3DOO PSI YIN. O g v,1T C-90 FILLED BLOCK AT JAMBS f'.-200 PSI MRL U C •'± I z 4 Reveled P.T. ' Woad Huck (typ.) WB & A A„ Values for Installation Type "A" apply to the following installation types, with o€ f maximum shim spore 1/4": e d " l I-- Using 1by P.T. wood bucks, min. 3/4" thick, I. d ro94vY _ OPuonal 2-- Directly into masonry, without the use of wood husks. Se.1-t Non-beveled ,r 5I woad Ruck 8 4- ji (dotted) 3- Directly " t a steel or aluminum slr or Se__ Min. I/e thick and using '�by oTaksthe or Sell drilling scoa s. 'eo,Slrudure must be designeJ by others to sustain Ute loads imposed ``-�_ by the window. tUDUCFNBVISED the F'kdb a IIwL11n�C.W ncnpn •N I�j-0512.0 6 1 20� ,drawing wn�ITa:vnvcl roved Optional Pre-Cast siu I W05`04j (sheet_55 of 10) 0 Z �Installation Type "B•' Ins9talYotion Type nC'• C yi5 II��/2,A Beveled P.7.wood Buck based on d penetration ly .. 1 M1 Or T a n woad bucks 05 V Duck bed in K'. , e Buck bed in 4' _01-1.(typ) aeomnl (Iyp) C G z d m a i 1/4" Dia. Vint Head % i sealant — Q y 3 r`' I Ullrocon/Kwik-Con 1/4" Dio. 1 lot Head (tyP) _ E_ y z @d E (or Equul) Sealants Teks Or 1-t/2'• 'Ain. Wood Embed (typ) _ E t/4' Dio. Ullracon/Kwik-Con - - , '� - Fasteners O F CHS r --1 x 4 Px 2 x 4 p.1. Wood Suck(lyp) o' n ; IA �1 Imo'cc R -, r-1 Sae Installntinn w ,� Min. .. I Types A' k 'S' ,� for t x 4 & 2 x 4 4 d! (n ��\ / P.T. Wood Duck Styles H I / �� fA1PORTANT NOTE: z_z� 111 _. 1 Wood Bucks must sustain e _o- _ Wads imposed by glazing 2 3/4 systern and transfer 1 .U •3 them to the building 2 x 4 Beveled P.C. structure. I• Yloud Buck (lyp.) C�, JT JB & JT ;"0Wn^gb„mLb,FIMd IluiWio9 CWe '�^ �� n«epmee No I15•0$120 --� 1 1/2• "in. P.irnwn uue o��R y Optional Total'Hood M� • N{,y `ealanl Mon-beveled Penetration a 19 111 O `fid Wood Buck Optional j I (dotted) P �J Sealant Non-beveled Wood Duck - -- / SO (dotted) 11°e 3 3 8 }1r+rP I �vN . • - K 120592 TJ �� ur.ssla �, k -�_ . •0 1•u .e iv a 0\5 drawing,.. Ut .3 � -- Dptional pro-Cast Sin l_W05-04 - Cheel 6 of 1] �- ._..,._... CHOftS �ta WINDOW OIFISt:SICN LOAD`AP RE AMRN TE).ADOL AT1 08 NIryDON D DESIGN 110 ! wl ,lr ANCHOR D CAPACITY-PSP h0.Or" 'M 1 N8 PAT7£Rti StD.8028 PARERR RFA BfltS AATJEAR STB.ll428 FA_ -'''J o ANCHORS W/O.... OF ANCHORS ,ITB ADOL ANCHOR z,. : AOnLIMS. 8/0 ADOL ABCROR t MOTH HE14HT At 3 8 M& &IHG(-)E r.(+)Ai INT.(-) Wm I HENW At.IAMB CBr.(4)Ai ita.{-)MI.)A,ixr{-) Q� Se 20 _ IOA 210.0 19-1/8' 210.0 210.0 I'•S ' 30' 210.0- 210.0 26-1/2' 240.0__ 210.0 32' 210.0 210.0 _ 37' 210. 210.0 36' 49' a 210.0 210.0 53-1/0' 210.0 210.0 a t a2' 201.8 210.0 19-1/6' 21010 2!0.0 0 t 't o 46' 175.7 _ 2:0.0 26-1/2' 4 21010 _210.0_ 0 g .moi 5a' 577.2 'M8.4� 3]' 33-3(8' 110.0 210.0 OpO.q9g 24' 210.0 210.0 53I/8' 176.9 210.0 d 310• _ 193.7 210.0 f9-t/8' 21 C.0 210.0 32' so' ` it.6__ 210.0 26-I/2.50-5J8. 101,36' 1709 _2100 3J• 20&r 2toAr42' 152.91912 53-1/8' 145.6 198.3 a 48• 12&4 17310 S9-lJe' 25010 21010 _- 54' 1_ 125.3 157.9 26-1/2R3, I9&4 _210.0 24• 210.0 210.0 37• 157.4 t46.7 I 30' 210.0 210.0 53-1/81]0.5 150.7 ^�-^ 32' 21e.a 210`0 I9-1/8' 210. zla.0 3O• 72 6 201.8 _210.0 26-1/2' 72' b _ x10.0 _ _210.0 r/I .2• 181.8 210.0 3J' 19&1 210.0 I aI Q ,471 4B' 145.] 7926 SJ-1JB' 120.6 170.7 �Q 54• -_- 777.2 175.7 19-1/B• 210.0 210.0 24' 210.0 21010 28-1/2• 76' b210.0 _210.0 r---�---- - ' 30• ;69.5 sto.o 3J• 164.4 210.75 _ c LOADS APPLY TO INSTALLATION TYPES 32' IM3 21010 53-tJ0' 1182 168.9 �^J A. B & C AND INTO ALUMINUM BUCKS a' O ro A 3e• e•' 6 165.1 192.0 FOR ALUMINUM BUCK INSTALLATION SEE. �. z_z 12• _i48.2'_ 17310 ti^ .a• us.4 _157.a l SHEETS 9 AND 10. 34' 111.1 1.52 24' 1946 210.0 lYitllh U 30• 32' 753.2 1788 e' 246 36' 96' 6 734.7 18]10 42• 124.5 i4a.3 Scr 3 Sa' ^-10a.8 1222 Addl.Anchor A. 210.0 210.0 "' E �.-At Mlg.Stile Ends Jo' tell 210.0 / Sce Ciwrt Por Copacity =-3 a 4 32• toff' 8 177.7 199.9 36' 16t.4 181.8 42' W.1 _...__.181.0 A6' -'129.7 .45.9 (-T 0 5 8 24' 291.8 210.0 o' 30' ifl6A.._ 32• 120' 8 151.2 I]8.e 38' 642Av 5002 - Gq!JAV AN- PRODUCT REVISTIJ � CGI Standard Hole Pntfcrn �"j 7oa9z az' .•'25.e FIA. 3338 IhHIda971`M1alhe tlodd4 11 '0512-07 eC1 X07 slirmPio6ef ((drawing o. Refer to sh081s 5 k fi of 10 far description of insto0etion types A- 8-C IWO5-O4 �shee2 7 011 Vertical Mullion Performance Horizontal Mullion Perfortnonce 4-.0 T Tributary Width I- W2 For Window Performance, refer to sheets 3 at 4 54' Iy z sl O For Window Performance, refer to sheets 3 or 4 0 q 'N2 Wl W2 .1 IA x I"FIT G"n lnst,�6-Screws ul typ NO Gr 0 l,ks 01 Self Drilling Ft r- ... ... ... M�, 0 A .......... �_ - --'' � E t? Q 4 {�� ,_ Seol.nf/ 1� �I�1/rL I � I E Q W 031�„^ f:.aa./L-i� 4 I I j-- (typ) MIT .......... lupi le Opening !.-,ultiple Opening I'x 4'x 1/8"thk.Aluminum ore 14 d,1) 2 -ird.. Tt�be Mullion(unclipped at endl G w/ 1 screw e Of m.";.n each side of mullion on h'si'd 2 S on length - Wdw Width - I landord Instoll.ti- High Load Installation ddit....l hales I.be drilled by installer) 5.In K 0 Li I'x 4"x 1/8" thk.Aluminum 11bWON DESI.N CALM' -PSi L ACITY-DSr _ A ADAC -YSI 0 Tube Mullion (unclipped of -dS) cM TWO ANCHORS 71MV ANCAORS ONE. A o. 71."cm.. T11 "a ANCHORS TM- Mull length = Wd. Haight I WINN DIM. FACjl"Ill EACII Moz 0110,SIDE WINDOW DIMS V,,CH MR RACH SIDE "cll SIDE WINDOW DIMS. EACH SIDE FACHi SIDE "CH Sloe +a - HC= Ehr(0.-(-)va.(-).-H-I.)..!.(-) - I IT.A.)--(-)-.(+)&-A-)EWT4+)-F-(--) - Wl*) - -)an.(-)&-(-)w(+)-1-(-) 24' 150.0 MOD 210.0 24 "i 1218 Ia7 /8. -7V 21.0 #14 x 3 4"FH IX, 210D 2102 �3 10Ov7 21.D 21.0 210.0- C 03 JV M.. --v lz- 1946 f,.ks Or Self Grilling Screws .r ----1 1.1.2 21oO --21oO- Z:i -'W2 9Z3 ma ar' 1761 210a DO, 210.0 l5* 31. 42. 1115 210.0 VO-_D_ .2' 001 53-1/6- 2:01 46' 112.5 21MO 2104 r 37w5 75+0 76v1 USO 11 1121 V... 34A 1 2.- M.9 -0 ET JI zr 1525 xlao 122 5C - I ';/2 50-5/6" • i'D V.D 210.0 SWO 1114 2'.. jo* 16s 101.1 1- 210,0 ]2* 024 la..l 32" _4.0 71.9 -IC9 Iq-'/W 1269 2104 210A "be 14. .2. 54- 2.-1/2-1 MT 2104 ar 4.4 -67T 61.2 -1/2* 93i 2'... 11.1 -T- SO'S ww5 :,1- 1-2 1" 1- ." x5-4 • 78.?. 157.4 21oV ji 75.0 150.0 21MO 48, 32.1 51w7 12.2 67A 5., 210.0 2e SOD 11.1 11.4 19-118' im5 2104 21o.0 IaI.H �v NO 21 3D. 11.1 - 57.1 211-1/2' 2104 ell- • - r BLL-- I ! R 75A 151A 2104 14.2 "1 31' 1".. 53-Ile 517 1., 72J 144.6 2100 0 ". n* .? 1315 i-- - I! S-I.rt 11.2 21DD I. .2. 210.0 '(IVP) 75- 15&9 59.5 1125 1641 3 Se.q In.. In.7 51' 1 1-7 i604 11.3 -7 1 'mo 2C 75+0 1- -D W 12.1 12.2 1725 1111 52' 599 111.1 162.8 36' 84' 1411 T,e,NwO NIWO I,RMUUR nSED 12- 490 0,10 _71--7 -1 M 1x0592 mrenlDl iM,,i1hftFI16b CAI ]SSe DnildivB C°dc 1 48' S4- 12.1 64.2 IM4 ;;!m- Otj�fl 205 W05-04 [sheet-9-of 10,1 PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM I�L7G�8AMING DETAIi 4 I y OF ALUMINUM 1{UCK OF ALUMINUM TRICK INSTALLATION ANCHORS INSTALLATION ANCHORS IT TO SHEETS 3 1NRU 9 FOR WWDW CAPACRIES l l� USE LGWCR APPUCABLE VALUES. 9p ANC110NSPACING ANC SPACING ANCHOR SPACING 4NO1GR 6PALINC ANCHOR SPA No ANCHOR SPACING Z ^ 3 WINDOW DIMS. INTO CONC. INTO No IF REDO INTO HOOD WINDOW DIMS. INTO CONC. IMO HCI]08 RIDC INTO 8000 'WIDTH HEIGHT 10'O.C. a'O.C. IS-O.C.:8'O.C. 10"O.C. O.O.C. "DIN HEIGHT IB•O.C. 8.0.4 18'O.C. B'O.C. 18'O.C. B"O.C. 24' 310.0 210.0 118.7 _2tO.0 210.0 210.0 19-1/8' 210.0 210.0 -210.0 : 210.0 x10.0 210.0 _ I N • , a 30" 210.0 210.0 155.9 210.0 210.0 210.0 x6-1/Y 26, 110.0 210.0 210.0 210.0 210.0 210.0 0 ]2' 210.0 210.0 ISOs 210.0 110.0 210.0 3T 210.0 1310.0 less _210.0 H0.0 210.0 • ,I �•� <; J6' {B' 210.0 210.0 142.9 210.0_ 210.0 210.0 53-1/8' 210.0 210.0 145.0 210.0 19&8 210.0 _ 0 n I 12' 305.7 210.0 131.] 204.2 17" 210.0 19-1/8" 210.0 21MO 210.0 210.0_ VIA _210.0_ ae' 205.7 210.0 131.3 201.0_ 180.0 _210.0 26-1/2' It0.0 210.0 173.9 210.0__210.0 210.0 ___ a J8-J 8' 54' 168.0 210.0 IW2 187.6 141.0 210.0 J7' / 210.0 210.0 IS7.4 2100 210.0 _210.0 - d n O 24" 310.0 210.0 1]40 210.0 210-0__210.0 53_1/8" INA 210.0 1185 207,4 159.2 210.0 ]0' _IIEI 210.0 114] 2C0.1 310-0 210.0 19-1/B' 210.0 210.0 19&6 210.0 210.0 210.0 1 Q .�•.C'. ]2' 171.8 210.0 109.6 191.9 210-0 210.0 28-1/3' 210.0 2140 1559 210.0 210.0 210.0 - 50-5/B' I •IJI 36' 60' _160.0 210.0 102.1 1]&7 210-0 2100 ]7' 2073 210.0 129.9 191E 210.0 210.0 Q w - 12' 14].7 _210.0 94.2 164.9 17&3 I 21 10.0 53-1/9" 111.8 21MO INA 180.7 147.3 210.0 {g• 140.0 210.0 897 158.3 180.0 210.0 19-1/8" 210.0 I 21UA IBRD 210.0 210.0 210.0 54' 135.8 210.0 86.6 151.6 1422 210.0 26-I/2' �, 110.0 210.0 146.4 210.0 210.0 210.0 24' 2ta.0 _210.0 174.0 na.a 210.0 aOD 3T 16].] z+o.o 117.2 I81s xw.0 a0.o Ia' 178 210.0___1128 1f 03.1 210D 2!0.0 5]-I/8' 1562 210.0 99.7 1595 1<6.9 210.0 114 SINS /74 SNS 31 ]2' IGB.a 210.0 _101.7 197.8 210-0 3140 19-1/8' 210.0 210.0 161.6 210.0 210.0 210.0 AT 6'FROM ENDS AT 6'FROM ENDS-1 3 !A r AND 24'O.C.MAY. AND 24'O.C.MAK.J 36' 72" 155.6 210.0 99.] 178.] 210.0 210.0 38-1/Z' J2, 194.2 210.0 12].9_ 270.0 210.0 210.0 Q' R a2" 111.2 210.0 _90.1 1822 17&] 1140_ SJ' 152.8_ 210.0 97.5 175.5 210.0 210.0 i 48' _131.3 210.0 83.8_ 1509 180.0 210.0 53 -1 /8 ' 125.7 210.0 19.9 14].9 146.9 210.0 • 124.4 210.0 790 142.9 1422 210.0 19-1/8" _210.0 210.0 151.9 210.0__210.0 210.0 24' _210.0 110.0 134.0 210.0 210.0 210.0 26-1/2' 18, 1819 f 210.0 118.0 200.9 x10.0 310.0 }O• 1]5.3 210.0 111.9 0.4 210.0 210.0 ]J' _1421 i 210.0 90.7 I I6]J 210.0 210.0 I I 3 N ]3' 106.8 210.0 108.1 117.4 210.0 210.0 5]-1/8' 115.1 ZP/S 73.5 1]27 14&B 710.-0 LN I 1 I3 -� Uul 3�R ]6' 84' 152.7 210.11 90 .5 1621_ 210_3 210.0_ _• 1111�l I }'o 42" 137.1 210.0 873 _105.9 1]&3 _710.0 1a" 126.0 _210.0 80.4 1]4.0 180.0 110.-0 - •�N -' 1 -' 'P r1�a `• 54' 1179 196.5 75.2 123.4 142.2 210.0 n �• -_-- - - \IN N U-2 24' 210. I(210.0 114.0 210.0 Z_O.0 330" _174.2 I 210.0 III.2 190.6 210.0 210.0 32' 18_3.4 210.0 1055 180.9 210.0 210.0 -- •CONCRETE-]OW P51 P WOOD BUCK I stI 36" 96• 150.0 710.0 96.2 164.9 210.0 210.0_ BLOCK 1924 P9 I I ' �p1E Wppp STRUCTURES U C a2' 1]4.4 3140 85.8 117.0 IJ&3 210.0 +I I�'t/4'OA ULTMWN OR \ + SILLS CAN ALSO BE USED 0 \� 1/9'O:A NWIK-CON 9 0 yT7� Wp {8' 122.5 110.0 18.2 1]4.0 18&0 31Do .WITH OPTIONAL WATERBAR 1-3/4"MW.EMBED INTO t ^f- •4' -117.6 1948 725 124A 1122 2100 _. 2 1/2'49N. -CC C.OR FILLED BLOCK I 1/4'alA ULTRACON OR 24' 187.8 210.0 _117.7 210.0 210.0 210.0 \ EDGE oRT. AT 6"FROM ENDS AND 1• _� I/4'010 KWIK-CON II '-`_ _ 16"OR B•O.C.MAX. I-1/2'MW.EMBED 9 a 3G' 1517 210.0_ 98.8 179.0 210.0 210.0 SEE CIWR FOR CAPACITY AT 6'FROM ENDS AND m$E 9$ 32' 103. 210.0 91.8 1]0.4 310.0 210.0 16'OR 8'O.C.FAY. 108' -- - - - SEE CHART FOR CAPACITY ]6" U0.7 21o.0_ 83.4 1512 210.0 210.0 11PICAL INSTALLATION �ETA1L - - 43' 115.9 210.0 R.9 1st3 Dai 210.0 ON ALl FOUR SIDES/USING ALUMINUM BUCK S'STEM 3 R 8 18' 105.0 195.0 87.0 121.4 I80.0 210.0 - _o b'� 24' IB&1 210.0 119.7 310.0 _210.0 210.0 30• 1538 1 210.0 98.0 18Jb _210.0 210.0 ---4.253- - -- 84s 14 ]2' 120' 145.4 210.0 928 173.9 210.0 2140 1.270 .6251-- -.908- .O6S 2I 38' 1]1.8 210.0 =F_ 4.1 157.6 310.0 210.0 I En9n.aVAO ARM•D PHODUCT REVISED amp7ingnimOv Flali6 12" 116.4 210.0 74.3 179.3 178.] 210.0 r.C65 -11t25 2 nmM.Ie.'.PMW.-0512.p 5FlPhAtim Do ALUMINUM BUCOPTIONAL COVEUU�? D r�o_dWr0y5 I -%b1 On 4 6063-76 600-TB '"--_-----� I 1110 (sheat 9 GF�p PERFORMANCE VALUES PERgpHMAN'CE VALUES OF ALUMINUM BUCK OF ALUMINUM BUCK �/ 1 INSTALLATION ANCHOR$ INSTALLATION AN HORS E]tl.(a)6 0.7.(-) -(+)1: Mp DOa OIMS. WCIIm LIT.I:OIpa BLOCK WCHOR9 IMO CONC. 0Ca0H8 I-7000 KIHOOt OIU& WCIIOIt9 Of10 It-O xic. I CH-IMO TONG. ANCHORS INTO a66a z m 3 CI.USTe0 MOMER CWSIER CLUMrR CUISTE H CI.OSIER CI WTIF CLUSTER GLUM,.CLUnm MUSTCR CLVSTf]! CI13T!'RICL.9TiA CLUSTER ICLUSTIR CLU9TTR Cf.1IMP.A CLU.SRR CLUSTRR MUMFAICLUSiLl11CLU91Tit MUM R 0 W OTH HEIGHT OF 2 OP 1 m•a Oy a 0P 2 OP 4 OP 0 OTA OF R OF 1 OP 6 OP A WIDTH HEIGHT 0P 2 OP 1 0P 9 OF fl OF 2 OF I OP 0 01 9 OF 2 I OI 1 OF 6 O]a )' ; 24' 89.3 IJ&] 210.0 210.0 110.0 2100 310.0 _310.0 120.0__210-0 _310.0__210.0 19-I/&" 210-0 210.0 210.0 210.0 210.0! 3100 310.0__ 210.0 210.0 I-210.0 _310.0 210-0 a S 30' 7&0 _155.9 210.0 210.0 1322 210-0 210.0 210.0 Ip1.] 309.3 210.0 210.0 28-1/Y 311, 210-0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 310.0 II)3-10.0" 210.0 210-0 IaQG y � 3Y 73.1 150.9 1310.0 210.0 118.1 210.0 210.0 21GQ 101.3 2025 2160 210Q 37' 2100 21.0 210A 21QO 210.0 1 210.0 21MG 210.0 21.0 210.0 21MD 21.4 ! 210.0 112.0 _210.0 210.0 _210.0 96,0_ 192.0 2100 210.0 W-1/8' 210.0 210.0 210. 210-0 210.0 210.0 210.0 310.0 ZI.O 210.0 27QD 210.0 Qi F0. 1t' 6&1 I]&I 201.2 210.. 108.] 310.0 210-0 210.0 914 IS6.9 210.0 210.0 ID-I/.' 110.1 210.0 210.0 210-0 2100 210.0 210.0 210.0 Ia&2 2104 210.0 2t0D Q G v y n b' 8).0 111.0 301.0 210.0 10.14 210.0 210.0 210.0 900 mo 210.0 210__0 210-0 3837' 311-]/0' -115_9`_210.0 1 210-0__.210-0 181.] 210.0 210.0 210.0_ 1]57 210.0 210 21MO d 51• 61.0 1.31.0 101.0 210.0 -Fos-0- 2100 210.0 HTO 904 160.0 110.0 210.0 ]]' 103.0 12C..9 310-0 2100 16U 210.0 110.0 310.0 111.0 210.0 _2100 210.0 O Q`D�l 24' 67.0 134.0 1 201.0 1 2160 103.0 1 2104 21OA 1210.0 90.0 160.0 210.0 210.0 33-1/9' Iowa X9.5 210.0 2tOA 16x.3 210.0 210.0 21MO Ib6 210-0 210.0 210.0 G ¢¢m 20' _3)2 IIID 111.3 210.0 89.6 I I79.2 ZI.A ZIQD 76_8 151.6 210-0 310.0 19-+/0' _%3_ _I9&6 210.0 210.0 _154.0 210.0 210.0 210.0 _I3L0 _110.0 210.0 13100 �l a ]2' 34.6 109.6 161.5 210.0 Big 171-0 1210.0 210.0 116 I{).3 210.0 210.0 26-1/2' S0-3/8• )7A 153.9 21MD 210.0 12L7 210.0 210.0 210.0 Iq.J 209A 21MO 270D ]e" w' _S1A 102.1 1511 204.2 80.0 1GGA 210.0 ..... _6&6__I]].1_205_7 _210.0 37- _61.9 129.9_ 1949__210.0 _IDI.a 20].5_ 210.0 210.0 072 _I]I_S _210.0 21MO 12' 47.1 91.2 141.4 1885 ]]8 111.1 210.0 210.0 63.3 12&6 189.9 210.0 53-1/e' C62 1205 180.7 210.0 94.4 1066 210.0 210.0 11.9 1619 210.0 210-0 b' 1l,) 693 1510 17&7 7.0 Iwo 210A 210.0 60.0 1120.0 180.0 2100 1.I/a- 73,3 131. 21.0 210.0 118.4 210D 210.0 210.0 101.1 2021 21.0 210-0 M 54' 13.3 E6.6 1290 1)13 e).9 1339 12w.8:210.0 38.2 ' 11&1 1743 210.0 26-1/2' 8]' 3&3 1".+ 11]3.6 21.0 91.1 Ia35 210.0 210.0 78.11 IMM 21.0 210.0 --- 1 21' 53.6 10]2 I0.9 210.0 "A 1150 210.0 210.0 72.0 111.0 210.D 210.0 JY 1&9 918 140.8 19].3 715 116.9 21GA 210.0 O&B 121. 16x.9 210.0 30" 113.1 907 I IDSA -11115 7.7 1413 210.0 210.0 WA 121.] _1.19_ 210-0 w-I/a' ]9.9 )9.] 119.6 159-0 !LS 1250 19)9 110.0 5.3.6 10].1 160.) 210.0 iJ JI' al.l 66.1 1292 1723 _67.3 135-0-_2035 _210_0 37.9 113.]T 1710 1210.0 19-1/6' 61.6 1303 197.9 210-0 101.3 203.6 310.0 210.0 26A 1)].] 2100__210.0 38" 7Y ]9.7 )9.1 119.1 158-0 62.2 124A 106.]1 210.0 53.3 106.7 IToo 210.0 26-1/2" ]], 19.5 99.2 11..7 19&3 77.7 1554 1210.0 1 21M 564 133.2 199.8 2104 !S 112' ]6.0 72.1 10&1 1141 565 1119 169.__210.0 I&4 9&5 145.2 193.9 ]Y 39.0 740 11].0_ 156.0 _61.1 �122 t18312 52.4 IW.8 137.1 2095 c] Nb' 73.5 9).0 1005 ISI. 525 IDSA 157.5 210.0 150 90.0 1]5.0 100.0 5]-1/8' 310 61.0 95.8 127.9 50.1 bD 95.9 130.9 t71A iOtu4' 31.8 015 95.7 127.1 199 99.6 149.] 199.1 12.1 95] 13&0 1]0.7 1H-1/.' 60.7 121.5 1822 210.02 91.6 1&12 210.0 1210.044.7 697 1]6.0 11.] 104 Ia0.0 270.0 ZI0.0 60.0 120.0 190.0 210.0 26-1/2' 194 9L9 1]92 193.) 73.] fill tri.] 187.0 210.0 :0' 37.3 ]1.1 111.9 149.1 3&f IMIT 173.] 210.0 50.1 100.2 ISOJ 200.] J]' 3.J 72.9 10&a 115.1 SB.H_ 1&T 97.9 11&2 IW9 in ��No 1 32' 335 70.9 1011.1 _111.9 SSa 111.2 _168.8 2+0.0 .7.._ 953 113.9 190.9 W-1/8' 29.4 5411 88.2 117.6 46.1 p2.I 179.2 181.2 395 79.0 11&1 137.1 �I N 3263.097w5 ]8" 61' 5 63.0 97.5 129.0 50.9 ' 101.. 15i7 M/.. 116_ a1J IJ69 1745 O 12" 29.2 387 87.5 1167 117 914 1]7.1 1-1. 192_ 76.1 117.5 13&7 w 116• 2&e SJ.6 841 i 101.2 4Z.0 810 126.0 16&0 364 TIC 10&0 144.0 / n Z Z L-), 31' 25.1 50.E ]i2 100.3 39J 7&6 117.9 157.2 11.7 67.1 101.1 134] 12 y PRE PUNCHED INCNOq HOLES 24' ]8J 78.6 114.9 15].1 w.0 I I20A 180.0 21MC 514 102.8 154-3 205.7 3'M. IN HELD I /All O7N HOLES O R &L5 95.3 127.1 199 99.6 � 1193 1 19-01 42.7 B•a] 1250 1767 SPAWIG �_--L / DPRlEO W � U p ]2' 70.1 603 _90.1 130.6 _472 94.3 111.7 1990_ 10.3 61.0 121.3 1 162.0 --_-- �� � �U ]6" 98' 21.5 550 BLS 109.9 411 882 I29.2 17- ]6117" 110.6 1117 42' 21.5 1.Q 73.5 _%0 38.1 )6b 1132 151a 329 634 982 IM.7 ' 111' 227 147 67.0 89.3 ]3.0 70.0 103-0 mg ]OA 60.0 900 I 120.0 G a�• j 51" 70.7 11.1 62.1 62.9 ]2] 64.9 1 974 129.9 1 2Fa 557 615 IIID SCRLNS IN CLUSTflI Y ,2' 23.2 I 17.9 11.5 91] ]7J ri.7 121 1111.3 JLO 7GA .5. I t BA i _-'__--_--- SEE SM B OF I I _ 21' Ji.s 87.0 1063 134-0 325 IDSA 197.5 210.0 43.0 90.0__1]50 100.0 1K/4UI1K)N jc Y 1. 35.2 7 14(19 ]0' 27.7 553 67.0 110.] bA 66.7 1.30.1 17]4 ]].2 74.3 111.5 118.6 11 109' -62 - ----- v;ql$p Y 21.1 q2 614 84.3 33,1 fi6.2 99_3 1]2.1 2&4 5&7 _65.1 1135 I (tNS 18' 19.1 3a.1 ' 57.4 1 7&5 30.0 60.0 90.0 120.0 :11 51.4 77.1 1010 � 24' 29.8 I 59-0 19.3 119.1 467 913 Iw.O 11147 10.0 1.A 120.0 16.0 ]O' 24.s 9.0 715 911.0 3&4 )&d I1S.2 Isle ]2.9 b.a 9e.7 131.] 0l8 - - - - - L M' I]0' 212 1&4 ! 59.8 92-5 383 I )Z.] 10).0 113.1 343 627 9]5 1248 � 4 ]6" 31.0 12.0 67.1 841 JZ.9 63.9 90.8 1]1.6 2&2 593 841 112.9 1z' 18.6 37.1 55.7 x.3 39.1 5&i 673 11&1 119 499 746 99.7 - - ANCHORS MIN. EDGE DIST. = 2-1/2 ANCHORS AT 1AVA0 WWD PRODUCT IIEVISED ,$III F1INl)TS_RUCK_F'RAMING ELA.FET�70592 maamldymg wiylbe Fim161 i 1 1 CAN IM1 16inP Cate (A'P MUI.LION ENE)S) CLUSTER OF 2.4.6 OR 6 ANCHORS Atteplanav No 15 1112• I }• �( (SEE LIURIS ABOVE).ALL OTHER DUCK P IDale 8 l� J 5 ANCHORS AS PER SHEET 9. FOR WINDOW ANCHORING TO (CLUSTER OF D BEING SHO-) B,Ul Mliaro D1ee9190c+ (�eT67,iDy �j ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUTANUM BUCKS ARE SUPPLIED Wm1L 1015 I WO5-041 SPACED AS PER SHEETS 7 & B. CLUSTER OF 2(1 SCREW 1NLE PER SNE)STANDARD. EKIRA HOLES OUST BE FIELD DRILLED IF REQUIRED. 1 ,sheet l0 o11p�