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HomeMy WebLinkAboutProduct Approval (4) 7 `1I©�^ C ST.LUCIE COUNTY BUILDING DIVISION • R E C E I V'---D J U N 2 4 IzE WED FOR CO. LIANCE IlE IEWED YY DATE -7--,1&-)16 MIAMI•DiADE }."LANS ANb F ERMIT MUST BE NPT ONJTOB OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY # PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.miarnid9dq.1ov/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 Cc.itrol 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."360"A num in 1R eng �li�� 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. / 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, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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®aad 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. 7A wu, Nl6nueklrere ,P.E. Product Cont oI Ex miner NOA N . -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 );-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 FBG,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 7) Forced Entry Test, Type "A-A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA No. 08-1208.06) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" vertical sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,.5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 16, 2014, issued by 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) Manuel Pere Product Control Ex min NOA No.15-0 .07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGIas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423A5 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 Colur Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51s Edition(2014),and of no financial interest, dated July 16,2011, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted tinder 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 NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA 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. ManuelPer ,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 0 i Generol_Window Sections FRAME AND VENT DETAILS FOR GLASS SEE SHEETS 3&4 FOR CAPACITIES. IIM�I� 1/2'(lyp. n IB Lz ,, Z 3 Fg P t I r S Iprrede So•.n CN Q6 Oto 9 .� io InslallOtion Strews O u� n (y{ (ems) a - .—_ (Refer to;htcl; �� 5. 6 k nfommlion O g +u 1a spacing ) V N �_ pp� fA9 Iluu����I� r�r YlinAow Lyidlh _ Q a 0.3 a 1 C ('F,, I 6' 71 `J Daylight T o r Daylight i( PYP) 3 9/16" Opng. OP.9. 3 9/16- NO (H 7sr vacrs J a r ron awu ornanS _ Window Width Window Width {orc,,.KI Aunll nslionul)r JI INSTRUCTIONS FOR USING CAPACITY CHARTS: \I II-_�� s STFP 1 DETERMINE THE REQUITED DESIGN PRESSURES FOR = O F o _ A GIVEN WINDOW OPENING, I1I�I IJ ` f STEP 2 IDETERMINE HE CM1ACl/OTHE WINDOW 1 SIZE/CONFlGk/GU55 TYPE fR04 CHARTS ONad ,CLIEETS J AND 4. FOSINGLE OPENINGS,APPLICABLE TO ANCHORS TYPESTEP CETERUME HE ACHOR CAPACITY FROM SHET) RGN ^n I rT N n as I1�0 A.B OR C SHOWN ON SHEETS 5 AND B. I i o O�n P v �ITI STEP 4 IF ALUMINUM BUCKS ME USED,VERIFY THE BUCK L- II. i Z_Z INSTALLATION CAPACITY FROM SHEET 9. g STEP 5 FOR UNCLIPPED YUNCO RS DOW'S OEFFOR I if 4 p MULUON FRO ANCHORS HEFT S.FOR,XA TORE I 3 I U o VUWON FROM CINNIS ON SWEET B. a— I IF ALUMINUM BUCKS ME USED DETERMINE BUCK (J STEP 6 ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. (oPlo,mq 5 E' T- WE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EOUAL OR EXCEED THE REQUIRED DESICH K S (41-0 (NeRuu ) PRESSURES DIMMED FROM STEP 1. `l i o t;� R<D typical Flavolion %^ I Ir $F.RIES'U90'AI.UMINl1AI SINCL6 TILING WIN00]t o��o I'D MPRO/K AERIES TO SINGLE UNITS OR SIDE BY SIDE COMBOUTIONS OF SH/S.H.OR SINGLE HUNG WITH OTHER MMMT-DALE COUNTY -.FII APPROVED'WINDOWS USING MIAMI-DADE COUNTY APPITOVEa MULLEINS IN BETWEEN. I• LOWER DESIGN PRESSURE FROM WNDOYS OR IUWON APPROVAL - S C I G WILL APPLY TO EMILIE SYSTOL tTHESE WIWOUNS ARE RATED FOR LARGE MWLE IMPACT. F"l - SHUTTERS ME NOT REOUIREDD. 5 n� _ 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RFOUIREMCHTS OF THE FLORIDA BUILDING CODE WW CdNO HIGH VELOCITY (Ocie.wblr) HURRICARE ZONE(HMR). G --- / _ r+Fl WOOD BUCKS BY OTHERS,MOST BE ANCHORED PROPERLY TO TRANSFER IFRODUCr MiSM. '¢ E (C".—) LOADS 70 THE STRUCTURE. 1110.mplyirre MFlor)dtE-: AN ,uvM YAD I(lf0 S I nUAv;RW cove CIVIL 0. L1 ANCHORS SHALL BE AS LISTED.SPACED M SHOWN ON CEFAILS.ANCHORS A rPW apa4 J((� EMIT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCOtr union O. 1SSe 4 e a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME Ny i" a HOT PMT OF THIS APPROVAL -i L° N1iouM)yr lY,MwL C =_J Standard 12 Psf Sill Optional 15 PSF Water Oar Adaptors A LOAD DURATION INCREASE S USED IN DESIGN Or ANCHORS IMO WOOD CNLY. Il 31 5 drawing no.1 MATERWS INCLUDING BUT NOT LIMITED TO STEEVUEFAL SCREWS.THAT W05 04 Can not he used.Jh lock type © COME IMO CONTACT WITH OTHER DISSIMIUR MATERIALS SHALL MEET ME REQUIREMENTS OF UNE FLORIDA BLDG.CODE Sheet 1 Of lO� FRAME AND DETAILS ES 34 3A 4 Az TI"E' '"0 SS !SEE SHEETS 11.4A FOR 1�16ALI".ISTYP V OPTIONAL TOP ML SWEEP LOCK NOT AVAILABLE WITH 7"_�SE CLASS TYPES. 01 01 liistollation ScrewsRefe, to ShIS 4 5, ( - 6&7tt., spacing in A. tYndow Moth 14 fi. TN sl Dylight 3 1 3 ____Opcni"g I Mit 4101 o 0 ra 0. x IR 17 [®R Muzing at Insulated Larnincted m 9 io 5 9 ns 9 9 0.1 em FE IM2 irm 2055 �mprodoct dro—g ' Sl.�dnrd Sill _LpOonul 15 P5F Water Bar Adaptor W05-�4'! can eat ee-d.ah Mck type Q (sheet IA of IO) 0 v� ab �I OG + ad<a� oam�$N ILSNp JBN3 ¢b�xdP Bill of Materials =_ `J ITEM PART B QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER 1 MARKS 5: 1 W23201NG AS RE0O. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE L'LTRAFAS/SCHLEGEL o 2 CCI-612P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCKi O r,-, H 3 8146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY J N � 4 N/A AS REDD. GLAZING GLASS VARIES fn��a 5- - --N/A 1 _ COMPLETE SCREEN ALUM/MESH N, CGI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WOWS. 28'WIDE& SMALLER - O 3 m m Z 3i o & 616C ATTACHED W/(2) p8 X_5/8"FH SMS 2 0 WOWS. OVER 28"WIDE -. --- ------ - � 30_x; A307O0& OPTIONAL SWEEP LOCK & KEEPER (replaces 1 0 WOWS. 28'VIDE& SMALLER 7 C3O705 1 OR 2 item 6)ATTACHED W/(4) N6 X 5/8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 0 WOWS. OVER 28'WIDE U 4j 8 18-11-xx-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 149 WDWS.28"WIDE& SMALLER �rr 2®WDWS. OVER 28'WIDE 9 CGI-6140 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES _ BOTH BALANCES CAN BE USED Icy(7 g 4 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CCI-618P 2. VENT STOP _ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS » 14 CGI-613P 2 FIXED VENT SHIM WC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 1`RODUI.T REVISED `19? _ 15 CGI-619P 2_TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING _ _ 1t1oH1O00pJe .0512.0 Aam�R w l 16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING 1` 1O�Ly��L'�dx0�� o v^8 8 9 IZ t-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONW.-BALANCE ATTACHES TO IT N11 rwev,x�a t a 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES_ BIO X 1 1/4'PH SMS(2 PER CORNER) '- 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES _ 810 x 1 1/4'PH SMS(2 PER CORNER) 20 CGI-382V AS REDD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS M i PE '0392. c 1L JS]E j l 21_ VARIES AS REOD. Srt1CTURAL SILICONE _ _ SILICONE 3 SILICONES CE-1200,GE-2000.&DOW 955 COMBINATION EGRESS WB LOCK&UFT/PULL CUSTOM CASTING 1 -2 WDWS. 28'WIDE& SMALLER l 5 a=l , 22 CCI-632 1 OR 2 ZINC 77rowinATTACHED W/(2) R8 X 5/8FH SIAS (FOR USEWITH WATERRAR) 2 9 WOWS.OVER 28"WIDE _ I. 111III5 23 - 2/UTE SETTING BLOCKS EPOM - OUROMEfER 85*5 SHORE A —O4J �sheel 2 D/10 I y � m I Sb97—..--. -I ��Is� a m� PA G00-Frame Ileatl tiUl-Frame Sill 6D2-Frome Jomb (,) N GG63-T6 608J-T6 f.063-T6 '� VENT SHAPES FOR CLASS TYPES 1 & 2 C-1.520 e m 8 1 � Q3E�F r- 3� -- 1701 1-832-1 OA-Hariz. Rail 605-�>,ed InUck. in Inllck 607-Sid !tail 6D9-Glzq. 0latl G067-7� 6067-i6 `r O6-IAOv�� 6063-T6 Z,Ix6. 'y I.328 F-1.326--i VENT SHAPES FOR GLASS TYPES I JA. 4 & 4A w o 6i iy Z 1-1 7I 1.77J—y I.12.070 �IILLf.8�]2-t .CBO 2.607 II �� S.IIJ �. � 0 .085 U'Z ..256 3'. 217 _ L. 'J]p y �4 I. 30 n_3 ^h I I O� .940 960 .940 9160 I U .070T _ 629-Cl g. Oeod 630-Glzg. ©cad C 625-Horiz. Rail a26-Fix tl Inllck. 627-ldoving Inllck 6211-Siae Roil 6063-T6 6063-T6 K = -- GOfil-T6 _ - 606le Tfi �� -606}-T6 for Glass Types a h dA for 6Tass Types 3.Y SA i)�luk 135-{ .325-I I la'2 i g 3 v' rj1 I I.694 U l°I oc Yf S 3.155 u .0)5 Fpr JA'/ID AN4aa PRUOUCT REVISED I�� WL ;o mnplyin6 uiEl Ylo Flpdda M FE 10]91 II�aNioP�b a I R.Ss]e AaspmaRn 15-0512.07 1 k .I I I rv�;rlkn oam �7D $ a 5 6� 375� L , 0 2015 ai�a .exp esa d awing no. 671-Waterbar 631-V/otcrbar I1/iJUg 04 G063-TS [ 6063-15 lam_ (sheel2A aT 10', I/6"Ann.Glass I/R'HS Gla1s81 090-ietereyar .09n•Inree"is, Ira o .Seat.ycm, S_,Oms ... (Jill D7'Koro,%A-me,lna.• Try•kara,ay A-rea.I.e.' Supplemental test Results for: P on^mled a .ors'mt«layer sone„cP r m F.Core -saeee CP,bin Er cora Air Infiltration - Water Leakage Resistance - Forced Entry H n 87•Fo,_Chemical Co., 8y•Eastman Cheracol Co.• f n 1 .:oD•mledayer .100•Ihenayer Test Type and lActhod Results g$ AoV ._Sabe.Nv hear or Color Close Sam„NP Clea,m Calor Glom Try`Eastman Chemieui Co. RY•Eastman Chenric.i Co: Air Inliltrali..rest(ASTM-E283) d+leu m -1/8"Ann. Glass . 1/8"HS Gloss D 1.57 psi Pressure differential PASSED{.044 C.F./Min/sg Ft)i v G H 1 t ` - 0 6.29 s£ rassure differential L _ P P PASSED(.q76 C.F./Min/Sq Fl) O n 5111Cane ~a •n SiDaann (yo >g, GF-1200 GE-1200 Ytoler Leakage Test(ASTM-E331) No leakage snowed I �sap +! GE-2008p c GF-?000 without wolerbar ndn 1 ! d m ri D0W-995 Ow 995 Par PASSED 0 12.0 PSF S with w.te,hnr adopt., PASSED W 15.0 PSF rn /] m 1p Y.tels on alae 3 m 1/4 vaintA or aces W wrier Than 36' Wider Than 36' Forced Entry Resistance test -11 G!OSs Type "I" Glass type "2" (ASTM ryes A,crude 10) a S/16" ^Nominal Gloss 5/16Nominal Gloss W-'3 a r Annealed/AnneOied HS/HS = n EQUAL LITES 1TINUOWS EQUAL LITES WINDOWS. EQUAL LITES WINDOWS wINDON DIMS. CTASS)TYYE'1'CLASS)TYPE(-E• WINDOW DIMS. LASS TYPE Y•c•• -- DESIGN LOAD CAPACITY-PSF DESIGN IDAb CAPACITY-PSV DESIGN 1.0.00 CAPACITY-1'SP I tvid(h_ 1.033 TYPE'2' WINDOW GINS, CLASS TYPE•i'f.L15S TYPE.a. ! z iY MOTH I NDCHT EX/.(f INI.(-)"I.(+ 1N1. ) wtDIH HEIGHT EXT(+)INT.(-)EXI.(f)INT.(-) ',118TH 0- 2'. ipOA__2105 HOOD 210.0 24' Iwo IBAs 1005 210.0 i9-Hj8 l0(1_tl_ ZiQO 10_09 2100 ]0' 100.0_ 110.0 100.0 210.0 30' IW.O 118.8 1000 _120.0 26-1/2" 26, 100.0 210.0 100.0 }Z' 100.0 100.0 210.0 32' 100.0 111.9 IOOD 120.0 3Y {00.0 210.0 100.0 2100 - 46. iJ s N a w 36' 100.0 I6a.0 100.0 210.0 36' 100.0 101.5 100.0 120.0 53'1/8• 100.0 171.1 100.0 2100 - _ ?�N n IT 42' IC0.0 144.0 100.0 210.0 42' 85`4 as,. 100.0 1200 19-1/a' 100.0 210.0 100.0 2H.- 210 Ha.0 'fit p;0 +8' 100.0 iZ0.0 100.0 ZOO.p 48' ]8.2 76.2 100.0 120.5 Z6-1/Y JB-]/8' 100.0 210.0 100.0 2100 r �^�., e Z Z�.r 54' 100.0 1029 1000 1]1.4 54' 68.9 609 IO0.0 120.0 37' IODO L97.2 100.0 210.0 1•j "y 3z c,$( 24' IM.O 210.8 160.0 210.0 Zs• 100.0 t42.4 100.0 VITO 53-f/8' 100.0 124.1 100.0 2669 U,1Q 3O' 100.0 199.1 100.0 210.0 30' 160.0 102.2 100.0 120.0 19-1/8' 1017.0 210.0 10_0.0 210.0 32' tC00 190.3 100.0 210,0 32' 106^ _94.9__94S i06D IWO 26-ij2^so 31. 100.0 210.0 100.0 210._0 - !6' 60` 100.0 164.3 100.0_- 110.0 ]6' 86.9 65.9_ 100_.0 120.0_ 3T^ IOp.O 168,] 100.0 210.0 l�QUaI I_ItC Window i 42' 300.0 /Sa.O IO0.0 210.0 42- 75.3 75.3 IOD.O 120.0 33-tj8' 100.0 fol. 100.0 168.7 4B' 100.0 104.7 100.0 120.0 48^ 66.6 606 100.0 120.0 19-I/8' IW.O 210.0 I0 210.0 G Io 59• tiff 88.6 100.0 1204 24' 100.0 120_0 100.0 120.0 26-tfY 6Y I00.0 207.3 i00.O 250.0 24' 100.0 201.1 100.0 210_0 30` 90.7 90.7_ 100.0 1205 37' 100.0 154.9 IrDA 21pA E �' IOOA ib2.i 100.0 210.0 32' 120" a3.e 83.6 IO6A 120.0 53-1/6' 88.1 B0i 500.0 /2D.O ]2' 100.0 167.6 100.0 2too 36' 75.9 75.9 IDOO 120.0 19-1/8' 100.0 210.0 HOOD 210.0 0 ]6' 72" IOOA ISO.J IOOA 210.0 42' Sb.i 66.4 Hg0.0 120.9 26-1/2' 100.0 181.5 700.0 2100 YnaDIIL`r REY1,9F.D a g S 7Y _,uyi,-W,ftF la l 42` 1C0.0 120.0 100.0 120.0 3Y 160.0 146.6 100.0 210.0 8.1kh.6 Ode +8' 964 @6.0 IOO.p 120.0 53-116' 92.0 92a toaa lzo.o A.rrl4aa«Nal •05IQ.0 __ 54' 89.0 80.0 100.0 110.0 19-1/8' _100.0 210.0 ICO.O 210.0 24' 100.0 1]91 100.0 210.0 26-1/2' 7d, 100.0 171.4 -100.0 210.0 NI US�Yro&ue w 30' IOOA 143.0 vxA 210.8 3Y 100.0 136,8 L00.0 32' 100.0 1353 IOO.p _210.0 5]-1/8' Btl.O 800 ICDA 120.0 36• 8t• 105.0 1200 106.0 120.0 (Q Ecgr:.NC MMrD 42' 100.0 ;K6 100.0 120.0 [NL 48' a5.6 _ei6 100.4 120.0 rtA I4(JM92 o H -- -- All,glues shown are Design PSF(Pounds per Square Foot) CA 353a 54' 74,B 74.8 100.0 120.0 e � � 5 NOTE: VALUES FOR EXTERIOR LCSHOWN ARE ----' 'LASS CAPACITIES ON THIS SHEET ARE fOR SILL WITH WATEROAR ADAPTER rCrOwing n 9ASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITHOUT WATEROAR ADAPTER 0 2515 yjps_04� AND FLORIDA 9U4➢iNG COMWSSION tiMlf EXTERIOR(+) LOADS TO 80.0 PSF CECtARATORY STATEMENT DCAM-DEC-219 (neer j•ortU) LAO,Inl<HaVsr ,;,90'Intal EA SIMg0los .ScnlryGlae qcr U NOTE: `BY NwomY Amario,Me.' 07 Kvroroy Amstkv,int' 71� '" CLASS CAPACtIIES ON TMS SHEET ARE () � BASED ON ASIN E1300-09(3 SEC.COSTS) 475"InlerinYvr .075'Interlger �_ 'I 3/1*_ E P mlh PET Core 3116"AN .1111 eP mu,PLr core 8 ANO FLORIDA 8rATEME COMLIS"+ION / CECIARATORY S(ATEA1ENi OCA65-OfC-239 BYtmon CNemieai Co.' BY'Eostmnn Chtmrcm Ce.' Q lsll .t00•InlerlgerP Cieot 0.r Co!m Giacs S-SaPm ID`C1cm or Cobs cw. fUPen Shemkd Co.' By'Eastman cnemmd Co.'EQUAL LITES WINDOWS c, DESIGN LOAD CAPACITY-PSP3/tb" HS T�---3f76"ANN pWINDOW DI51N, GLASS TYPE'0' LASS TYPE'0A'GIASS TYPE'4'.USS TYPE'1A Silicone 1. Silicone[IDHEIGHT EXT.(+)1NL(-)EXI.(1)IW.(-)EXL(+)1NT.(-)EM,(E)IML(-jGE-1204GE-1200�'CE-2000 W GE-2000 IOp.O 210.01120210.0110.3 210,0 1000 210.0DOW-995 DOW-995 a 0 TWA x104 LOOtl 210.0 100.0 210.0 I W.O 210.0 J4 Pants On dies �-• M 1/4 Points On Utes QGlass T C 3er mon s6• Glass T mae.Iron J6' O e^ +00.0 _210.0 IW.O 210.0 1C0.0 x10.0 100.0 210.0 .. yp ype 3A yW,pCa 0.8. 100.0 210.0 iW.O 210-0_ 1000 2t O,G +00.0 208.2 490'Inierlgar Ago`INubyer °yl r!m mqA IIOA 1004 2f0�0 TWA x10.0 IOOA 1]5.9 i/$ I($ nlryGlm T/$" ANN -SentryGim 14218 ICO-_0200.0 IOOA ZOoA IMO 200.0 f000 15&6 8y'Kworq A-ko.Ane: Oy'Kwmq C3/8"Air Space .ms'blal 3/$'"Air S 100.0 1714 000.0 171.1 103.0 171.E m0.0 119b aysr pace 075,nlMger Sones CP o"th PET Cars Sones CP mth PET Cors C' 24• i�.0 21ok 100.0 2110 300.0 210.0 100_0 210.0 1/8" HS By'fastman cAnmkol Co.' 1/$"AN BY T-imon Ch.m Co.' -- 1 30" 100.0 2+0.0 lj. 210.0 100.0 2104 100.0 210.0 1 ;r .loo'tale3aynr mo'mterkyee 32' 1010 2104 100.021pp 100.0 210.0 5000 202.2 Sa(&s 10'Cteor or Color floss I Solley it heat 0.r CMq Cloys v • 36• �• 100.0 21o.0 _m0.o 210.0 100.0 213.0 IW.O INS BY'taatman Chemical Co.` / [N'Eastman Chemkal co., XL EDGE SPACER NL EDGE SPACER 4,2" I W.a 210.0 100.0 210.0 1 W O 210.0 100.0 1538 Sr.STEEL BEY'CAROWL' • -"'+ Sm OR 1/8" HS ST.STEW.BY ruDIMAt' ;,,,. 1/8"ANN vv� .8' 100,0 END 100.0 120.0 IW.O 120.0 1010 I20A� Silicone Cn-„ 1 I Z +. D,JRASEN.W/'OUANEX' m Silicone 441 SF IW.O 120.0 TWA 120.0 IW.tl 120.0 IW.O +abs pg GE-1200 OURASEAL BY'OUAN[X- - GE 1200 s OUW 21' I00oa 210.0 AWA 710,0 IOOA 210,0 1010 110.0 SUPER SPACER 8Y'pi4NEX' GE_2000 SUPER SPACER BY'OUANE% DOW 995 DOW-995 aa• -2.000 iooA* ao.o Itltl.o 21n.o 100.0 ro.o IaaD- iizs � aYxM Al t/4 Paints M Sizes 23 At IJI Paints AN Siam 1n}. 32• 100.0 216.0 100;0 191.2 AWA 2t10 IW_0 17&D GIOSA Fype "4" GIGss Type "4A" ;3 G N N g' 35' 72' 100.0 x110 100.0 198.4 IWo 214.0 TWA 160.1 ~� �� 0.2` IW.D 413.0 AWA 1MA iW,O 120A tWO 1204 EQUAL LITES WINDOWS _ 1Y_Idfh }+,� 48' 100-0 110.0 100.0 120.3 TWA 120T0 I00.0 Iii.5 DESIGN LOAD CAPACITY-rsP I �j 'aa`I z zo- 54' 1004 5104 100.0 120.0 500.0 1710 SOA 90.5 WINDOW DIMS. CLASS TYPE'0'.LASS TYPE'UV CUSS TYPE'4' LABS TYPE 20.' 100.0 210.0 100.0 210.0 IW4 2110 100.0 190.2 'MIRTH K"T E1(I.(4)INT.(-)E10,(I)INC(-)M.(.)IM,(-)OO,(4)INC(-) }p' 100,0 2100 100.0 21,00,0 SOPA__210.0 1004 1523 19-1/8• AWA 210.0 1004 210.0 AWA 2104 1000 250.0 32• 81 TWA 210.0 IND 210.0 IW.It 2100 100.0 147.7 26-1/2' 28, 100.0 210.0 1W.O 210.0 100.0_ 110.0 TWA 210.0 G IQ 16 100.0 1M.0 1000 I_na ,WA 1204 TWA 520.0 3T' 1099 210.0 1030 710.0 IWO 210_-O PotIo 2110_ e1+ IW.O 120.0 100.0 120.0 100.0 170.0 TWA 112.7 S]-1/8• IW.O 110.0 100.0 210.0 IW.O 210.0 100.0 210,0 N� � W TWA 120.0 m0.0 1204 100._0 1M.0 40.9 90.9 14-1(e• 190.0 210.0rIDO.O _210.0 IW.O_ 110.4 IW.O 210.0 ,/� 3 54' IW.o tIO.0 100,0 120.0 IOOA 1200 80.8 -80,6 26-1/2• 100.0 210,0 210.0 100.0 210.0 1010 210.0 � It " 24" -M 210.0 100.0 210.0 AWA 110,0 TWA 172.0 37' 100.0 2104 210.0 TWO 21p,0 100.0 21Q030• 100,0 IMA 100.0 7200 IW,O 120.0 100.0 120.0 53-t/8" 4000 M69 238.9 IW.O 20&9 11100 2009. rr��8 v3v .T.C 32• 100.0 120.0 IW.O 1M.0 PGOA 1210 IW.O I B. i9-1/B' IW_0 210.0 100,0 _2134 100.0 210.0 IW.O 21 p.p j^y s bS� 36• ,00._0 710.0 400.0 120.0 100,0 110.0 IW.O 101.8 28-i/2' IG00 210,0 IWA 210,0 ,OOA _210.0 100.0 210.0 �QDUI ).)te WlTit)OAY OY `� 50-SIB''_ _ 12" 100.0 1204 IND 1204 PGOA 1704 903 009_ 37' 1*.a 210.0 100.0 210.0 100.0 210,0 ICOR 197,1 18' 100.0 120,0 Rn 120.0 YWA 120.0 BOA 809 53-1/8' IW.O to&7 m04 168,7 TWO 16&7 400.0 131,'7 All va)uP3 shown Oro Design PSF(P-Gs per sq.-Foot) 51' IW.O 120.0 IW.O 111.6 100.0 120,0 77.2 73.2 19-1/8• 100.0 110.q 1000 I10"-_o IW.O x10_0 IW.O 2104 yAI.UF.S FOR EXTERIOR LOADS(+) SHOWN ARE 100.0 x10.3 400.0 210.0 400.0 110.0 1000 151.2 26-i/2" 8T 100.0 210.0 100.0 2100 AWA 2tOA 100.0, 213,0 FOR SILL WITH WATERHAR ADAPTER g" 30' 100.0 1200. 100.0 120.0 100.0 120_0 100.0 I0.6 37" 100.0 210.0 100.0 191.9 IOO.0 210.0 100.0 177.6 FOR WINDOWS WITHOUT WAIL:REAR ADAPTER 32' 110WO.-O 1214 IND 120.r2l IN 1204 1000 to" 53-1/8' 1W.o 1204, 100.0 520.0 100,0 120.0 100,0 104,5 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 08' I T 31" 1200 10_0.0 110. .0 120.0 91.2 91.2 19-1/8" 100.0 210,0_ 400.0 210.0 10.0 x10.0 IW.O 2m,0 En9r..uVAO ANWtl 4x' 1210 AWA 1M. ,0_ 1204 _WO SOA 28-1/2' ]2' TWA _210.0 100.0 210,0 AWA 210.0 100.0 /97.5 3'1tUiR7tTD810SED FtA �%711542 S 0.6' 120.0 100.0 II2. .9 IM.O 72.9 72.9 37' IW.O 210.9 IW.O 196.5 IW.O 210.0 IW.O 150.0 ay< Pying ulm lQa FTu2SE C 1538 70.' 100.0 111_0 _400.0 1204 Ipp.p 1204 100.0 4204 53-1/8' IWA 1200 1000 120.0 la.A 1204 sa.6' 94.8 IluiWwg E'alo �I�, namrtaas No( "OS)�.� y'ur 2J 311' I. IMA 100.0 120.0 100,0 IM.O 46.6 964 t8-I/8' 1000 210.0 100,0 210.0 100.0 x10.0 IW.O 210.0 [a iralIi..r Dara 32• 120' 10o._0 120.0 100.0 120,0 IW.p 1204 88.8 888 16-1/2' 76' IW.O 210.0 IW.O _2110 4 ao 210.0 IW.O 182.1 11y Yr020 �dr3winq O. _ _ _ 6twn rr r Ju 0 20 wos o0. 36' 100.0 120.0 0000 IZ0.0 IW.O X200 80.6 80.6 JT 400.0 110.0 100.0 141.8 700.0 x106 ,00.0 1asJ n .2' 100.0 120.0 100.0 111.1 100.0 123.0 ]0,.6 70.8 5]-1/0' 100.0 110,0 IW.D 110.0 100.0 120.0 88.3 68.7 (sneer 3A_F tt0 1/8"Ann. Gloss 1/8'HS Gloss .C90'in'sdoyer Aso'Inferbyer � iI BY Nu may Amenea,Inc. By'ku may Americo, ro.' Z m,ISI Supplemental Test Results for. � 075 Interlorer .075`imerlore. q �y Sint..CP Wlh PET Core - sane.CP Yrilh PET Core Air Infiltration - Water Leakage Resistance - Famed Fntry = By'Fodmon Chemkd Co. By'Eodmon CM`r icoi Ca: G Test Type and Method Results .loo'lnterloyer Int•Inlenoyh Yp adle.HPGoar 0.r Cdar Cl.. --Sones PP Gem M Color GWaa - Rr'EasIth C11 or Co.' Be'E.t,-Chemkd Co.' a u Air InHltrolian fell(ASTM-E2113) �- �o 4D 1.57 PIT pressur0 d�rrerential PASSED .044 C.F./Min(Sq FI U 9 v m - 1(a'Ann.Giant is -t/a"Its claw ( ) U � ' 0 6.24 psl pre s...o diueren6d PASSED(.076 C.F./Min/Sq Ft} t�O u SilicanA ° Silicon - O Es 1 OF 00 <s GF_12.00 Water Leakage Test(ASTM-1'33/) No Icakoge oIlo.ed n<d CE-2000 GE 2000 4% DOW-995 _ DOW-995 without wnlcrnar adaptor PASSED 0 12.0 PSF Qr,vq. 0 i„^ _( xAh xato'bvr aaaptar PASSED 0 15.0 PSF Q y y (D2, At I/4 Potoh On Liles l`3 Al 1/4 Pow.An file. --.__ ((�z,��-0- wwor Than 36" 1. W.Jer fnon 35' Forced Entry Resistance lost PASSED 53j EeNyi Glass Type "1" Glass Type "2" (ASTM r58e 8 Grade 1 0) 5/16"No final Of.. 5/16'Nnminol Glass - •. F r-•��zt Anneo)ed/Annealed HS/HS UNEQUAL LITF.S WINDOWS (LINTEL) UNEQUAL LEMS WINDOWS (ORIFI.) CS I ,� DESIGNV WAD CAPACITY-PSF DESIGN WAD CAPACITY-PSP �to I11 o aINT OH DIMS. GLASS TYPE'I'GL{SS TYPE`8' WINDOW BII15, lop LENT GLASS TYPE-1'GLASS TYPE'2' I j I(O t"j MOTH HEIGHT HETopICIOEN'EXr(4)INTI-)EYT.(9)iNr.(-) WIOTx HEIGHT HEIGHT EXt.{+)IUQ-)EXT.(4)INT.(-) >" O W 24' 100.0 I6IM,`9 1903 210.0 19-i/8" 100.0 2TOO 100.0 210.0 w O N 30" 100.0 11tl.8 100.0 120.0 26-1/2' 96' {N" 100.0 178.5 loom 21x0 N "d=N 32 t0o.0 iit.9 100.0 iIf3.0 3T { ) 99.3 99.2. 190.0 120.0 inry�� 36" 96' 18• 1Ca0 IOTA IOOA 120.0 53-1/6' GOA 693 IWA 120.0 .Oc��'In {MAXJ 811 83.1 iCaO 110.0 t9-118' 100.0 210A 500.0 2103 a 4E" ]6.2 _76.2 1000 1200 26-1/2' ICE" 51' 100.0 120D too A 1200 Z 4^ 54' 6&9 58,9 100.0 120A 37' 24" two 112.4 100.0 210.0 19-1/8 COO 210.0 100.0 210.0 I'itOaHCr DII9ln Ne ilmidA � �V"q��� 30" loOA 102.2 loop 120.0 26-1/2' 120' 60" 100.0 IOE.6 IGOA 1200 s.compl odp 32" 94.9 94.9 100.0 120.0 37' {M'�') 73.7 73.7 100.0 120.0 1Y[,^lona:W 1 ��i •D tC.- 108' 54' -"- 38 {MAX.) a5.9 a5.9 100.0 120.0 is-1/8` Tome 210.0 IODA 210.0 O.0 ' 42' 713 7S.3 IO120.0 26-1/2 66' 49.5' 120' 99.5 100.0 120.0 Ir���jryj,[ifjt t1D aa" 538 68.8 100.0 120.0 37' (61'W) 65.7 65.7 1 100.0 120.0 Stiml�l.de lYaLac` kl .�i 2., IOOA 120.0 IOfl.O 120.0 19-1/e' 120• 72' to0.o 210.0r 210.0 t////,,,, a i a.g JO• 90.7 911.7 _100.0 120.0 26-1/2' (MAX.) 92..9 93.9 120.0 VALULS FOR EXTERIOR LOADS(+)SHOWN ARE -„�o o 32' 120` 6O' 83.6_ 83.6 roao %20.0 19-i/s" 120• 1100 IaD.D tzA.o FOR SRL Y11TH WATERDAR ADAPTER36" ( ) 75.9 ]5.9 I00_0 120.0 z6-1/2' (MAIL) 88.0 88.0 120.0 FOR WINDOWS WITHOUT wATERPIIR ADAPTER '^o Q$ 42' 66.4 66,0 111..0 flap is-1/8' 120• E4. loop 123.0 1D6.0 1203 LIMIT EXTERIOR(+)LOADS TO 80.0 PSF 24• 100.0 120.0 100.0 !20.0 28-I/2' (MAIL) M.B 7B.E IoOA 120,0 ,wl, ioth 1 _, 30' 120' 6d' 81.7 8/2.- 1003 120" ?'•d 3Y (MAX.) ]l.] 77.7 IaO.o 120.0 f o D 3ff' 67.1 67.4 100.0 1200 24" 100.0 113.6 100.0 1200. NOTE; 30' 120' 7y l7.i 77.1 100.0 120.0 CUSS CAPACITIES ON THIS SHEET ARE P Tap Vent 32 70.1 70.1 100.0 120.0 BASED ON ASTM E1300-09(3 SEC.CUSTS) - z (HAX.) AID FLONiOA BUILDING COMMMS10N Gqa usvao A"� 7{I o 36" 50.3 60.3 100.0 120.0 DECLARATORY STATEMENT OGOS-OEC-114 6M1. o I 1 20." 100.0 120. . ""'a CAN 120.0 �(� p nA tK 2.0392 111 T- N . SM 30• 120" 7a' n.x JL2 Joao Ra.O This Ute must be is 32" (MAX) 633 62..E ICa.O 120-0F.quvi SO or srnailar. _ 21' 100.0 120.0 100.0 120.0 Ivan the Tvp Li to 120' 84, MAX.) 66.6 66.6 100.0 120.0 �UL 3do Y615 �W05-04{ All vNues shown ora OCsign PSF(Pounds per SI(uare Fool) Unequal lite Window t3ee�ign arlDlj t .eaD'kle,layer .090'mleHrrer 111---SrnlryGlos IryGlos LL y 1 Ry Nurvray Amcricr,Inc.' I Ify'Nuwov Amerka,Inc' �o I 0]5'Inlerloyer `c"! Inlcrkyer 3/16" HS- Orae.GP with Pitt e!Co., 3/16" AN xne,CP v6 C PEI care Z 3 If ey'Emlman Chemical CDy'Eastman Ch Mcal Co: O . I .lao'Inlenryer loo'Imerlryer � � Sallee"P[Icor or Colrr Glass �-Sal1e%HP Clear w Cobr Gkss 'Eastman Cnemkrl Co.' - Ry'Erdman Chemical Co.' ar C e i n.V 3/16" HS 3/16'ANN a 1 Silicone �l( Silicnnn G v y -=� GE-1200 GE-1200 V N \ GE1000 1;'- 000 a NOTE: DOW-993 UOvI-995 Ora NOTE:CLASS CAPALIDES ON THIS SHEET ME �"-� N 1/4 Points On Lltes At 1/4 Points On Liles O Y<G w BASED ON AST.E1300-09(3 SEC.OUSTS] class Type "3" 2�w,aer m^^36' Gla_ss_Type "3A" v maer man J6' C°yNT,to c A AND FLORIDA BUILDING COVNISSION .090-In Wk- DECLARATORY STATEMENT DCAOS-DEC-219 .090"ktenayer IL Z IJ $ 1/8 HS SenlryGlas I/*'075 " K11rs 1p (-Oy'Numray Americo.Inc.' 'Kurarry Amerkr.loo.' a UNEQUAL LITHS WINDOWS (ORIEL) 3/8"Air Space- 075•Inlerloye, .$/$" Air $p ]5"lnkrloyvr C S Ili CP WAh PET Core tles CP With PET Core t-----";) i DESIGN LOAD CAPACITY-PSP By'Cadman GIICTI[N Cr.' 'Ersnnon chemical Co.' 1/8" H$ 1/8"ANN PI WINDOW DIMS. TO,VEN1 GLASS TYPE'0' IACS TYPE'0A'GLASS TYPE'4'.TAS9 TYPE'IA' IDO'Inlerlryer 0•InleMDTH HEIGHTHEIWIT E%r.(+)1NT.(-)EXT.(+)IM.(-)E%i.(+)INt.(-)Cn.(+j IM.(-) `Salk+NP Clear or Color C1asaOes HP C1eor or C.C GIOzsBy:Eastman Chemical Co.' Coslmrn Cn<mical Co.' 2i 111 210.0 100.0210.0 100.0 2111.0 100.0 172.0 %L EDGE SPACER NL EDGE SPACER - �l 8"ANNto100.0 120.0 100.0 120.0 100.0 lip 100.0 120.0 ST.STEEL BY'CARDINAL' 1/R" HS ST.STEEL BY'CARO WA" /32' 100.0 1200 1000 120.0 100.0 120.0 1000 I1B.9 OR Silicone ORSilicone 96' 48' DURASEAL BY'OWWEx, -- GE-1200 DURASEAL BY'OUANE% GF-17.00 si Ow36" IW.O 120.0 100.0 _120.0 100.0 120.0 IW.O 107.8 OR �u GE-2000 OnGF.-2000 "•'O.42" 100.0 120.0 Ipo.O 120.0 Ia..O _110.0 908 9o.B SUPER SPACER DY'a11AtaE%' OOW-99$ SUPER SPACER BY'OIUNEXUOW-9951000120.0100.0 120.0 100.0 120.0 80.9 E0.9 �- 2J Al 1/a Hainla All Sixea t 1/4 Prwnla Ar Sires84" mo.o i2oo 100.0 112.6100.0 1x0.0 nz 77.1 Class Type "4" Glass lypa 4A °5 Wvl� 24' ICOR 210.0 TWO _210.0 IGOO 210.0 IW.o 151.2 l O�en1 n 3p- �1020.0 1W.p 120_.0 100.0 12x.0 IW.O 108.6 UNEQUAL LITES WINDOWS (ORIEL) PRODUCrRF.VMW 32' 20.0 100.0120.0 IW.O 120.0_ IWO008 DESIGN LOAD CAl•ACITY-PSPft�T7ulds ^ p108- 54' 20.0 100.0 120.0 100.0 120.0 91.2 91.2 WINDOW OIYS. f.L195 71TE']''L1S'S TYPE'0A'CIA59 TTPF.'4'.IHSS TYPE'IA' AroePurte Nr) 0 .0NA%.) --_ 70P 0n1 nDa2' 20.0 100.0 120.0 100.0 20.0 800 00.0R10TH HEN'Hr HEIGHT EXT.(+)110.(-)EXT.(+)INT.(-)ENT.(+)_38' 20.0 100.0 112.x 100.0 120.0 72.9 72.9 19-1/8" IW.0 110.0 1000 210.a 100.0 210.0 100.0 210.0 Or '0 _. _.__ _ ._ ___ -_ hliuli Pra11rt1l:im 24" 100.0 120.0 100.0 120.0 100.0 120.0 IW.O 120.0 26-1/2' 96" a8- IW.O 210.0 IW.O 210.0 100.0 210.0 IW.O 147.1 wit dth 1 30• 100.0 120.0 IWO 120.0 100.0 120.0 96.4 96.4 37" (12wXJ 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 (�I 32' 120' 60' 100.0 120.0 100.0 120.0 100.0 120.0 88.0 88.8 5]-1/8' 100.0 1200 100.0 114.4 100.0 120.0 74.2 74.2 u oIC J6' (' •) 1000 120.0 100.0 1200 IW.O 120.0 80.6 80.6 19-I/8' 100.0 210.0 IOO.D 21p.o 1000 210.0 two 210.0 _ a2' TWO 120.0 100.0 114.1 100.0 120.0 70.6 70.6 25-1/2' 108• 54" ICOM 120.0 100.0 110.0 100.0 120.0 100.0 120.0 �u 1 24' 1000 '120.0 IW.O IND 100.0 120.0 100.0 120.0 37• ---- - -` m Top Vent r u NA%1 1rv.D 120.0 IW.O 120.0 100.0 120.0 68.9 BB.B .E A.. 3p' 120' 66' IW.O 120.0_ 100.0 1x0.0 100.0 120.0 86A 86.8 I9-1/8' 100.0 210.0 IW.O 204.2 100.0 210.0 100.0 210.0 > z 12' (NAZI) 100.0 120.0 1-a 110.0 100.0 120.0 82.6 92.0 26-1/x" 120' fi0' 100.0_ 130.0 100.0 720.0 100.0 120.0 100.0 113.4 36' 100.0 120.0 IW.O 120.0 100.0 120. 71.8 71.6 37' (MNC) 100.0 120.0 100.0 120.0 100.0 120.0 78.1 78.3 ' This um mart he 24' �1".00.0 _110.0 100.0 120.0 IW.O 120.0 IG0.0 120.0 19-1/8' IW.O 210.0 IW.D 210.0_ 100.0 210.0 100.0_ 210.0 Equal 1v ar smaller - 30" 120- 22• 00.0 120.0 100.0 120.0 IW.O 120.0 81.9 81.9 26-/2' 120" 66' IW.O 120.0 IW.O 120.0 100.0 120.0 100.0 105.] than lha Tap Lile 3 g$ 32 (V,AX) 00.0 120.0 100.0 120.0 100.0 120.0 NS 74.5 37" (' ') 100.0 120.0 1Co.0 120.0 100.0 120.0 69.8 69.8 R R 36' W.O120.0 1000 120.0 coo "5+2 64.0 64.0 19-1/B' 120' 100.0 210.0 100.0 210.0_ Ia0.0 210.0 100.0 2100 c 2j TWO 121.d 100.0 120.0 100.0 120.0 IW.O 120.0 26-I/2" (IMIL) 7Y 100.0 120.0 100.0 120.0 100.0 120.0 99.8 99.8 Unequal I.it Window --V----7 �--� JO' 120" 78" 100.0 Iz0.0 100.0 1200 100.0 120.0 75.6 75.6 19-1/8' 120' 7Y 100.0 210.0 100.0 210.0 100.0 210.0 100.0 203.7 R' (MAX.) 100.0 110.0 100.0 110.0 100.0 1200 67.8 fixe 26-1/2' (NA%.) 1C0.0 120.0 000.0 120.0 100.0 q00 903 90.3 E"":ALNIWO 24' 120' Be 1G0.0 110.0 IW.O 120.0 Ip0.0 120.0 TWO 120.0 I9-1/8' 120" B4. 100.0 170.0 IW.O 210.0 100.0 210.0 1W.e 167.5 411711230' (.A%.) 100.0 ❑0.0 IW.O 120.0 100.0 I 10.0 70.7 70.7 26-1/2' (.Ak) 100.0 120.0 IW.O 1x0.0 IW.O 120.0 848 8+.1 aAll values shown ore Design PSF (Pounds per Square Fool)VALUES FOR EXTERIOR LOADS(+) SI IOVIN ARE FOR SILL WITH WAIERBAR ADAPTER015 YJ05-04 FOR WINDOWS WITHOUT VIATERBAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheel4A 01107 e 0 Z : lei Ins_ta_(lotion _Type "A' MPl7KIANf NOTE: F t gv Ili( Wood Hucks roust sustain 66 & w/ 1 x 4 Reveled P.I.Yrood Buck loads imposed by glazing g system and transfer Q�KI •° them to the building 6 G Buck bed in e*� structure. TYPICAL-ANCHORS: SEE ELEY.FOR spAoNG y o .ealnnl(typ)" _ •. /4'OLA. ULTRACON BY'E=(Fu.177 K9,ry-155 M) V G q y _ _ 1/4'OIA HILT(KWIK-CON II(Fu=163 KSI,ry-157 Kv) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C 0 1/4' Dio. ; 1-1/2-MIN. PENETRATION INTO WOOD �' s J Fla( Head Sealant— Ullrocon Or ((YP) L.Jt E THRU 1BY BUCKS INTO CLNC.OR MASONRY Nil R Kwik-con ��11 ll - 1-1/4'MIN. EMBED INTO CONC.OR MASONRY j u SE (or equal) I ,1 fll n DIRECTLY INTO CONCRETE OR FILLED BLOCKS a b f 1-3/4•MIN.EMBED INTO CONCRETE OR FILLED BLOCK y 1/4"OIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) V - INTO MIAMI-OADE COUNTY APPROVED MULLIONS(MIN.THK. 1/8-) J INTO METAL STRUCTURES d n I �.N STEEL: 12 GA.MIN. (Fy-36 KSI MIN.) a • ALUMINUM : 1/8'THK. MIN.(6083-T5 MIN.) >= Ow _3 1/2• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o M j • " - `� u'a' 1 TYPICAL EDGE DISTANCE xN o 2-1/2'MIN. INTO CONCRETE AND MASONRY- N Hn nI - INTO WOo OD STRUCTURE= I"MIN. '0 3 n n 1 INTO METAL STRUCTURE=3/4"MIN. p1 2 1/4' WOOD AT HEAD,SLL OR JAMBS SG-0.55 WN. 3 z�^l o= CONCRETE AT HEAD SILL OR JAMBS I'e-3000 PSI MIN. C-90 FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. lv"S U 1 z 4 Reveled P.T. - � Wood Huck (typ.) 1 JB JT ,R A Min. I Values for Installation Type "A" apply to the following installation types, with co 73 maximum shim spnce 1/4": 1- Using 1Cy P.T. wood bucks, min. 3/4" thick, ill a a 3 �JJIIIIIIIp Sy 044=4 _ Optional 2- Directly into masonry, without the use of wood Ducks. Non-beveled Sealant _ Wood Buck A g S (dotted) 3- Directly into a steel or aluminum structure a 8. _ Min. 1/8" thick and using #14 Teks or Sell drilling screws. Structure must he designed by others to sustain the loads imposed !� I/ by the window. - - E+qr:JAYAD AIaaO I l IIVV1f 1 _ rrtOn uCF RBVISED �, Ftf�aBk�nE Ne FImiCO M PE II l Y �• a A� ' > _ . .K A��W"`N'N � is�e iai Dao a. n7_� J 2015 �eroMiaq ao.l Minn Unk YraJzl Cnn4o1 4j opuanal P e-cast Silll W05-0 rsheel 5 of 107 Z � $ Installotion Type "B" Installotion 1 rpe "C Ir F•F �'I I w/z.4 Peveled r.7.;vooa suck bo,ae o wood penevoeon only' �n �o lll«« sing I x 4 or 2 x 4 wood buck9 01 a u. Ouck bed in r.•• > Buck bed in C o ..colon! (hp) seolanl (typ) • a :r...r v.. C G % 1/4 Diu. Flat Head /7` i . Sealants --- n UOracon/Kwik-Con ieks Or - ' _; 1/4" Diu-Flat Head (or Equal) Sealant— - I 3 - 1 1/2" Min. Wood Embed (typ) /` f: Fast Dia. 1916acon/H wik-Cont „ a� ,f�� c Fasteners OH i-"- --� i CHS 1 1 4 & 2 x 4 P.T. Wood Buck(typ) 03 • 3 1/7" See Installation ��O Min. 1 —__, Types "A" & "B" for 1 x 4 & 2 x 4 ,'--,4 41 _ _ P:r. Wood Buck Styles z n r'+M l2 • "-� 11I IV/� � 1 "�� � IMPORTANT NOTE: LL Wood Ducks must sustain M �+o_ loads imposed by glazing "� o 2 3/4" . systern and transfer l� U S them to the building 2 x 4 Beveled P.F. stricture.. I Wood Buck (typ.) )Ll & Jf JO & JT noouarnuvlstn GG InuWinilC„gavim a.FlufAt T A,�rK,rn15.05120 �4 QIR F ( � (; 1/z" in. un. J lt Optional Total 7lood mri�ePmaue r AeW.M , Non-bevele0 f netrulionSY/ood Buck - (dolled) OPU.n.1 Non-beveled / ealant 'Noed Duck J J (dotted)u o 8 d nl;- ili PE/70591 x i/•'� w v • ,3 015 �ero in9 opbonah"Pre-cast sal • L'l 5-04 I -- (sheet 6 0110 e ANCHORS ANCHORS DF-SIGN LOAD CAPACITY-PSP DESIGN IlWD CAPACITY-PSP SIO.FOIE PATTERN STD.HOLE PATMLI M.N011 PATrERX SI I',loll PATTERN WINDOW DIMS. ANCHORS 1/0 ADDL ANGIOR 1r01 ADDL ANMDR WINDOW DIMS. /�IGf10R5 i/0 A00L ANCHOR 1811 AODL ANCHOR Z n WIDTH HDGHT AT JAMB M..(4)&WC(-)CNL(O&INT.(-) WIDTH HEICM AT &OR.(-)E'.(h)&INT.(-) F• 24" 310.0 210.0 I9-t/8• 210.0_ 21GO Q F a 30' - 210.0--- 210.0 26-1/2" -It0.0 210.0 Qi SO J2" 110.0 210.0 37" 210.0 210.0 (LRyC' J6" a8" 4 210.0 210.0 53-1/6" 210.0 210.0 - d a O 42' <01.0 210.0 19-1/8• 210.0 210.0 0 I" 115.7 210.0 26-1/x' 2t0.0_ 210.0_ V G J8-3/B" 4 54" 147.2 206.4 37" 210.0 _210.0 0 6 Q¢Q g 24• 210.0 210.0 53-1/8" 176.9 210.0 0 d r O 30" 193.7 P10A 19-1/8 210.0 _ 21090 J2• _ 1855 210.0 26-1/2" 2f0A '210_0 36 170.9 210.0 37" 208.1 210.0 42" 152.9 1913 53-1/8" 115.8 1965 48" --1la-4 17JA 19-I/tl" 210.0 210.0 --- =-7 54" 128J 157.9 26-1/2• 63" s 1944 210.0 ^- -� 24" 210.0 210.0 37' 157.4 196.7 _ 30" 210-0 2100 53-1/8" 120.5 150.7 32" 210.0 210.0 19-1/8 210.0 210.0 0 !8• 72" 6 2J1.8 210.0 26-1/2" ]2" 6 210.0 _ 21_0.0 In a2" 191.6 --- 210.0 _ 37" 198.1 _210.0 =.C)W Ir 48• 146.3 192.6 SJ-1/9" 120.8 178.7 s4" -- 1172 175.7 19-1/8" _210.0_ 210A NIS= 24" 210.0 210.0 20-1 2" 16_ 6 210.0 __210.0 _ 30" 199.5 zio.o a7 +e4.a nD.o LI OADS APPLY TO INSTALLATION TYPES �'NSC r 32" 1905 210.0 sJ-1/tl• 1182 16aa A. B & C AND INTO ALUMINUM BUCKS l p "'.7 n !6• tl4" 6 165.1 192.6 O 3 a2" i4ex 17JA FOR ALUMINUM BUCK INSTALLATION SEE I.I e 2 zLL SHEETS 9 AND 10. 48" 135.4 - --157.9 m o 54• 111.2 24" 194.6 210.0 width c� Sp' _161_4 109J 32" 153_3 1199 G"1--2�-I G Jfi" 96• 6 In.loll0tion ,91 p 42• 124.5 1453 48• 1135 132.4 }' 54" 104,8 1221 Addl.Anchor c ~ 24• _ 210.0 210.0 ❑ ///��Al Mfg.SGIe Ends y 9 30" 191.5 210.0 - / See Chart For Capanly 12 3 9 32" S J6• 161.4_ tete az" u3.1 161.0_-_ rvF ---- 49" 129.7 145.9 ~ii - -aa 24• Z01.e_ 210.0 SO• 166.0 189A ,� r-- ---] 32 120" 8 157.2 176.8 36 _42-_ _ ICCI Standard HolrPnitern r-T`n nmvPDRr«J<OWo<Dmof�uulup9nmlCyC.T�iralgRwbarEe Vi 1N5IS-ID 42 125.8 141.5 FIt .1 Oe0F 5m1d7bX .0? 0 1 alIl�5k y 101015 5 n n Prm c4 dry q �wos-o4 Neter to ,heels 5 k 6 nl 10 far description of inslollolion types A - B - C -- el',She 011001 10 I-I Vertical Mullion Performnnce Horizontal Mullion Performance Izl�BB4mv 8. For Window Performance, refer to sheets J or 4 [ibutory Width = VI` W2 2 Z ml3 For Window Performance, rrfe- to sheets S or 4 . H k n I 'Jt N2 Wi W2 au '! D"max Inslall0lion Screws }"y -- R 14 x I"FH 9 n 1r .tII leks Or Self Drilling Screws ��; Gu i gyp I NOImo. -. I-��-}" Sanlarll ----------- a O l' t`ttt 3 r I Sealant Mt( IR E ' Multiple Opening IJulliple Opening (2 11 mar6.i"do-) (Z or more windowB) 1"x 4" x 1/8"thk.Numinum w/ 1 screw as each side of mu"'.. / 2 r J:crews on each side of mullion lube)Aullan (unclipped al ends t j Standard Insl011olion Minh Load In3lallalion Mull length Wdw Width - 1"; (• - udtlibnnal hales to be drilled by installar) I fn '• 1"i 4"x 1/8thk.Nnmin-1 "liW.N UMNNAPA'i -7sp, LoAD CAI-ITY-PSY 9UW0Sl DViIaNCAPAEIV-PS O Tube Mullion (unclipped at ends)- 0 BAN 1 U iL0 ANCHORS TINCS ANCHO ONE ANl'110p i 0pS T31Ree AN ONS ONE ANCIIOR i]0 1NCNOp9 )Ilett C 0 (Mull length = Wdw Ilcighl - I') I MINDO[DIPS. T.ACII SIDE CACR SIOI EAnI S'IOE 1rINDOR OIN3. CACN SIOR FA[II SIOC RACII SWE T4YOON DILS. CACtl 510E RACK SIDC ianl Sloe J NOM NflOa M.(.).M.(-)Eir{I)R M.(-)Rxf(a)er wf.(-) MDIN NOG R [Yx{a)B W.(-)Ctt.(1)8 IM.(-)FT{I)t M.(-) MOM R GNI nR{I)R V x(-1 EAI.(h)k OR.(-)M.(+)SIX.(-) U)=N o fY)N 3f' I'A.0 310.0 x10.0 Sa' 613 1218 Ia0_] S]-1/0' 26' 210-0 210.0 x10,0 ]0' 1Y1.9 210.0 _ 210-0 ]0• 533 108.] --t la.l +9-1/B' 2104 31x0 r k x J/4"FH ]z' IZS.O 210.0 210.0 ]:• M. 101.2 107.e 2e-1/r 191.8 I10.0 x10.0_ �I Z__rj ni ieks Or Sell Drilling Screws 1e 9B' --- --- SBo/e' - - _ 120.0 210-0 210.0 ]6' 1e.2 92] 98.8 ])' 1]e.1 110-0 210.0 _--_ -_____ - 12' +115 310.0 210.0 Ir al.l 62J M9 5]-1/0' 1Te.0 210.0 310.0 1� �_�`�' b' Ilx.s 210.0 210.0---�- ae' J].5 ]5.0 76.1 19-1/B' IC5.0 2160 210.0 - 1 - Sa• 112.5 210.0 2100 Sa• ]t9 69.0 69.8 20-1/2' 1]0.9 310.0 110.0 so-s/e' xr nzs Vol)aao z1o.a xf' sea 9eJ 913 »• 1m4 zfo.o no.9 70' Sao 1vS.0 210.0 JO' I05 799 19.5 53-1/e• 101.1 2o2J xlao ]2' 92.0 -- -161.1 - - 2100-- )2' 108" _11.0 -- 719 ]lp t25-'/Z- 7V ' 1210 210-0 210.0 L� JB' BST 1]1.1 310.0 J6' 10. fix.. 67.2 ' �• 9BJ :90.0 316079.1 1562 2mA I2' ]53 50.5 5BJ 1B.] I5]A I=fi' 75.0 150.0 2160 1 321 52.1 5L2 ' 6]4 13].9 200➢51' 72.] IISS 21- ie 50.0 ]1.1 11+4 ' 1015 3104 2104a_.ta' 304 ieaA 210. 30" 11.1 5].6 5T.6 ' 7Y6S3 1t0.5 I=]0' 75.8 I]IA 210.0 ]3' 1x0' J0.9 ]1.2 S13 654 1]0.97xJ Ills 2160 ]6' 333 115 115 • 31.]--_ -_ --_ So7A 101.1Sealant (,V36' It' 68.7 133] - 12' 31.2 62.1- 122 ' 103.0 301.0 210.0( 11`71V1r . 131.0 181.5 2 i8_ 77.9 1».9 210.0(Yp) \ 16• 583 11x5 160.6 160.0e' 19.] 91T lae.0 J o$S 21' 75.0 I-D --- 30' 62.6 1233 1725 1 S9.5 119.1 1629 I 81' Er9r.,tll4MmINWO 1T<WUCT RR915R:O 36' 51.5 109.1 11).1 - 13' -_19.0 _ M.0_ 129.] FIA /70592 Il cnnplY"'B niN NenwidA 1 i 1 1B' N.0 90A 111.1 5P 12.1 54.2 106.1--- eivimli9n DAe 42200 �g 1 INlm9 939 Pro3ull(bn (drawing 449 2m W05-04 I (sheet_L of 1.0, O PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUhf f3_Z`ICK I,•IjA�NG DET.\iI.S Ea y OF ALUMINUM BUCK OF ALUMINUM THICK 1� INSTALLATION ANCHORS INSTALLATION ANCHORS REPER 70 SHEETS 3 THRU 9 FOR wINDa.9 CAPACITIES USE LONER APPUCARLE VALUES. o ANCHOR SPACING ANCIIOR S.LINO ANCHOR SPACING ANCHOR SPACING ANCHOR SPACOIG ANMOR SPACING T' ^IJ 81X009 DIPS. .INTO CONC. LA70 1101.1-0 PID INTO[GOD KLVDOR 004& INTO CONC, TATO X011011 BIDC INTO e000 pry 'A1DTN NEIGH I6'O.C.1 D'D.C. le•D.C. O.C. IO"O.C. B'O.C. w10rN HElcir IB'O.C. e•O.0 le'U.C. B•O.C, le•O.C.-V..0 Q n 24' 210.0 210.o 118.7 x10.o 110.0 210.0 19-1/8" 210.0.1_110.0_ __210.0 210.0 210.0 210.0 _. . I • 9 R,Oi Jo• 210.0 210.0 _155.9 210.0 _210.0 2140 28-1/2• 26' x10.0 210-0 210.0 210.0 210.0 210.0 Q _ _I _ ]3' 210-0 210.0 1$0.8 210.0 210.0 210.0 ]Y _210.0 _210_0 IB_5.5 210.0 210-0 210.0 +'� • '� C 36' IB• _210.0 210.0 1{2.9 _210.0_ 210-0 2140 S]-1/8' 210.0 210.0 14BA 210.0 198.8 z100 - _ Q y 42• 205.] 210.0 131.3 201.2 1785_ 210.0 19-1/e' 210.0 210.0 210.0 _210.0 210.0 _210.0 A -_ Ul V p HNq 4B" 203.7 210.0 1]1.7 201.0 IBOA 210.0 26-1/z• ]8-J/e' 21DA 2140 177.9 210.0 210.0 210.0 - _ a&Q i S 5Y 168.0 210A 107.2 167.6 144.0 210.0 3]' _210.o xlo.o Is7.1 xto.o� zio.0 210.0 p 21' 2+0.0 210.0 134.0 210.0 310.0 310.0 51-1/8" 1858 210.0 ties 207.4 159.2 210.0 JO• _v9.2 IIO.o naJ 2cp�L{1_ z1oA__Liao 19-1/8• 210.0 x10.0 1956 21110 210.0 _zto.0 1 Q 3 32• _171.8 _210.0 109.6 t91'.9 210-0__210.0 3B-1/2• 310.0 2140 ISS9 210.0 210.0 210.0 Z _ 50-5/8' 38• 60• _t60.0 210.0 102.1 178.7 210.0 210._0 ]7• 2073 210.0 129.9 181b 210.0 210.0 J t ZOZ eNV a, J 42' _117.1 MID 94.2 164.9 17&3 1 21MG 53-1/0" 111.8 210,0 109.8 160.7 141.1 210D 48' 140.0 _210.0 B9.J 150.3 180.0 210.0 19-1/e• 210.0 L 210.0 INA 210.0 210.0 210.0 C--- --7 2tOA 28.6 151,8 142.2 210.0 26-1/2" �. II0.0 310.0 146.4 210.0 210.0 110.0 i �H 24" t17 x10.0 134-0 210.0 110.0 210.0 37 ' IB].]__310.0 117.2 1875 x10-0 210.0 0 30' _ 210.0 112.8 I1--2-03.1 210.0 210.0 53-1/8• 156.2 2100 99.7 139.3 146.9 210.0 /14 SVS jib SYS o 12" 210.0 10).7 1 1918 210M 21ap +9-t/B" 210.0 210.0 161.8 210.0 21(-0 210.0 AT 6•mom ENDS At 6•FROM ENpS�( J6' 72' 210.0 99.7 170.7 210-0 110.0 28-1/2• 7Y _191.2 2140 1219_ 210.0 210.0 310.0 AND 24.O.C.WX. AND 24.O.a MAX 1 j V) 42' 210.0 90.1 IB2.2_ 17&3 210.0 ]7' 152.8 210.0 97.5 1755 2100 210A C.W 210.0 .8 1509 180.0 . 210.0 SJ-1/B• 1213 210.0 79.9 1117.9 116.9 210.0 u� C3 110.0 ]7.4 1429 1122 210.0 19-1/B' _210.0 _210.0 151.9__210.0 210.0 210.0 N 224' 21401744_ 210. 210.0 210.0 26-1/2" 78• IB1.9 210.0 116.0 208.9 210.0 210.0 L jrSO 210.0_ 111.9 188.4 110.0 2100 JY 112.1 _210.0 90.] I 1877 210.0 210.0 I I / #32' 8 210.0 106.4 t71,4 _21MO 210.0 M-1/8• 115.120].7 735 IXL2 148.8 210-0 .3 3 u 110.0 975 162.4 _210.0 2140 O 3J6" er 7 '" I42' 1 2140z 2E B].3 145.9 17&3 210.010 210.0 BOA 134.0 180.0 210.0 196.5 75.2 127.4 1x2.1 210.0 ---tEfIl 24' ZIOV04.2 210.0 1]1.0 210.0 210-0__210.0 I((/ JO' 174.2 210.0 1112 190.6 210.0 210.0 •, - --- J2' :64.4 210.0 10.75 180.9 210.0 210.0 • T4 `�t CONCRETE 3000 P5! - WOOD BUCK J6• 98' 150.8 210.0 96.2 1611.8 110.0 210.0 BLACK 1924 P9 I `OR WORD STNUCN RES 1 112• 1]4.4 210.0 85.8 Ia7.0 1]&J 210.0 I1' III'DIA ULTPACON OR _ SILLS CAN ALSO BE USFJ) n \J 1/4•INA KWIK-CON 11 11 q b' 122.5 210.0 7B.2 134.0 18&0 210.0 IN OPRCNAL WATERBM a �A1-]/4"MW.EMBED IMO 2 I/2 AON I CONC.OR OlLEO BLOCK 54' 113.6 194.8 72.5 124.3 142.1 210.0 \ -� I//•OIA ULTRACON OR u`I 2{' IBJ.B._, 210.0 117.] 210.0 210.0 210.0 \` ECGE qST. AT 6•TROY ENDS AND t' _ IB"OR e"O.C.MA%. 1•MM I/1"OLl KWIK-CON 0 11 1-I/2•WN.EMBED d Jp' 151.7_ 210.0_ 46.8 179.8 210-0 110.0 DEE CHART fOR GPACIIT AT 6"TROY ENO$ANp �>2 16 i J2• 1439 210.0 91.8 110.4 210.0 210.0 Ifi"OR 8.O.C.NAR. �• 109• X307 210A ei.4 154.8 210.0 210.11 TYPICAL INSTALLATION DETAIL SEE CWT FOR CAPACIY 42" 115.9 zlao _77.9 137.7_ 17&3 210.0 ON ALL FOUR SIDES/USING ALUMINUM RUCK SYSTEM 4a' 103.0 195.0 67.0 +24.11 1e0.0 210.0 24' 18&7 1 21CO 119.1 210.0 2IOA 210.0 ��•�u o... JO• 163.9 I 210.0 98.0 IBJ_B 210-0 210.0 1.23]- - [A41, ]2• 120• 145.1 110.0 92.8 173.9_ 210.0 310.0 1.270 y.6261- 908 ' (B��I JB• 131.8 210.0 84.1 157.6 zioA 210.0 I D10r.,MVAO AHMID PRODULTHEVISED ; 42" II6.4 210.0 74.7 1]9.2 1]6.7 210.0 rA65 l I I M Fr 0592 Al eanPlYP.ewUB 0e Fl1niM - I 1 L112s cnN ie Y1 vN1}o512.a1� 562 CC .115 -1 Opl li �2 5 �.90]-! Ml .0.e P1oB044 drawing ALUMINUM BUCK OPTIONAL COVER ,1�jL U 215 l WoJr-04 6067-1`6 6087-TB (,heel 9 01101 PERFORMANCE VALUES PEFUORNANCE VALUES v OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS NSTALIATION ANCHORS CAL(.)B RR.(-) 0.T.(.)A,wr.(-) .awl DINS. AXCo..INTO IIUII.[RIM[ am=Lala Co.9c, 'INCNon IYIO 11009 "NOoe of.. 4HCNON9 In1O N912Dr yDC[ An<IIOR9�TO ConC. ANC000.4 0110 r0a9 Z n j CLUS'TEp CW57FH CLUS1Efl CLUSTER CLVS}7A CLII$}RR CI.USTf:X CLUSRR CLUSTI.13 CLU6TER CLUS)6R CLUSTER CLUSTER=NTE11 RUST IMUSTIR CLUSTER CLVSTPA CLUNT.R CLUSTER,MUSIElUCWST[RICLVSTF9 CIUS9ER Q n 1WOM HfX:NT O/2 OP a 01'n or a 0.F 2E02,1""I..0 0OE A 01 2 UP 1 nv a OP a tnpM HEIGHTOY3 I OI 4 OP6OP 6 OP 2 OF 4 OF B OI O oP 2 I O)4 0P 6 092{' 89.7 I7&T 210.0 210.0 I40.D0.0 210.0 120.0210.0__210.0 _210.019-I/6' 210-0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 _210.0 2160 21010117 78.0 Iss9 110.0 10.0 13210.0 x10.0 106.1 20'Jb219.0 210.0 38-1/Y 210-0 210.0 210.0 210.0 270.0( 210-0 310.0210.0 210.0 110.0 110.0 210.0 3Y 75.4 150.9 210.0 1160 1HL% 0.0 210.0 101•] 201.5 21MO 210-0 A• 25' 210-0 1160 2100 110.0 210.0 210.0 210.0 210.0 2140 1 210.0 210.0 21UD]5' 4B' 713 142.9 210.0 310.0 112.010.0 210.0 96.0 191.0 2100 210.0 57-1/6' 210.0 210.0 210.0 210.0 210.0 210.0 210.0 310.0 310.0 110.0 210.0 210.0 1.e&1 t]&1 2N.2 210.0 106.710.0 210.0 91.4 102.9 1210.0 210.0 I9-1/e' 1461 210.0: 110.0 210.0 210.0 210.0 210.0 110.0 16&3 2140 210.0 210-0 QIt4B' 67.0 131.0 201.0 210.0 103-010.0110.0160.0 210.0 210.0 26-1/2' 1159 1_2161210-0 210. Iat.7 _210.0 -210.0 210.0 15}) 210.0 310.0 210.0O4' 67.0 134.0 2N.0 210.0 103.010.0 II0.0 WA 160.0 210.0 210.0 3Y 101.0 2CB.9 210.0 2100 1643 310.0 210.0 310.0 141A _210.0 _210.0 _210.0 2� 67.0 134.0 201.0!210.0 103.0 2104 2104 210.0 90.0 IR0.0 21" 210.0 W-1/8' 104.6 2M.6 710.0 210-0 164.3 210.0 210.0 310.0 1109 210.0 21MO 21MO Xo' _97.2 114.3 171.5 21MO MIS 1 IJ9.2 ZIO.0 21M 76_6__15,1.6 210.0 _210.0 19-1/6' 967__196.6 210.0 2100 _151.0 _210.0 210.0 210-0 173-0 _310.0 310.0 3100 33' 5.A ins 164.5 210.0 65.9 1719 1 210.0 210.0 )16 14).7 21MO 2t0.0 26-1/2' x•51, 779 155.9 210.0 210.0 123.1 210.0 210.0 2100 IN.] 3044 21MO MILO JB' 60• S1A 102.1 Hill 2N.2 Bao 160.0 210. 210.0 E&6 177.1 201] 210.0 ]Y 64.9 129.9_ 1949__210.0 101.6 203.5 _110_0 _2160 _671 _174.3 _210.0 2100 .2' 4].1 9.2 161.6_IR&5 )J.6 14).) 210.0 21(1.0 6TJ 12&B 169.9 210.0 37-f/6' 60.2 1303 lea] 210.0--91A IB&B 210.0 21.0 Bag 161-0 310.0 3104 Q Z ry F b' 41.) 69..6 136.0 17&] )0D 160-0210-0 210.0 600 1 130.0 180.0 210.0 19-1/0' _]S,5 111-0' 310.0 210.0 11&a 2100 210.0 210.0 101-0 102.9 110.0 1100 W w 5.' 0.].J 86.6 170.0 IT3 3 179 1354 1 203.6 210.0 56.2 1164 171.5 210.0 28-1/2' B3• 3&5 117.1 1175.6 110.0 91.7 183.5 210.0 210-0 _7B.e f5).] 210.0 210.0 1 24' -3]_11 10)1 1609 2111.0 Ba.O I6e0 210.0 210.0 71.0 Ia..O 110.0 210-0 ]T 4&9 918 140.8 167.3 7X3 1.6.9 210.0 210.0 0.)D 1259 IB69 210A > �I JO' .l.1 903 IJS.a 1803 10.] 1613 310.0 110.0 LO_6 121.7 IB1.D_110.0 5]-1/B• JA9 )9.7 118.6 1593 629 113.11 1873 116.0 !].13 107.1 IB0.] 210.0 J2• .3.1 6&1 129.3 1]23 67.5 1X5.0 2023 2100 51. 115.7 IT16 210.0 19-1/6' 66.6 1297 1919 210.0 101.3 202.6 210.0 210.0 6&6 lA.) 310.0 210.0 z- J6• )Y ]9.) 79.6 119.1 1589 623 121.1 tR6.) 210.0 537 106.] IrAA 210.0 38-1/Y )2• 19.5 99.2 118.] 190.7 7).) 133.4 1110.0 1 310.0 66.8 1]7.2 199.8 1100 S N 12' 35.0 72.1 10&1r70Z 3 112.9 169,1 110.0 4&4 98.8 115.2 191.8 JY 79.0 )AO 117.0 156.0 611 122.2 183.3 210.0 SLa IO..e 15).1 2093 01 d' 1 48" 73.5 BI.O 100313 105-0 157.5 110.0 .60 90.0 135.0 180.0 53-1/e' 72.0 84.0 95.9 1174 50.1 1 100.2 180.) ]00.4 .3-0 059 12&9(1719 i O 34' 719 &LS 34399 99.6 169.3 199.1 42.7 BSX 12&0 170.7 19-I/6• 047 111.5 182.2 210.0 931 190.4 _310.0 210.0 __01.6_ tU2 _2_1_0.0 21&0 0 24' 44.7 B9.J 134.000 140.0 210.0 210.0 MA 120.0 IB0A 210.0 26-I/Y e• 16.1 92.8 139.2 185.) )2.) 1.53 ItO.D 210.0 823 tN.7 16).0 210.0]0' ]7.J Ta.6 111.9 &4 II&9 17}] 210.0 50.1 100.2 1503 200.3 3)' 1B3_ 72.8 _10&B 14}1 36A IIJ.1 IT0.B 510.0 4&] 973 11&2 19671 �jj 45 33' SS3 )0.0 108.4 }6 Ilt,2 160.6 210.0 4T.e 913 142.9 190.6 5]-1/8' 299 5&8 061 11)6 46.1 92.1 IJ81 164.2 793 )9.0 11&{ '570nB4' 733 65.0 07.50.9 1 HH.6 152.7 v%La .18 8).3 1]69 1)13 O��42' 29,2 55J0).5 }7 91.4 131.1 feL9 ]91 76.1 117.6 _156.7 4B' 289_ 5X.6 00.4 _IM2 620 61.0_ 120.0 --18&0 ]6.0 710 10&0 114.0 '� Z_Z n 94' 23.1 501-_-7&2 L 100.3 39.3 7&6 117.9 157.2 317 67A 101.1 134.7 12 PRE ALL O SNE 0 ANCHOR HOLES ]6.6 114.9 ISJ.I 60.0 110.0 IBaO 210.0 511 102.9 1517 305.7 SPACOlC r 1 DRILLED N E!Ei21 --- _- R O p 3 V�FF # X1.6 bJ.S 95.3 1 127.1 499 98.6 1.93 1 19&' 42.7 Dia INLD 17 4) -- L -- l`„'I 8.-3 C' 32' _30.1 _60.]_ - 120._120.6 47.2 01.5 _l a_I.l_ _189.0 10.5 BI.O 1113 163.0 B6' 2).5 53.0 BLS 109.9 111--6e.2 129.2 173.3 X0.9 1 779 110-6 147.7 _- ( 12' _24.5 ap.0 ]SS 980_ J6.!_ 769_ 113.2 _137.0 31.91]I.J_ 48' 227 64.7 57.0 89.3 310 70.0 103.0 110.D ]0.0 60.0 90.0 ! 1TU.0 31' 267 4 I 62.1 02.9 323 669 97.4 1199 279 3}) 8]3 111.3 SCREHS IN CLUSTER 77 24• J].! 67A 100.! IXI.O STS _105.0 15).3 210.0 1].0 9aD t]&0 IN. 1X4 4UWON M1 a _ __ ._._..._.. SEE SHE B OF It ° € 10• 27.7 553 97.0 110.7 0..a 8&] IMA 1714 37.2 747 1115 149.6 a N a 8 n J2' _261 _Sia 79.7 104.8 41.1 61.2 1213 1817- 51 501.4 17 -1 M. LOB' _ 2 .__- JO' 2].B 1 41.8 71.5 9i] X)3 74.7 111.0 1493 ]2.0 640 y,g!IP Q IY 11.1 11.2 67.4 60..! 3].t 6&1 997 131.4 36.4 56.7 _&SI I1J.5 - 18' 19,1 1 36.3 1 57.4 76.6 ]0.0 I 60.0 90,0 12MO 24' 38.6 39.6 89.3 119.1 46.7 973 110.0 196.7 40.0 00.0 120.0 1660 y o ]1Y _21.5 49.0 71! 96.0 3&4 7&3 115.2 IS]_8 33.9 659_ _9_&T 1 2• 120' L1.2 1&1 I_69:fi 92.6 _J&J 1_>2.) - J6' 21.0 12.0 67.1 01.1 71.9 65.9 98.9 IJ19 28.2 36.3 01.7 113.9 - -� 42' 16.6 ]7.1 55.] 74.3 29.1 5&2 B].3 I18A 210 1 49.9 1 74.e 1 09.7 ANCHORS MIN.EDGE DIST. = 2-I/2 IN. ANCIIORS A'I' I 1 En9r.JACM AN149 PROOUCTHEVISF3) II AI.UMiNUII(_HU[]C FRAMING W W ETµ Tu93 In_ et ileum Fl," ui(AT MULLION F.NI)S) CLUSTER OF 2.4,1 ORB ANCHORS Ac.:9tmm6 N�15'05I2./.SEE CHARTSABOVE).ALL OMER BUCK1.� O71eNC.HORS AS PER SHEET 9. �_e FOR WINDOW ANCHORING TO (CLUSTER OF 9 BEING SHOWN) ur k/�� � - Num .0.e p,90s1 (dro>7inq no.l ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPUEO WITH L 2015 I WO$-04 1 SPACED AS PER SHEETS 7 & B. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANOARO. .__ EXTRA HOLES MUST BE FIELD ORILLED IF REWIRED. heel70 0110