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HomeMy WebLinkAboutProduct Approval (5) ST 19 63�"aDING DIy1MION REVIEWED FOR CO LANCE REVIEWED li:Y DATE a S'1 BE KZP ON SOB 'CANS -' PERMIT' .ERMIT MIAMI-DADE OR NO I\SPECTION WILL BE MADE. ® PRODUCT COUNTY T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25'h 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 expirati )n date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, Qf it is determined by Miami-Dade County Product Control Section that this product or material fails to rr_eet 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"Alumynurra4SrnleiHuing;VNindorlLM�1G - 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 AUZO COUNTI' n (� Expiration Date: May 05,2020 �j JG4� Approval Date: September 03,2015 1 Page 1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 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. ManuekPere ,P.E. Product Cont�. Oi512.07 I Ex miner NOA Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 u 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 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-0080-0323-04, 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex.and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), and of no financial interest, dated July 16,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 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 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. ManuelPer ,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 General Window Scctions FRAME AND VENT DETAILS FOR GLASS TYPES 1 &� I SEE SHEETS 3&4 FOR CAPACITIES. C� 1/2"(lyP. Ilaoge) IT I6 1 12 15 Z �IIJ 1 I, I g Installation Screws c aI 4 —. (Refer to shcetS F{ 1 19 - ,B I 5, 6 &n for Q o tR eT spacing i f-Tation) V N .a ,r5- -- r I �_ Wlndow wiatn Q WSW llypy-, EGx �' Dam-n I` -- c x t e r i a r _- J1 1 fia LLZu11 ao zl 8 Daylight Daylight JI f f II]P) I'M 3 9/1R'• Opng. Upng. 3 9/16' J - lot (_l Window LYdth Window Width mE `foklloo-a) V / INSTRUCTIONS FOR USING CAPACITY CHARM iw_ ospuddr U(poSTEP I o t GNE THE REWNPED DCSIGN PRESSURES FOR A L A OMEWE N WINDOW OPENING. i OO t STEP 2 DETERMINE THE CAPACITY OF WE WINDOW _ 52E/CONnGUIUTIOH/GLASS TYPE FROM CHARTS ON tY t n 1 a SHEETS 3 AND K. vi STEP_ CETEAYWE ME ANCHOR CAPAMOM SHEET T _ •-I..__ � (n N�n 3 Lltt FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TYPE - iI II A B OR C SHIOIYN ON SHEETS 5 AND D. �i i� :Z! a 3 n a, STEP 4 IF ALUMINUM TRICKS ME USED,VERIFY THE BACK _I j_ m INSTALLATION CAPACITY FROM SHEET 9. 9 STEP 5 FOR UNCUPPED ULIED YANDI DETERMINE 11�F'IIr MULLION/RN ANCHORS CAPACITY FOR 1% TUBE II it 8 MULLION FROM CHARDS ON SHEET B. L I4 IF ALUMINUM OU APE USED DEPERION BUCK U � �� ANCHOMNG REOUIRE11EM5 FROM CHANTS ON SHEET 10. L (OPfnmOS o TRE UOIMST SELECTED VALUE APPLY TO THE INSTALLATION �n \` ANO W MUST EOL OR EXCEED THE REQUIRED DESIGN o loPrmnm) fwe ) PRESSURES OBTAINED FROM STEP 1. I o (� B"Q Typical Elevation n;6 P o Ir SERIES'9R0'AI UMINUM SINGLE HUNG WINDOy _1 APPRCVK/PPIIES TO SiNGIE UNITS OR SIDE BY SIDE COMBINATIONS y C d g 4 OF S.N./S.H.OR SINGLE HUNG WITH OTHER MUM-OADE COUNTY Y 3 APPROVED WINDOWS USING MIAW-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM VANDOWS OR MUHLON APPROVAL WELL APPLY TO ENTRE 515701. T B ESE YlRlf%)WS ARE M1E0 FOR TARGE Y65RE IMPACT. I(1 I NUTTERS ARE NOT REQURED. zx TM15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRIT THE 2 (Ud%e+e9 REQUIREMENTS OF WE FLORIDA BUILDING CODE WCWOWG MR VELOCITY HURRICANE ZONE(HMR). g r S]T WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER I mm R 11-1 g I $ I Jr (Oarlvro9 LOADS TO 1HC STRUCTURE Ileildma CCadd IdW FlQ� Errpr'1+vwµWd .771 INTFIL ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS •\�p•Tce HaL lII•D u PE 1 Z >r--� EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR 5T 0-ox Psf Sill Optional 15 PSF OR O OR LOADNG Co"I'MONS NOT SHOWN IN THESE DETAILS ARE I1 H 8 LJ NOTT PPARTTOF THIS APPROVAL Khvuii AsB:lhkrtf C C � A LOAD WRARW INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. S ••drawin O Standard 12 Water Dar Adaptors •lt g CO EflWS INONA T BUT NOT LIMITED 70 STEEL/METAL SCREWS.THAT l WO5-- J Can nal Be used with lock type © COME IMO CONTACT WITH OTHER DG.CID WICIRLLS SHAH MEET WE REWIPEMENLS OF THE FLORIDA BLDG.CODE �heet 1 of 1v, FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A, 4 AND 4A. �v g SEE SHEETS 3A&4A FOR CAPACITIES. (//J� OPTIONAL TOPESRAIL SWEEP LOCK NOT AVAILABLE WITH THESE_ 1 GLA55 TYP . C m 1 10 �1i 16 1 12 1n .2 I oa,oee smn sao. Inslollotion Screws � 'lJ F (Refer to sheets 9 I_. 5, e & 7 for t spacing information) V e LL (' ' tendo.width OM ONm� P -- 5roo e x t e r i o r 2 21 _ I_-- Doy(ignl y m Pro) P ) 3 16. -II Opening 3 j —u 4 Y[clans!..k.•ear w.ss ovlmns Window Width cn E fo Surince Applied ! m I Nenlins(OptionoQ 3 j 0 0 til I.. k A �n w lo u z 2E I o—^ I Gla�inq at Insulated Laminated r ILII i v a 9 P` 4 fi0 (aW—l)5 - I Typical ❑evotion 033 �— S r� �l ! ^� Elgr:J�YAa AM WD a CT NEVI .'c SEn efmrolyio-awWlEo F1W. de a l.. M E/)aX2 UuiWiag Cot GAN. Att<Pumx Na.S'aSIR.O E�pl_ryiw,oex 8 Iw Standard 12 Psf Sill Oplionol 15 PSF Wnler Bar Adoplor i 0 7,15 Mi` ,m vmmxt drewi g no.'no.' Con not he-ed wan lock type (sneet 1p of t.o� z gI og v� 09 og a apgyg o� Qa.g S °amid JS�p,I I Q�i1�558 C Bill of Materials ) 3 J ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF./SUPPIIER REMARKS 3 I !23201 NG AS REOD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL 3 c 8 2 CGI-612P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK i O w 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REDD. GLAZING CLASS VARIES 5 N/A 1 _ COMPLETE SCREEN ALUM/MESH 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 0 WOWS. 28'WIDE&SMALLER $ Z z�' do 616C ATTACHED W/(2) #8 X 5/8'FH SMS 2®WOWS. OVER 28'WIDE A307O0& OPTIONAL SWEEP LOCK& KEEPER re laces 1 0f WOWS. 28'WIDE& SMALLER o V 7 C30705 1 OR 2 item 6)ATTACHED W/(4) #6 X 5/8'FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WDWS. OVER 28'WIDE 'U 8 I8-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 153 WOWS. 28'WIDE&SMALLER _2_®__WOWS.OVER 28'WIDE_ _9 CGI-614C 2 TIE DOWN BLOCK _ ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES _ BOTH BALANCES CAN BE USED I e g 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB IN r 12 CGI-618P 2 VENT_STOP _ _ _ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 1`,_Mtf nVMEU 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING pn1K'^F Code .0$IR.0T - - krr—.=I 16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING n u.z `q o?9 8 8 17 G:-6200 2 CARRIER SYSTEM IEFOM CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO It 111. Mian ^bc1 18 N/A 16 VENT ASSEMBLY SCREWS VARIES 010 X 1 1/4'PH SMS(2 PER CORNER)19 N/A 12 FRAME ASSEMBLY SCREWS VARIES #10 X 1 1/4'PH SMS(2 PER CORNER)20 CCI-382V AS REOD. VINYL BULB PROTOTYPE PLASTIC EXTRUSIONS21 VARIES AS REDD. STUCTURAL SILICONE E 3 SILICONES GE-1200,CE-2000,&DOW 99522 CGI-632 I OR 2 COMBINATION EGRESS WB LOCK&LIFT/PULL CUSTOM CASTING 1 9 WDWS. 28'WIDE& SMALLERATTACHED W/(2) #8 X 5/8'FH SMS (FOR USE WITH WATERBAR) 2 9 WDWS. OVER 28'WIDE ((d923 - 2/UTE SETTING BLOCKS - DOROMETER 6535 SHORE A I�W05-04, ;sheet 2 of 10'� 3572--� -� - -3.597 0 o 1 ♦--3.g57�'I d'� �� 000-GF0r6aJm-Te6 I ICGJ a-mT6e Sill QC't 0 -00 _ 0-Fom-6mJ y f TI1.326 L]ol VENT SHAPES FOR GLASS TYPES 1 h 2 0 dap m E — <Wt r G 000 .080 ` Q ! „ 0]2-I 3 604-Horiz. Roil 605-Fixed Intick. 606-!]ovin Intick 607-Side ItOil all 609-GI2g. Oeod I 3 -_6067-1G 6067-T6 fin6l-Tfi 606]-16 (___6063-L5J � VENT SHAPES FOR GLASS TYPES 3. 3A. 4 h-I.J26�1 s FN o .0]0 1.777— 0 n 1.632 I..__�(f�I -___� 03 2507 2.507 Lyl .100- tom - 256 636 Z Z N I'� 1-UN2 -, r� 7� r _ I I.c7 .� 4134 1.326 � .040 Y60 .940 .960 I U m l .010 .950-I� I L.957-J _ __ 629-G4g. Ocod 630--Gtzg. 13-d 025-Horiz. Rail 1626-Fixed Intick. 627-Movin Intick 626-SiUe Rail 6063-T6 6063-T6 K 3 6063-T6 _ L. 6063-T6 60fi3=I -6063-T6� F'or Glass Types a dt qA For O�ass 1351 .325 c 1.094 o .fi. i 8 V'rl. 3.155 -y .015 E1pr.JAVAD.WYw 1'60008 ftEVI6l:U ��� M Et:♦T 70592 :'c rnnplymgvilh 16e F1odL n 1 L u� II�nWioP Cod! 1 I Acccp�INa Ale 15`�fi Z' �---� 475 i--I 6 ton lhu< g fl a .382 t- l 0 2015 611-WOlerbOr 657-Y101erbOr L -0 WO 6063-15 r 606:1-15-- (sheet 2A of 10� 1/8'Ann, Glass 1/8-HS Gloss (� T n9o'Tntedoyer .090' -sen l.. S.e1 1 n MIroroy Amed..,Inc: 1 Ry Kw.soy Amerb.,mc: Supplemental (est Results for .o7s`mtedoy.r 0.15'bl<n.yn �1 s,ocM CP With PEI C«e -sone.CP W.th PET core Air Infiltration - Woler Leakage R.istonce - Forced Entry F `d By'E.aimmf chemic.!C., By'East-Ch.mc.i Co.' loo•mt.noy<. .,Do'mt.d,., Test Type and Method Results �0 u -5,fi"NP F,1<o,.r Cola,0- , SOR.r HP CI<.r or C.b,Ms. -.-----_ - _ By'E....e Cher.d C..' By'E.stm.n n,em;c 1 Ca.' A,Y Inliltration Test(ASTM-E2B3) a.0 M 1 f8"Ann.Glass m T/8"NS Glass e5 1.57 psi pressure different PASSED{.044 C.F.J Min a k PASSED(.076 C.F./W./Sq Fl) N H Q 6.24 psf pressure ddle.renti01 Sitkarie '�° silicone o:i GE-1200 L GE-1200 'Nater Leakage Test(ASTM-E331) No leakage allowed Q d GE-2000 GE-2000 wRhoel wnterhar do I V DOW-995 DOY!-995 n P cr PASS M 0 12.0 PSF .ith wM.1h.,adapt- PASSED fD 15.0 PSF Q 23'M 1/4 Points On tile. 23 Al 1/4 Pointz On Ct<s WMer Own 36' wide,It-36' F.,eed Entry Rasisftnce test F.,SSED t2 Glass Type "1� Glass 'type "2" (ASTM F588 r<Crude to) 5/15"Nomfnol Glass 5/16"N-irwl Glass r---] Annealed/Annealed HS/HS n EQUAL LIT1;S }yINUOSYS 1iQUhL LITF.S WINDOWS EQUAL LITA3 WINDOWS WINDOW I NOW DESIGN GLASS CAPACITY ''VICIASS TYPE'2' NiN001f011tM$N�S�TYPE TYPE'2• WtF00YDP_51GN IDA. ..,72Y... () width '^ b CAP -PSF- D CAPACITY-PSP •�- E, -- DIMS. OCAS$TYPIE 11'aws WI-E•2' v:In • REICH! EXt.(<)IM.(-)EMT.(+)INT.(-) WIDTH HEIGHT EXT.(+)INT.(-)EM.(+)1IIT.(-) -DIH noun( IV.(.)HIT.(-)CMP.(+)IM.- --� S O W I" two _210" TOGA 210,0 24' IODA 5.9 70 1600 210,0 14-118' I60_0 210.0 100.0 210- w nF ]0 100.0_ 210.0 100.0 210.0 30' _100- 118.8 t0a.0_ 120.0 26-1/2' 100.0 210.0 100.0 210.0 26' �S[Wo 32' 100.0 2104 100.0 210.0 32' 100gG. .0 Ills 1000 l20.O 31' 100.0 210.0 10(1.0 1100 � a- _ 36' Itl0.0 1800 100.0 210.0 36" two 1015 1000 120.0 53-1/B' 100.0 171.1 100.0 210.0 -- � +2' IOOA 744.0 lOO1) 2194 42' 85.4 85.4 100.0 120.0 19-1/8' team Z/0.0 1008 210.0 (p 48 100.0 IM.O 100.0 200,0 49' 70,2 16.2 100.0 _120.0_ 26-1/2.36_3/6, 100:0 "D.O 100.0 210.0 O t /�. Oj Z�1:_ SI 100.0 102.41000 171.+ 54' 68.9 6&4 IMO 1200 37' 100-0 197,2 100.0 210.0 LJ 4 2A' 1004 f2l" 110000 210.0 14' 1600 142.4 1000 210.0 53-1/8" 100.0 124.1 100.0 206.9!0 100.0 0 2104 30' 1WA 102.2 HOOD 120.0 19-1/8' WO.O 210.0 two 210.0 rn L) -Z 100.00 210.0 J2' IOB' _944 94.9 100.0 1204 28-1j2'S0_5/a. 1000 210.0 100.0 210.0 � (_...._.,..�] 60' Ooo 0 MA 36' 05.0 85.9 100.0 120.0 0. W.O 169.3 100.0. x10.042' 1000 0210.0 1. T5.3 75.3 100.0 120.0 53-If8' 1004 IOL2 100.0 HO.7 10110 0 120.0 48' 68.6 G0.6 {00.0 120.0 19-1/9' 1004 210.0 1000288.6 0 120.0 2i' 1004 !204 100.0 120.0 26-111 63, 500.0 207.5 100.0 210.0 24' _100.0 201.1 _100_0 210.0 30' 90.7 90.7_ 10_0.0 _1200 32' 100.0 154.9 100.0 210.0 P'R€ 100.0 162.1 t .0 2104 J2' 120" 83.8 83b 1WA 1200 53-Yf8' 88.1 EB.t 500.0 120.0 9 P 3 32' IC04 167.6 100.0 210.0 36' 15.9 75.9 f00.q 120.0 14-1/8' INA 210.0 two 210.0 �n�a"a b G 3fi )2' 1004 150.7 100.0 210.0 42' 66.4 66A 100-0 1200 26-t/2- i2' 100.0 181.5 700.0_ 250.0 PROOtFLTRRim" 941 e 42' 100.0 120.0 two 12p.0 3T 100.0 146.8 100.0 210.0 ,*^P1T^8 vigt 9b l'IuE44 48' 564 96.0 100._0 120._0 33-128' 624 824 {OOA 520.0_ Hu,WioO Cub Mxct Not ()St2•0 " 54' 80.0 90.0 100.0 120.0 14-I/8' 100.0 210.0 100.0 210.0 24' 100.0 119.1 100.0 210.0 26-If2' IOOA 177.4 100.0 210.0 Hy I_� 76' - - - - Mi..Dada Fxobur 30' 1000 143.4 1000 210.0 37' 100.0 136.0 100.0 210.0 32' 100.0 1352 IGOA _210.0 53-1/8' 80,0 e0.0 IOOA 120.0 36' 100.0 1200. 190.0 120.0 f Q Enyr:4v40 41040 42' 100.0 106.1 k1,11 120.0 CAL 1 FtA PEI Ta592 1 48' 85.8 B5.6 10x0 120.0 All values shown ore Design PSF(Pounds per Square Fool) CA !SM s4' 74.8 34.8 I.0 120.0 � E 3 NOTE: VALUES FOR EXTERIOR LOADS(+)SHOWN ARE CLASS CAPACITIES CH 1195 SHEET ARE FOR SILL WITH WATERBAR ADAPTER rdrowtnq n BASED ON ASTM E1300-09(3 SEC.CUSTS) FOR WINDOWS VATHOUT WATERRAR ADAPTER AND FLORIDA BUILDING COMMISSION LI!AIT EXTERIOR(+)LOADS TO 80.0 PSF 3 6 2015 LW05-04jj DECLARATORY STATEMENT DMS-OEC-219 (5e�c 33 3 .0^4•Ime.kre. S"tt Inledwnr l 6 lrvGloa 9a LL I�o NOTE: ('Sy'Kuror9Y Americo. By*K.e.lnc.' BY'Kwamy Americo.tea,• 7� 1 EEA55 ON ASIMs ON THS SHEET ARE ,015'Inlarin er BASED ON Alm E130o-09(3 SEN.culls) 3/16" HS saner CP a h PET Ce 3 16"AN allay Cp:ill PET Cme 0 ��� DEC FRATORYLORIDA HU)LDINGSTATEMENT CO CAOSfON / DEClAWII0f2'I SrAIEMFM OCl6S-OEC-214 fly'Eastman CAtmicel Ca' BY'Eaalman GhemkW Co.' 100'InleHoyer .106'InleHayer V L-Sufkr NY Clear u Cokr Cbaa 1...afkX(W Cesar 0.r Color G.. F� 82'E9ulmon Chemkal Co.' By'C"wen chemka Co.' EQUAL LiTES WINDOWS Q9 iu DESIGN LOAD CAPACITY-PSP ( 3/16" IIS 3/16"ANN 0 - i ^, a 61NUOM DIMS. f,USs TYPE'S' IAS9 TYPE'IA'GLASS TYPE'{'.LASS TYPE'{A - 5ili[one � Silicone 'WOTH HEIGHT exr,(+)INu(-)EXT(+)INr.(-)Exr.(+)tNr.(-)ExT.(+)INT.(-) CC-2200 . 0E-1200 j H _ Lgh 74' 104.0 710.0 100.0 210.0 100.0_ 210.0 I06.o 210.0 DOW-995 DOW-995 ('817100.0 2t0.o imn, 210.0 iW.O 210.0 100.0 210.0 - 23 AI f j4 Pointe On titea 23 At 1/4 Pdnta On UreaC1OSfl Type "3" Wider Then 36` Class T Wder men J6•32' 100.0 zlo.o 100.0 210.0 100.17 210.tl IW.O 210.0 _. ype "3AI']6' 48` 100,0 21x0 _100.0 2i0A 'We 210A 100.6 208.2 • 0901InleHger42' 106.0 7100 IW.O 210.0 100.0 210.0 160.0 176.9 *, ', " Glaa 1/8"ANN -enlryGlea C ,8• tW.O 200.0 100.0 20QA 100.0 200.0 To" 1$8.6 Kurorq HMriea.Gee. •i Qy'Kuroeq Amteko,fee.'3/8"Air Ss•Helene 3/8" Air Space o7;I.wwte,54' IW.O lila IW.D 171.4 100.0 171,{ 10ne 1.19.5 Yar2s' tWA 2t0n tWO 2tOA iW.tl 2t0A 100.4 210.0 lar CP IYIh YET Core SUlkr G'WM PET Core - 1/8" its 'Eovman CNemmal to.' t/8"AN Ry Eaetmpn Chrmaaal 30' 100.0 210.0 -IC0.0 210.0 100.0 210.0 100.0 210.0 D'Inleeayer I .100•Inlukyet „ 32• ion 210.0 100.0 210.0 IW.O 210A 100.0 202.2 ter fN - ) Snrks HP 1000__2100 100.0 210.0 IOTA 210.6 100.0 174.5 2ealman Cherkof Ca: Ely'Eeelmen thamkm Ce.'YL EDGE SPACER XL EDGE SPACER t2' 160.0 7t0.8 _IWA210.0 160.0 15]8 Si.5iEt18Y'tARDY+AL -1/8" HS SI.STEEL Err'CARUTNAL1 "ANN1000 120.0 100.0 120.11 100,0 I2o.0 100.0 120.0 oR 0IF541c.na OR r,p"RM"A,WO"ANEItSilicone ^'1s0.' IWn Iz0.0 100A120A 100.0 IO6J 40. .,,` 0.E-1200 DUMSEAL BT'a WN Oft - GE-1200 s OW20.• +.0-6 ". 0.0 100.0 210.6 IW.O 2190 100.0 210.0 SUPER SPACER W•auaNErGE-2000 'GE-700010Doty-995 SUPER SPACER BY'OVANEX'»0' 0.0 100.0 210.0 100.0 210.0 Dean 177.2 DOW-995 '10.Ul_. ___ t 1/4 Paints A{sixes „ 3 At 1/4 Po�nl At SD-32- 72" 0.0 IW.O r41.z 100.0 I10.0 104.0 1'78.0 Class Type 4Gloss Type 4A" N � J6' 0.0 160.0 198.4 100.0 210.0 100.0 160.1 `- 0' On" EQUAL LITES WINDOWS 0.1• .0 100.0 120.0 100.0 5211.0 iW.Q 120.0 _ .,._. _ - ,. - UESIGN LOAp CAPACITY-PSP Width Z xJ0-0 IW.D 120.0 100.0 120.0 140.0 109.5 '-'"`�Se' 0-0 100.0 120A 100.0 110.0 90,5 909 WINDOW DIMS, GIASS TYPE'3'=ASS TYPE'3A'CLASS TYPE'{' LASS TYPE'4A' O- 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 190.2 WITH NEICHI EXT.(+)INT.(-)En.(+)IHT4-)EXT.(+)1NT.(-)M.(+)INT.(-) Nye U'p u'11 30• 100.0 210.0 IW-0 Zion 100.0 210.0 iW.O 157.3 24-tf6' 1006 210.0 1We 210.0_ iW.O 210n 104.0 210.0_ 32' 100.0 21O.D 100.0 210.0 IMO0.0 100.0 143.7_ 26-1/2' late 210.0 100.0 210,ae 100.0 210.0 100.0 210.11 C'- X 26' __ 1 0.C' IP 36' 64• IW.O 120A 100A IIOn oA tOOR 520_0 3Y 1904 210A 500A 216A 100.0 210-tl 100.0 21110 -rn 0.2' IW.O iz0.0 IIpA (20.0 o.o tOa.O Ilv 53-1/8' X00.0 x10,0 IW.a 210.0 HW.o 210.0 100.4 210.0 48• 100.0 120.6 100.11 120.0 0.0 90.9 90.9 14-1/8' IC0.0 210.11 wA 210A54' 100.4 120.0 100.0 170.0 0.0 806 60.11 16-1/2' ' DXM) 2106 100.0 210.0 100.0 210A 100.0 210n24' 100.0 210.0 100.0 210.0 00 IW.O 172.0 33' 100.0 210A 100.0 210.0 100.0 210.0 100.0 21x0_ -___ __30' IW.O 120.0 t00A MA 0.0 lWA 120.0 53-1/8' TWA 206.9 IMO 206.9 100.0 206.9 100.0 20632' 100.0 120.0 100.0 120.0 0.0 IW.O 1169 19-1/8' TWA 210.0 10.0 210.0 100.0 210.0 100.0 2I0A36' 98' 1x0.0 110.0 iW.O Imo 00 100.0 107.8 z8-tjT tW.O 210.6 100.0 210.0 1000 210-0 +00.4 210.4 Equal Lite W(ridOW ' 50-5/8 42' tW.O 120_0 100.0 120.0 GOA 120.0 90.8 009_ 37' 100.0 210.0 100.0 216.0 104_0 2HIO IOD.O _193.1 48' 100.0 120-0 140-0 120.0 100,0 120.9 86.9 80.9 53-1181 1Coo 168.7 t00n 168.7 500.0 168.7 iW.O 131.7 +OH'/THUGS shown are Design PSF(Pounds per$gUotO Faptj o - 54' 100.0 120.0 IW.o nth 100,0 {20.0 73.2 73.2 I9-1/6' 100.0 210.0 IW.O _2111.0 100.6 710.0 100.11 210.6 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE 2s` 100.0 2164 iW.Q 2tQ0 f00.0 25x0 TWA 1512 25-1121 'WA 2'0.0 100.0 210.0 100.4 210.0 100.11 2'QO 63- FOR 51LL WITH WATERBAR ADAPTER a *' In, 1011.0 120.0 100.0 126.0 IOTA 120.0 1000 loll ]7' 100.0 210,0 100.0 191.9 100.0 ?10.0 100.0 177.6 FOR WINDOWS YNTHOUI WN EROAR ADAPTER - 3T Joe- 160.0 _12x0 tW.O T2QA t4DA +2ao 100.0 IWA s3-1/8' :W.o 120.0 -To-0.0 120.0 Ge 12OR Me iN,S LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 36' 100.0 120.0 100.0 120.0 IOTA t2DA 91.2 91.2 19-t/8' 100.0 210.0 IODA 210.0 100.0 210.0 160.0 210.0 6n9..JAYw AHl- 17 .____.-_ _ n 0.2• IMO 12x0 300.0 120-0 T00.0 f20R_ 80-_0 80A 26-i/2' tOaQ__2111.0 TWA _2 t0A _I W.O 2100 IW.O t929 I%oITULTRBYL96D fLt �}1-0592 48' IMO 120-0 IOTA 1121 IODA IZOO 72.9 72.9 3Y 100.0 210,0 100.0 196.5 1000 210.0 100.0 156.0 at c•mPTYloB Wlbtln lllYka C 3538 0 a, S puikhaeELM y i�� 20.• 140.0 120.0 100-0 I70.p 100.0 1100 1011.0 120-0 53-116' 11100 126.11 Ipp,6 120.0 100.0 1200 94,6 94.0 ltta tanceNet •DS)Y.0 i _. __ 30' 100.0 120.0 100:0 120.0 100.0 IMA 96.4 96.4 19-T/8' 1000 210.0 Won 210A 160.0 210.0 100.0 21x0 Es iralin yarn JY 12Q" IpOA 120.0 100.0 120.0 IWA 120.0 88.8 66.8 16-1/1' t60.0 710.0 10.0 210.0 WO,O 210.0 IW.O 182.1 j dfOwin 1 76' - __ _ - °ira Pnidanc. 4JU0 2015 I WO54 04 i J6• 744.0 1?OA 1000 170.0 166.0 120.0 80.6 80.6 37• 100.0 210-0 10x0 141.8 100.0 210.0 100.0 145.1 0.2' 1000 120-0 100.0 114.1 100.0 120.0 70.6 70.8 53-1/6• 100.0 120.0 100.0 120.0 1000 IIOA 96.1 88.3 ;rte_t 3AOt IO } O 1/8'Ann. Gloss 1/8'HS Glass /�W a9Nay,e .070"Inledayer M 8y %0 y Americo,Inc.- Ry'R rmay Amer_Inc.' ms mledayer .o7r lmedayer Supplemental Test Results for: 0F. i1 Sallcar CP Wlh PET Cae -Salle.CP With PET Core Air Inliltrotion - Water Leakage Resistance - Forced Entry �.15 ^1 By'Eastman Chorrucal Co' By'Eastman Chemical Ca.' __. 14 y n .100"lat.rl9Ye. .10.,Inlerlaye. Test Type and Method Results Q o - I_Safles im Cl-o•Cola,Glass Solln NP Clear ar Calor fila,, - a y u B,T-1man Chemical Co.' By'Eastman Chemical Co.' Air Infiltration Test(ASTME283) CC a < m - 1/8'Ann. Glass - -1/8"ITS Glass 0 1.57 psf p•essure differential PASSED(.044 C.F./Min/S9 FI) Q mD 6.26 ysr pressure dlllerenlial PASSED(.076 C.F./Min/59 Fl) a o Silicone a Silicone Q u GE-1200 O GE-1200 Plater Leokoge Test(ASTM-F]xl) No leakage nlloaed Q dao GE-2000 c GE 2000 O without wnlcrhar adaptor PASSED D 12.0 PSF 0'•2§2 m �`- DOW-995 5 DOW-995 with watarhar adaptor PASSED O 15.0 PSF LL i al:a 23 Al 1/4 Parols M Lit. Al I/4 Points On tiles , ------- wder Than!6' ��wde•Ihan]8" Farced Entry Resistance Icsl PASSED Gloss Type "1" Glass Type "7 (ASTM F588 k Grade 10) 5/16'Nominal Gloss 5/I6'Nominal Glass Annealed/Annealed HS/HS i ^' J' "I M1' EQUAL L1TES ATINDOWS (ORIFI.) UNEQUAL L1TES TTINDOWS (ONIFIJ DESIGN LOAD CAPACITY-PSY DESIGN LOAD CAPACITY-PSP DIMS. GLASS TYPE'1'GLASS TYPE'2' WINDOW 01115. GLASS TYPE'1'GLASS TYPE'2' O TOP VE,- IOP 4EN1 O EGNT HDGJIT Ea(4)INT.(-)EYT.(i)INT.(-) WNTH IIODR 'lE%.11T E%f.(+)ItR.(-)EX1.(1)INT.(-) O 100.0 161.9 100.0 210.0 19-1/8' 100.0 210.0 100.0 210.0 = IA 100.0116.8 100.0 120.0 26-1/2 96" 48" 100.01]8.5 100.0 210.0 100.0 111.9 100.0 120.0 37" (MqX,) 99.3 99.3 100.0 120.096" 4H' 100.0 1019 100.0 120.0 33-I/8" 699 699 100.0 1T0.0 O M n 42• (MAx.) as.. Bs.. 100.0 120.0 19-1/8" 100.0 210.0 100.0 210.0 O 3 p1 .e" 26.2 76.2 100.0 1200 38-1/7" IDB" 54' 100.0 120.0 100.0 120.0 .a Sj 68.9 68.9 1110.0 120.0 J7" ( ') B].0 83.6 100.0 120.0 O 21• 100.0 142.4 100.0 2109 19-1/8 __100_0 210.0 100.0 210.0 141RDULT RL'YLSGD iN LI _ a n,-TJY1w,.Mdn FlafhS ]D- 100.0 102.2 100.0 120.0 26-I/2" 120" 60" 100.0 108.6 100.0 120.0 11n�Yli PC'uda 111.0 yJ.7 n7 loo.o Iza.o A«cnMKer2ol5•�g -_� 32• _ 949 9a,9 100.0 120.0 ]]" E•Q� Uelc ]9 lab 51" 05.9_ B5.9 '00.0 120.0 19-1/B" 100.0__210.0 100.0 210.0 ly,f' ]5.] 75J 100.0 120.0 26-I/2 120' fie' 99.5 99.5 100.0 120.0 Dyj 1G 42' __-- __ _.__ sllm'y1J1de 4q• 68.B 68.6 100.0 120.0 37' (�') 65.7 65.7 1000 120.0 GGGGG � 24' 100.0 120.0 100.0 120.0 19-1/B' 120" J2. 100.0 210.0 100.0 210.0 JD' 2a9 90.7 _'00.0 120.0 26-I/Y (VAY) 9x9 9J.9 IO0.a 120.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE woo ]2" 120" 60" 83.6_ B3.6 100.0 720.0 19-1 t2o• 78" 10Go _12sM 100.0 12MO FOR SILL WITH WATERSAR ADAPTER c5 P' 76' (uA%) 7s.9 ]ss 100_0 120.0 zs-1/Y (MAIL) ae.o eB.a loo.D Izo.o FOR WINDOWS WITHOUT WATERBAR ADAPTER w v 42• 66.. 66.1 1GO.0 120.0 19-1/8' 120• 8P 100.0 110.0 100A 120.0 LIMIT E%TERIOR(+) LOADS TO 80.0 PSF 24' 100.0 120.0 100.0 120.0 78-1/2" (YA,L) 79.8 79.0 IW.O 120.0 lyl I 6B - 30" 120' ' 81.] 81.] 100.0 120.0 32• (4AX) 77J l7]_ taOA _120.0 67.. 100.0 120.0 v o u w 21• 100_0 I1J.6 100.0r NOTE r 1 Jo' 77.1 ]].1 1 00GIASS GFP 1 IES ON THIS SIIEU ARE rn Top Vent120" ]2" - ----- BASED ON AS1M EI300-09(]SEC.GUSTS) LTn,:1) 10.1 ]0.1100.0AND FLORIO%BURRING COMMISSIONMo. aa 60] 100.0 DECLARATORY STATEMENT OU05-DFS-219 T O r CAN. 7c593 a e 34• 100.0 120.0 100.0 120.1 tV � ]0' 120" 78' ]1.T 712 Iwo 120.0 this Ute must he Q L b 6J.B 63.8 )CO 120.0 £goal t0 Or Ihan the Tap Lite drawing o1 21' 20.0_ 100.0 120.0 100.0 120.0 3 0" (MAX) 84 66.6 66.6 100.0 izo.o _ UL 9 0 OAS W05-041 All values shown are Design PSF(Pounds per Square Foot) UDCqual Life WindoWl sheet 4x110) a4D'mteenpret .a9o�leHayer �����(' rSCnlryGr I Rv Nwmay/drn.Inc: tlY Kuroroy Amerrm.IAc.' 9075-I is 3/16" HS @eg CPaw n PLI Cwe 3/16" ANN S-Cv�n PEI Cwe Z -� $ 0y'Laslmap Chemicd Co.' 0y'Etnlmoa CherpicW Co.' >' .Ino•mltnayer .loo'minmyet 501111 IIP Clear or Cotar Glosa -Medea HP CI-at CdW W Ya Dy'Eastman Ctw:micoi Co,' 8y'Eeelma0 Chemed Co.' 0.r G c f� 1 js 3/ 6"HS 3/)8"ANN 0 1 ; t Silicone Ili-upp GE-1200 GE-1"2"00 0 DOW- GE-2000 0 A '1 NOTE_ UOIY-995 0' t� GLA55 CAPACITIES 4.Y THIS SHEEI ARE Jai/4 POlnta Op LIT- 1J At 1/4 Paints GO Liter 0 L Q eaSED ON ASTM E1300-09(3 SEC.GUSTS) G(nsS Type "3" Va.,man 36• Glass Type "3A" WiOer mop'a. 0 2 W R AND FLORIDA BUILDING COMIOSSION p. DECLARATORY SIATEUEJA DCA05-DEC-219X90-.-Io" .090-mut,", et ig N C 1/8" its S,0gatpa 1/8"ANN sedyema l4 z r Dy Xurvroy Amerko.Inc.' BY'Mummy AmClica,me.' Q u t�' '3/8"Air Spa w f UNMQLTAL L1TF.S WINDOWS (ORIEL) / P 075'Ini"Ittym 3/8"Air Space .Drs'IM.11,tyer S011ef CP With PET Cora Sorin CP With PET Cute r=--- 7 DESIGN LOAD CAPACITY-PSP / 0y'Eastman Cbotntro!Co.' (/g"ANOY'Eastamo Chawfcd Ca.' 1/8-HS WINDOW DIMS. TOP VENT GLASS TYPE'3' Li39 TYPE'3A GLASS TYPE'4' LT69 TYPE'IA' 100'ZZ., 100-Interlayer mom HEIGHT NEIGH E%L(+)IMI.(-)EM.(+)INT,(-)EXT,(+)INT.(-)EXL(t)IM.(-) /' -�Solln Hp C4ar of C.I.Glaaf SO..HP C-1 w Calor Grata v 100.0 210.0 100.0 310_0 100.0 210.0 100.0 1724 / Ey.Eastman Che,,e-f Ca: Oy'Eaatmpn C-It;o.Co.' Z4 IOL EDGE SPACER .I %L FDCE SPACiA --1/8" 1 n! JO IOOA 1204 IOOA 1204 1004 120.0 1004 IlO.q 5T.STEEL 8Y'CARprUL' wtC'�"1/0" IIS ST.STEEL 8Y'CARpW ~-1f8 ANN t 1 J2• -100.0 _1200 1004 12020.„__0 )00.0 120.D IGO.O 118,9 O''3 SilicoOa 94" 48' " DUPASEAL BY'OLL4NEXGE-1200 DURASEAL BY'OIIANE36' 100.0 120.0 100.012Do 100.0 120.0 100.0 107.8 OR( ) G4 1200 100.0 tzaD ioo1Z6A sD.6 Sae SDPER SPACER ay'DwNEx'\ u0W?995 -U()W�999 SUPEA SPACER tlY'GIMNE 100.0 1200 1004 120.0 100.0 120.0 80.9 80.0 23 AL 1/4 I'dplf A8 Si­ 2J At 1/4 Pmol.AD Sire. 0 =N to S4' IMO 1204 100.0 112.6 tG0.0 120.0 73.2 73.2 Class Type ..4. Glass Type "4A"_ t j Ul vl^w 24' 100.0 110.0 10x0 _210.0 _100.0 ?10.0 100.0 151.2 30' 100.6 120.0 100.0 120.0 100.0 120.0 100.4 1084 UNEQUAL LETES WINDOWS {ORIEL) LROTy1tCTR{yL6I!p ug Z_z J w 32- 100.0 120.0 IG0.0 120.0 100.0 120.0 1004 IGOR DESIGN LOAD CAPACITY-PSP +ft mPIYin6x11a1MRu(df � a 10@" 54' -- ---'- --- -- `- IIuiIJa6(5Ne M 3 0_t✓i J6' 100.0 120.0 t00�0 1200 1094 1204 41.2 91.2 MINDOY DtYS. CP KN GLiSS TYPE'3''IASS TYPE'3A'GL{53 TYPE'4' PASS PIPE AtuphssC No) "1)512.0 {u4x.) -- - r. tnllan Dm p L U o 12• 100.0 110.0 -100.0 120.0 Isom 120.0 see we M,OfM HEIGHT HEICM EXT.(+)INT.(-)EXT.(+)INT.(-)EXT.(+)IM,(-)E%i.(a)INE(-) 58- 100.0 110.0 100.0 112.2 100.0 120.0 72.s 12.9 19-if@' 1004 2100 IGO-0 210.0 1000 2104 100.0 214.0 D} r.,.z� hiitai 4.Watttun (��� �f 24' _100.0 120.0 100! 120.0 100.0 120.0 96.4 12.4 26-1/2• 100.0 210.11 100.11 210.11 100.0 210.0 100.11 II7_I WI} t 30' 100.0 120.0_ 100.0 120.0 100.0 120.0 96.4 98.1 J]' ( .) 100.0 120.0 100.0 120.0 100.0 1204 IOOA Ia5.5 72" 120' BO' 100.0 1200_ 100.0 1200 1040 120.0 88.8 608 53-t/8' 100.0 120.0 100.0 1144 100.0 120.0 74.2 74.2 I .� 38- Z.) TWO 120.0 100.0 120.0 100,0 120.0__80.6 W6 19-1/8' 100.0 210.0 f00.tl 110.0 IOOA 210.0 1004 210.0 12- 1900 120.0 1000 114,1 100.0 120.0 Me 70.6 26-1/52' 108' 54' 1 0 120.0 100.0 120.0 100.0 120.0 1.00.0 120.0 0, Top Vent ]a' 1000 120.0 100.0_ 1204 100.0 120.0 1004 120.0 37' {Mµ') 1004 120A IOOA 120A 100.0 1204 sea ea6 - 3D- 110' 66- lOa4 5200 _5000 1200 IGOA iT8.0 868 Sea i9-ij8' two 2!0.0 100.0 704.2 100.0 _2r0.0 r000 210-0 > it 32' (MAY) 100.0 12a0 100.0 1204 100.0 120.0 62.6 82.8 20-1/2' 120' 60' 100.0 120.0 :NO 120.0 TOO.0 120.0 100.0 115.1 36' 1004 IND tat 120.0 100.0 Me 71.6 71,6 R` 1040 529.0 100.0 120.0 MOO 120.0 78.3 78.3 � 24- 100.0 _1200 100.0 1204 100.0 120,0 100.0 120.0 19-1/8w 100D 21011 100.0 210.0 100.0 210.0 iCOD 210.0 This LRO must be MET 120• ]2" 1000 120.0 100.0 120.0 _7004 1211.0 &t.9 85.9 26-1/r 120' 66' 100.0 120.0 1000 120.0 140.0 1104 100.0 105.7____ _ _ _ he Top Leta32' (OAY.) 1000 120.0 100_0 12au _100.0120.0_ 74.54.9 J7' {A ') 100.0 1200 1000 1200 1000 I2mo 894 fi9.8 IIIOO 1204 1000 120.0 1000 It9.2 64.0 60.0 19-1/8' iihr 72. 1040 2104 100.0 210.0 100.0 2100 ,00.0 210-0 24' too 120.0 100.0 1204 100.0 120.0 100.0 1304 26-1/2' (MAX.) 1004 12DA 1000 120A 100.0 120.0 Sea 99.@ Unequal Lite Window 30' 120' 78' 100.0 120.0 100.0 1200 IOaO 120.0 79.8 75,6 14-tf8" 120• 7E• 100.0 210.0_ 100.0 2100 2004 210.0 100.0 203.3 $ 31' (MA%') 100.0 120.0 1004 120.0 100.0 IZ0.0 e]8 87,8 21-/2 (MAX) ICOR 120.0 100.0 1204 100.0 1104 9].5 93.9 E^9^•'A�ra.tNWa Al CML 21' t20' @a, 100.0 1200 100.0 120.0 100.0 120.0 1000 120.0 19-1/8' 120- St. 100.0 2104 1000 210.0 1000 2104 1004 163,5 I 30- iMAXd �Go.a IzIaa,o Izo.a icDa i2u.o 70.2 70.1 20.-1/z' (MAx.) IrnoeAll"I-S shown pre Design PSF(Pounds per Square FootVALVES FOR EXTERIOR LOADS(+) SI TOWN ARE drawing o. FOR SILL At H WAIEMRAR ADAPTER 7015 7,AJQ�j 0.4 FOR WINDOWS WITHOUT WATERBAR ADAPTER ��J LIMIT EXTERIOR(+)LOADS TO BD.D PSF gheel4A o110J Z Installation Typc, "A;; MPORIANT NOTE: H q -- Wood Bucks must sustain G7 w/ 1 a a Aereled P.I.Wood Buck leads imposed by glazing a - systern and transfer p ` them to the building IL Buck bed in o^, structure. TYPICAL. ANCHORS: SEE ELEV.FOR SPACWO %v seolont(tyP) 1/4'DU.❑LTRACON AY'ELCO'(Fu-ln KSI,fy-155 Ks6 V ti; N w • -•' 1/4'DIA_ HILTI KWIK-CON II (F.-1W".ry-157 Ks) 1/4' Dio. fi I INTO 20Y WOOD BUCKS OR WOOD STRUCTURES a>mQ Flat Head —_ --- 1-1/2-MIN.PENETRATION INTO WOOD S 3 Ullrocon Or S(�ylv)1 _ f�UOI E 1HRU 1BY BUCKS INTO CONC.OR MASONRYIn LL h R Kwik-con '-- ll - 1-1/4'MIN.EMBED INTO CONC.OR MASONRY (or equal) rrt 1 = DIRECTLY INTO CONCRETE OR FILLED BLOCKS a S f CF{)- E - 1-3/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK 1/4'DIA,TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) J INTO MIAMI-RADE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') ,I,! INTO METAL STRUCTURESS n STEEL: I2 GA MIN. (Fy 36 KSI MIN.) z • ALUMINUM : 1/8'THK. MIN.(6063-TS MIN.) _ r_ 3 1/2• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w o R i Min. 1 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY= 2-1/2'MIN. IMO WOOD STRUCTURE I'MIN. 0 n S `a 'n INTO METAL STRUCTURE=3/4"MIN. I Z=E�m 2 3/4' -� WOOD AT HEAD,SILL OR JAMBS SG-0.55 WN. CONCRETE AT HEAD,SILL OR JAMBS Cc-3DOD PSI MIN. C-90 FILLED BLOCK AT JAMBS I'm-2060 PSI ADR. -� S 1 x4 Reveled P.T. Wool Huck (typ.) - JOB & JT Bg�y Values for Installation Type 'A" apply to the following installation types, with %^ maximum shim space 1/4": �v P 1- Using tby P.T. wood bucks, min. 3/4" thick, Ivo d Optional 'L- Directly into masonry, without the use of wood bucks. Seaan lt Non-beveled _ �1 Wood Buck p O N (Jolted) 3- Directly " t a steel or aluminum structureorSe 8_ _ Min. ure thick and using #by Teksothers or Sell drilling screws. II,, �� Structure must he designed by others to sustain the loads imposed ` -- ---� by the window. r Ergn xARW., I;RODUCT nBVISED G11L nnvNyin,I.iW ILe F'MdN MPC T059E Y 11"IM ,Cn& S]A S ,n AI•al:a N�15-a5f2.o s `/51 S $I bI5 D.� 2015 • n ) d owing no.I hluun UaJe YlvJal Csntld Oplionul Pre-Cost sal IW05-04j (sheets of f0) Cm4% Z Installation Typ! _0 Inslallolion Type p A Beveled P.T.Nood Buck bosed o wood penetrotin ly S O u s.nq I x J or 2 a A.rood bucks Q�Glyl Duck bed in M•, . > Buck bed in 6a'G ul .eaiant(Irv) °. sealant (I ) -- w y i • o � i 1/4" Dia. Flat Head Ultracon/Kwik-Con Q 1/4" Did. Flat Head (typ) F LL z 3 I (or Equol) seelanl— - - Teks Or J 7-1/2" lAin. Wood Embed (typ) _-�_.i' __-� E 7/4" Dio. Ultracon/Kwik-Con O ` - Fasteners F C."� --1 x 4 & 2 x 4 P.T. Wood Buck(typ) o' / $� R -- ---i I lain.1/7- See Inslollation 01tl I Types ..A.. 4 ..B. for 1 x 4 & 2 x 4 -01 P.T. Wood Buck Styles s y IMPORTANT NOTE: e z z Wood Bucks must sustain loads imposed by glazing `'B U o •' 3 I 2 3/4' \ them t to the building emU o 2 x 4 Beveled P.I. structure.. - Woud Buck (typ.) O O Q1)3 & JT JE3 & JT nIOWRRGVL9l0 cY y plrrn6 wiW tb Flad01 la�C nuiW 1..gawxa NN--. a 15.0$120 11/2' ( kl11.1"intian UMe _ y3 C ti Optional Total Wood hi Sealant Non-beveled f enetraliun 01 g q g y r- VJood Buck j--r, (dlled) OptionalNoneve-hled lanl Waod Ouck 0-- (dotted) ro o S^o L M l � _-71 ?' �.• v • -_- • .S 015 I�dro«in9 Optional'^Pre-Cost Sill V l W05-04 shoel 6 0!10 ANCHORS ANCHORS WU7 DR-SIGN IDAO CAPACITY-PSF DESIGN IAAO CAPACITY-1'SF 5T0.PUE PATTERS SSD.ROI$INA-TIM-0 STD.ROL8 PATfE6N .R011 PATTERN YINISOV RIALS. / a._.... Al OCf10 5 DOL ANCHOR IGH ADOL ARMOR WINDOW 01}45. AN'tOCNCRS i/0 ADOL 2NL7106 aITR AOOL AV[IIOR F oma +ZTN NiJCNT AT JAMB EC6.()h wt(-)EX6.{+}&WT.(-) MOiN MEIONT At AOY6 E%L(+)A tN/.{-}472(+}h LYT.f-} 2V a• _ 210.0_ 210.0 19-I/e' 210.0 210.0 Q w a 30' 2/a0 2104 26-1/2' 26� i -- z,ao 210.0 32• 210.0 21p.0 __ 37' 210.0 210.0 yy7�1 .tr%'V 36' 46' 1 2t0.d 2:0.0 53-1/6' 210.0 210.0 ar 6 yi 4' 2018 210.0 19-1J6" 210.0 210.0 0 G P I .H' 173.7 _ _210.0_ 26-}f2' _21_0-0_ ___250.0 1 p M >H-318 ; - A 56' 1.7.2 �208.4 37' 210.0���- 210.0 _ .C4T! 24' 2,00 2100 53-1/6' 176.9 210.0 8 Q 30' 193.7 2104 19-1/6" 210-0 21 p.0 32 185.6�- 21ap 28-1/Y 50-3JB' + 21a0 _ 2104 Ol r q 36' b0' 4 170.9 ---240,0208.1 152.9 191.2 51-1/8 145.6 196.3 ae' �I7e.4 177-0 t9-Ile 27DO 210.0 --- -.- 54' -i128J 157.9 26-1/2' 63' 198.4 _ 2fa0 24` 210.0 210.0 37' a 157.4 - 196.7 1 30' _ 21a0 210.0 - 53-1/8' 120.5 150.7 32' 211).0_ 210.0 t9-i/8' _ 210.0 210.0 w 36• 72' 6 201.6 _270.0 26-1/2' 72' a 210.0 __210.0 4� w 42' 181.6 --2{0.0 _ 37' 198.1 210-0 _ dk aH' 113.3 1928 53-1/6• 120.6 176.7 Q 54' 117.2 175,7 fa-if8' 210.0 210-0 N 24• 210.0 _210.0 29-1/2• 210.0 __210.0 -- .NI' 189.5 216.0 37 76 b 184.4 2164 LOADS APPLY TO INSTALLATION TYPES 02 32` 1e02 210.0 5]-t/6' 38' 84' 6 nHz 1e69 A, B & C AND INTO ALUMINUM BUCKS oo n n� ___65.1 192.6 C33 S III FOR ALUMINUM BUCK INSTALLATION SEE 118.2 .e• us.. ,r57.e SHEETS 9 AND 10. 5{• 171.2 ta53 U O c{ 24' 19..6 210.0 Swd1h cam- 30" _161.1 5083 32•' 15157.2 1783 ` 6�1--23+ry 6 36 98' 6 13aJ - S63A y 42' 124.5 1452 -JL __ _ Scrc SCICWS � 4 8' 113.5 132.; „}" 5a• 1046 122.2 d h c 21' 210-0 210-0 L At Stile Ends 30• 187.5 210.0 LL / S­ arl Por CaPacily � a 32' 108' e _177.7 1999 L Z 36` Ib1./ 161.6 TI� 181.0 a8' iZ9.7 143.9 -n'$g 2.' _ 2o1.eY_ 210.0 I o 30' 1888 - - [.:c - 32' 120' 8 1572 t76.e g 36• 142,4 1602 E"'.NYAn 4111'10 SNtowcrn8916PD CGI Standard Holp Potter E'MI me m7lylne WlmCln,Flora. a2' -~125.6 111.5 r CAK 153692 .ire pwM l;am Flo2..07 1 ' R ho ianlMe ZD � � B y 0 L11�5 5tiun P aM n (drawing no. I W05-04 Refer in;h0ets 5 &6 of ip for desniPiion of ins101loti0n tYPes h- N-C (shoot of 10 Verticol Mullion Performance Horizontal Mullion Performance For Window Performance, refer to sheets 3 or 4 54" 1"butory Width =-2-1 -1 W, For Window Performance• refer to sheets .5 or 4 WI A2 W2 B: 14 1"FH R---------R 0 lel,uI Or Sell Drilling S-., y B�mo InslalbRon Screws 3• Eil MF Q luj 2.Q3 CMV 0 0;-0 Sealant E (typ) ,Mullipb Ovu,nirul .-Jultiple Opening 4" x 1/8*thk.Nurninum mag2 ormere _ -, ) -- In, h side -.in,d each Side mullion Vo�) Tube screw on en e of mullion 2 or-3 screws Mullion (unclipped at end (Mull length -Wd.Width 1 G I 3i _Standard In to lotion High Load installation dditi-1 holes to be drilled by installer) 0 1"x 4'x 1/8' thk.Aluminum wUWON DHIGN I-D r-CI1Y-PSF [SIGN Wa WICIW MOWON DvSIGN uUb CAPAUTY Psy Tube Mullion (uncfipped at ends). �o INCHIllel TI'm '. CII.. (Mull length = Wdw Height I� MNWN DW. 7,01 SZE cn Swx PACU 510E WINDOV BRIS nCH MR & 150.0 Mob 210.0 14* ime 53-1/6' 26- 21D.0 210. 2iob �7_ --Q W 1041.7 -A -11W 2104 27U- 210.0 - . 03 n 14 x 3/4"FH 26 210A z T,ks Or Sell Drilling ScrCws 4e _F2g-o 21.A 210.0 m* -0��--HS 1761 Voo Z.. 12' nos 210.0 219-0 50�, :2 82A A 53-,/e 176.0 voo 210.0 M 12S 112*5 210b 210.0 r 15.0 5-11K KSA 2:aa_ Dab M - 2- zloo 5e - -1/2- /a- I... Mo 3100 ze 112.5 212.0 2lob �j ",3 Jr 212.0 ,10b 3W .0+0 192.0- -21- 4" 79S �,/a-. . 1.1.1 20" 21MO Go. 92.0 !"A 12. _711 1.-�/a 12" loo 210.0 16' Li 35' 26, 1- 21- 4 2' lm: 21M 12- 3 157.4 -2a C 4 210a 48, 311 52.2 522 W-1/6 1".. 2.2 -a E' 2. 1/2' 3r 1-1/Ir Ions lob 2W 0 1.4 2t" 14" 210b 1 71.1 71.1 zC 2* Ifto 210A ]v 7 17v8 "27 7r 15'.. 2tob 1 .2 542 31' 32' 71J 210.0 05 -le �7 101.4161.1 72* 42.2 -A 3 +2 1 14• 1+2 Q' 121b I.- (kyp) (MV load �2'1!-N -..A I125- 1".5 zl. �IU 7 UIS 16 21 8 SP W� -5 1-0 ".3 1 0 24' Ma 3Iob 12.1 --1232 1715 33. 59.0 119.1 Is'.. gT 1 84' - [ , W -.A5 109.1 -147 i .".4w� jjkuljtj�lt ISI: 42 - 139.7 =,­lying.ith dl9 Florida GA ]Sb RDIIdiuBlalo 7� 111.4 12.1 114.2 Io&4 I'l-, P". rd-ing r... Is . (sheat----I It V, o .s,�� Uo - - !t w o s'_ o>a:s P000 - ' ♦iu b w`5n�.pp o (4!b�m�n t O b a0ww -' y pP oicio+oo pp - - 0 0 0 0 oio bI 'o m b o 0o Ppz 2Zsw �m- _eiV�.,.�p&=Y v 8 °'9 m_ �j8i:,X a•'° �S�_�S'";t:..k4�w;�p �z pm :e ;, Hp HFoN bwillry ;,o.,m�'; b Lip,bi.bio i.u.omn�„p Q$.:_mss T t:o I to rIv m o L O b b b Y.b ! in"�a�if r V b- u�o o epi 6� 1p po a+ b oS'4 P.o Pio 4�'0 i1i1 to o - o N g - c p o -Q b b w pp op p b u�b o p Na bILP+ b o o b b oo o b�-l�.po b o 6 R p 9 ploo'o-! c ? Pp v} p boo p o p oto ip b b- b o ol'po b b o p o t, p o+b o $ m'e nc m J tr e, i p Ip. G ;��'I �u a o o a o of (g s 'nn Yo+ o p o o - p Pm Ye o pclod]o(i 1 - � • �m i„,'�v b b a f' ��a b gm u�>A mii uib a'b b,'b� m>:�nCtp^ -- wiw- _-�w m P4 0 0 V U o b h o a w�o�o io o vCi b b b* p o P o o b ipolo m o o�o n --2 gig iF�' o o:o P o 0 0 0 0 0 o a oo 0 0!o a o Tim:!o'yn [� gyp'N ua 7/4'YAR. 1--- co � -- ail o � i. as ------------- as a ag OCa'X� 5p ELI lr� sIl.-wx. w[5 LFRIES'360'ALUM SINGLE HUNG WOW.(LMLIJ AL-FAROOQ CORPORATION r _ a CGI WINDOWS & DOORS .... I�[ROmFFAsm PRop{ICTgerEsnPME[[T y. !"GIN .87 AVE T ( b.aY1 [:A.[a.t[ mwaa_c 7a1•raC + 70100 N.W. 25TH STREET MIAMI,FLORIDA 351571 C7 [aaa5.n. wa,.ie..[ sace 6144MI,Fl..33172 E IX t�a4)sesarspp FA%.t30sI.._ � C �o� _� TEL(305)583-6590 FAR.(305)593-6552_.JJU._.._ Comp- L_ 05-0aCC1 -- VENFORUANCE VALUES PER FINANCE VALUES OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS LNSIAILITION ANCHORS Il 3L1'BUK DlM ANCROR31510 Ham.91x,3 Mum INTO COV,. 0CN0P9 1.I 7001) 6124003 01Ma 4tIC110n91nN NOIIDI WM[ 4NCMO6Y INT.I.N. Mo."INTO 9000 Z nh3 CLUSTER,OUSTER CLUS1Efl LOUSIER CLUSTPR CIAYfi.R CI.USTI3t CLUSTER MUMR CLUSTER CLUSTER RUSTEB CI135TTR CLUSTER CWSTAR BUSTER CLVSii.R C.USTPA RUSRR CLVS7ER CLUSTERICU'S72R CLUSTER COUS18R 0 n 'MOM H[16NT OF 2 OP 4 OF B nF n OF 2 OF. OF 0 OF B OF 2 FIT 4 nP 6 OF B MOM IIEIw OF 2 OP 4 OF 0 OP 0 IF 2 I OF 4 OF B 01 B 09 R 101 4 OF 0 OP R H x 24• 891 1117 210.0 210.0 140.0 2100 210.0 21MO 120.0 210.0 210.0_ 210.1) 19-1/a' 210.0 210.0 210.0 210.0 _210.0 2100 _2 210.0 210.0 _110.0 Von Q efiE. >0• ]10 155.0 _210.0 210.0 1222 210.0 II0.0 3+0.0 101.] 2D35 210.0 210.0 26-1/2' 26• 210.0 210.0 210.0 210.0 110.0 1210.0 210.0 210.0 210.0 210.0 21QD 210.0 Q] O ]Y ]5.4 1508 210.0 210.0 118.1 210.0 270.0 210.0 RITZ 2025 21&O 210.0 3]' 210A 310.0 ]10.0 210.0 21MO 210.0 210.0 210.0 2160 210.0 21MO 2101) a J 36' 48' 71.3 142.9 2100 210.0 1122 _210,0 1_210.0 _210.0 90.0__ 192.0 2100 210.0 5]-111 210.0 21&0 210.0 210.0 2V1O 210.0 210.0 210.0 1f00 210.0 210.0 210.0 O F +<'• 42' MI 1]8.1 201.2 210.0_ 106.7 210.0 I MOD 210.0 91.4 182.9 210.0 210.0 fe-1/B' 140.1 210A 210.0 210.0 210.0 210.0 210.0 21MO IBa2 210.0 210.D 210-0 �U� 4B' 87.0 134.0 201.0 210.0 104 210.0 210.0 210.0 901) IE0.0_ 210D _21MO 26-1/2' ]0-]/0• 113.9__210.0 1210A _210.0 181.7 210.0 2_10._0 _210.0 151] 210.0 21MO 210.0 0 qq 54' 87.0 114.0 201.0 210.0 10.5.0 210.1) 210.0 ZNTO 904 180.0 2+0.0 210.0 J]' -A l ICDA 210.0 2100 1611 210.0 210D 210.0 141.0 _210.0 210.D _2100 cy O g`m 24' 6L0 13{0 201.0 210.0 103.0. 210.0 2IOX 210D 904 IMO 21MO 210.0 53-1/B' 1045(2MO 210.0 2104 164.] 210.0 210.0 21MO I4&e 210.0 11&0 210.0 C d m ]0' 573 110.] 171.3 210.0 BB.0 , 179.2 210.0 210.0 76-0 _131.6 210.0 21MG 19-1/B' 9&J 19&6 210.0 2100 _124.0 _210.0 210.0 210.0 _132.0 _210.0 2tO.0�210A �r o ' 32" 54.8 109.6 16{.5 210.0 83.9 171.8 210.0 210.0 23.6 147.3 210.0 210.0 26-1/1' -5�• 77.9 1319 110.0 21M 122.1 210.0 210.0 210.0 IW.] 209.4 21QD 21MG 3V W' 51.0 19L1 15].1 204.2 Sao 160.0 210.0 210.0 6&6 1]7.1_ 205.] 210.0 JY _61.9 129_9_ 191.0 _110.0 _1011)_ 20.1.6__210.0 _210.0 __B)S__174_3 2101) 110.0 I I In { 47.1 943 I.L. 1815 -7J.a 111.] _2t0A 2MT0 632 t2&8 189.8 210.0 33-1/6' B&2 IM5 14)0.7 210.0 91.1 180.8 210.0 2100 60.9 161A 210.0 2101) 4 Z ry 4U' 11,) 691 rl]s.0' 10.0 1401) 210. 20TO 604 1120.0 100.0 210.0 19-1/8' 75,5 _151,0 21X0 _310.0 g1l 2101) .0 101.0. 202.9 210.0 2100 250.• 411 ee.e 129.9 173.] 67.9 113.8 203.6 1 210.0 50.2 ' 110.1 170..5 210.0 26-1/2' 38.5 117.1 173.5 21MO16].3 210.0 210. ]a.0 ISI.3110.0 210.024' 3]8 10].2 160.8 210.0 84.0 168.0 2+0.0 210.0 724 141.0 210.0 210.0 ]Y 4&9 918 1..a IBM148.9 210.0 210.0 SJD 125.0 186.9 110.030' 15.1 1 902 ISS.a 1805 T0.7 1413 2+0.0 210.0 604 121.] _ISIS _210.0 53-1/8' 19.9 ]9.7 119.8 159.3125.0 ISM 210.0 53.6 107.1 100.7 210M1722 6]5 135x1025_ 2+0,0 51.9 1151 1716 1210.0 19-1/a' 64.5 1292 19]3 110.0 103.0 210.0 310.0 66-0171.7__210.1) 210.0 3r ]r 39.7 FA 119.1 15M 622 110. 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