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L� MA L BUCK WIDTH SEE TABLE t _ MAX SUQ'MDTH^�...-.� 2r 4^1 4 MAK SUIX YAOTH i` SEE TABLET MAX. I SEETABLEi • tr "`J o.c. rNAX B.SEE MAX. ! D.SEE =+-r MAX QC.ME ' t• O.0 SHEET I --ry' SHEET SHE 3 � ASEEF ''; 1rr.A-X t C•SES, p U` t2-MAX. SHEET 3 I 1 SfEE 4 B 3TMr LAXO.0 O) ./ MAX SUCK �- r UAX ,_j i MAX BUCK HEIGHT SEE t MAX BIXX O.C. ' HEIGHT SEE TABLE HEIGHT SEE IX 4 TABLET X Q IT MAx.o.Q O; i TABLE 13.T7r MAX O.Qj X. -�--- - 1S MAX O.C. ,f C . t t ( A T?Tr OG., 6•sR'MAX e •NO AHCNORS AT s¢a. B I.n AHcHaPs Arsu ! D - rN:AX (-- ELEVATION FOR TYP.FLANGE FRAME. ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME NATION FOR TYP.EQUAL LEG FRAME. EQUAL-L7TE CONFIGURATION EQUAL-LITE CONFIGURATIONPROVIEW/ORIEL CONFIGURATION isIMBAR ANCHOR MENSlacs MR OTHERCONRGURwTwrx� {COTTAGE SIMILAR} TABLE 1: G_ ERAL NOTES:SERIES 6400 NON4MPACT RESISTANT.. Window Suck Sim ReInt, Design Proomm Certification -VINYL SINGLE HUNG WINDOW Width Height CwftigMratiafr Level (+)Pef H Pd iCAR)Number 1)THIs I RODUCF HAS BEEN DESIGNED 4 TESTED TO COMPLY Wm THE 40• 67 EquWkta R4 50.0 70.0 190-1022 REGU E 36-OF THE FLORIDA BUU)NG COD 62, EgUeWite SHAPES MAY BE USED BY IHALOCK AID OBTAINING 21 AINSLL SUCKSXWOW LESS THAN BUCKS RE OPTIONALARE TO BIT IS INSTERED ALLED D 3S• 6z' Std.ProYraw R4 $0.0 50.0 190-1027 DESIGN E INPRESS RES FOR TO TFaNS.t%OD SUBUCKSAREDDAS2ALIF-.4 ISIOCK O ED DIRECTLY THATBBLOCK PRESSURES FOR TO TE WCCOBUo60EHCTEA A52X ARE t-T?TtOOCORGtL�a TEA w fi7-'AH6• Custom Sash THAT f7L0o(SRE FROM 1XAND SUCKS(WEN USED)SMALL BE DESR3NED TO PROPERLY TRANSFII2 52-i18- 84' Egakne THE TABLE ON THIS SHEET. LOADS THE STRUCTURE Y/OOD BUCK OESIGN AND N.STALLATKN IS THfE RES OF THE ENGINEER(EOR)ORARCtTECT OF REOOM.(AOR}. 52.118• 84• Std.PmYlew R1 50.0 50.0 190-1021 3)AN ENBECUENTTO BASE MATERALSHA4LBE BEYOND WALL DRESSNG 52-t18" 91.73115' CustomSNfsh OR .USE ANCHORS�SU'flCENTEUSEDMENT.IFSTALRATICN 52-lt8' 84- EgAat ke AN SHOULD_SEALED.OVERALL 5EAUNGIFLAS7IB.IGSTRATEGY FOR WATER BrANCEOF NsrA L,TwNgAL BE DONE BYOTHRSAND s sz-vfi" 94 Std.ProveY. R2 65.0 70.0 190 toes eET THtESCOPE�THESE IN5tAt7eT 52-1J8" 91-137t6" CttStum Sash 4)MAX 7PSH0.tS ARE REQUIRED AT EACH ANCHOR LOCATION WPEAE THE 15 NOT FLUSH TO THE SUBSTRATE USE SNUB CAPABLE OF TRANS NG APPLIED LOADS,WOOD BACKS,BY OTHERS,MUST BE ' SU ENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ....-_ ..-, .... / E)THE ORAGE METHODS SHgAN HAVE BEEN DESIGNED TO RESLSTTHE VINYL SH WINDOW FPA(NON-IMPACT) a 121113114 - - . HYITOL CQRRESPONDNG To THE REOUTAF.O DESIGN PRESSURE THE y GENERAL 33-I STRESS INCREASE HAS HOT BEEN USED LATHE DESIGN OF THIS ERAL NOTES ELEVATIONS E= JROSOLNSK! PRODU .THE 14 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF "1� ON=NOOO.ANCHORS THAT COME INTO CONTACT WITH OTHER 0 MATERIALS SHALL MEET THE REOUREkOf 54F THE FLORIDA CER'T.OF AUTH,Irlyl2ad BU GCODE FOR CORROSION RESSTANCE. 1070 TECHNOLOGY DRIVE N.VENICE.FL 34275 (941)480.1600 d SH•5400 M NTS 1 OF4 a` FPA-5400.0 � wrft A.L RE TABLE 2:ANOg4S INSTALLED THROUGH FRWE. .., TABLE 3'ANCNOR 2WAUSO r U*-GH INTEGRAL FIN Anctiw sub,*.* MR.alga u1n. AnchW SRbltrAre MILL Edge MtrL obunce er'badment DtCaaee $Itr@rtPet n M P.Y.SoutbeM Pme MG-0? ) ns' I-Virz-trx Y.131*CanIlIon NO {a t-S.S. Steal A30 318" DASD' �,DIP M 511.0 P.T.SWUM.Pen(SG=,55J 9)16' 2.7ItC d10 S.S.) Steel Spry-A=Gr.33 3'ff OA3rC G20 Ga.) 2-mr x.73r Reg.ahvllt Naa P.T.Smsnam Pine(STD=,55) SIt6• 2-7)1E _CP of Ste AlIm mum•6047-75 31B' 0.0713'14 Cst 2-IrZ x.TaS P.Xx& Rai P.T.Save Pm{Sh.55) ails, 2.754r #12 SMS P.T.60aftM Pine(SG-O.SS) B'TC i•3!S P.T.Southern Pen 314' 11vw {s OS.S.S. SUW SWyAM Gr,33 3Rr D.0348-(2D Ga.) Weef.SS SS.S. Aced Sm,SDr.33 3B' O.Drfa'Da Ga.} r 410 SS.) SkN SL4 Dr.3:i 3H8' 40346'RO Ga) A.1hom Fine 31i 0.0713.1a Ga.7 Hx 4105.5.) 3�18-Uttaygn P.T.S�Itlem Poe iStv0.6+� 7t10- t.'iB' utxt.A36 3!a' o.OSD- ! ) C01Her�(Waal 2B5 I07) 1' 13v WIDOW WU PESAS SH CNVN BELOW 0R LIP OI 584 Led CMU,(ASTM G80 2-Vr bVC ANDiIOR NOTES• TII, SUALAR,MAY BE USED BY INSCRIBING THE P.T.SDHIarAh Pole(SG-0 t• 13T8• GE•TTta OR SHAPE N A BLOCK AND OBTAINING DESIGN t)VNGROUfEO CMt!-VAWEB MAY DG.Y•MHPRESSURES AND ANCHORAGE FOR THAT BLOCK Cexre�(mNr 2ffi es1) Y 13t4 SQE FROM THE TABLEONSt£ET L (3E tfSFb FOR CiiOtTED CARD SXKONEuravuua Cmu,(ASTM GBO) 2-ilr t-i!4' APPLICAIHQW. I COIUtbl 285iW 2-SfI 1.Yd' uY hoM,MASS VOOTH-•= F.-- -+, WIDTH P.T.SNwasnn lna(SOW.55) r 7.379' 2)PANHEAD.F[nTHEADOR EXTEr NOR fay �!TE f(41. CMM to(m'vt Gas Xa) r 1,V,4r' HtF_T/fEJ,O ARE ACCEPTABLES.S-) U CUU,0ISTMC-00 2-tlr 1-t/d' 3)ANCHOR LENGTH TO BE SO THAT CN=atn 3a57w 2-ur taro• AWN.OF3THsREADSotTSHv a L 4A97.-Gaswecm FiB '.3zM}w I-ur tarn BEYOND THE MErN.SUSSTRATE as P.T.South"Pia(So-ow1- 13lS TYIP.GLAZING DETAIL W 1 p88ss,) u uu C TMC.go Z 1-1ts P.HAaTIoo APO.Lov 314'wM. WHOM. T/r NOS. i I I i ANNEALED OR 3116'ANNEALED OR MPERED GLASS T8771PERED GLASSY 5116'fUA PUS-_.__TL- )I 511E AlA PVB--� lir AIR SPACE 318'A1R SPACE- ` 7/16"AIR SPACE- it , t 3!8•AIR SPACE' •-{ t18'ANNEALED OR 3lte-ANNEALED DR \ L t/8•ANNEALED OR \ iii 3146•AFBJEALED OR_ TEMPERED GLASS TEMPERED GLASS b TEMPERED CLASS�1j )H TEMPERED GLASS •, i - OURASEAL. DURASEN., b DURASEAL. k ( OURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER CI �' I SUPERSPACER OR CARDINAL GE- OR CARDINAL OR CARDINAL . { OR CARDINAL--i� XL EDGE XL EDGE XL EDGE I L• -' XL EDGE L GL AZINGTYPES TABLEA:REINFORCEMENTTYPES Reiniortemettt -. Upper Ube Lowerl)te REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENTTYPEC - Lew( SOit00T Top(btf lBOYSOm Side VINYL SH WINDOW FPA(WOW-IMPACT) 12tt3+14' .. - RaN Reif Rabe - RS 9 A A A c'GLASSIANCHOROPTIONS e. JROSOWSKI •. b. ('i5 ;::.. R2 C A A A _ - R2T R4 B A A N/A t�RT.oFAttTL szaass `d 1070 TECHNOLOGY DRIVE . . . N.VENICE,FL 34275 -. PYBI YER MAnvFACMMBYM9ONTM-WekkUPARAYAH. MC�NQ7 (941}480-1600 SH-5400 NTS 20F4 t FPA-5400,0 kk4j A.LYNN UXLER PE.