|
<br /> ~V}(I II"!:. WrI.H,/J 1"1\1f1IIlI') XO OR OX SIZES
<br /> OPTIONAL
<br /> IG illIG' M,4X, TYP. WJNDOW DIMS A DSn-ANNGL^SS
<br /> AT HrAD/SILI. 4" MAX,
<br /> sn: COLUIiN 'A' FOR HeAO/SII.I. WIDTH HEIGHT nXT. (+) INT. (-)
<br /> . ~O. or ANCHORS A . 24" 4 50,0 67.0
<br /> AT !itAD OR SIl.L 36" 4 50.0 67.0
<br /> 48" 241' 6 50.0 67.0
<br /> . 60" 6 50.0 67,0
<br /> II :0
<br /> II 7211 6 50.0 54.2
<br /> " 11
<br /> _ __ _\1 ___ .11____ 4 50.0 67.0
<br /> ~ -"'--1'1'---~1'---- Z4"
<br /> si " /, "
<br /> , ~ .//. ~d 361. 4 50.0 64.9
<br /> ..a. 361'
<br /> ---. ?f.~ ---- ~o 4811 a 50.0 54,3
<br /> ~~ :;5 ---- ~ .--- ]~ ,.,~ 60" 6 49.S 48.S
<br /> ; . ~ "I' 0 72.lJ
<br /> ;> OSB-ANH. 6 42.9 42.9
<br /> ==== cu.ss :: --- ~O
<br /> .-- --- 24u 4 50.0 67.0
<br /> II H
<br /> 1/ .~ ~ 3611 4 5l>,O 50.7
<br /> I II 46" 4611
<br /> 6 36.5 , 36.B
<br /> 60" 6 36.1 36.1
<br /> 33 5/16- 33 1/4' ~a 37" 4 50.0 ,61.0
<br /> D.l. OPG, D,l. OPO. ~! 53-1/8" 26" 6 50.0 67.0
<br />I 30 '/.- .74" a 50.0 50.1
<br />, tli WIOTH ~~ 37" 4 50,0 58.S
<br />[ n" 53.1 W' 36.318" a 50.0 50.1
<br /> WINDOW WlOTH !< 14\' a 39.6 . 39.6
<br /> 3711 4 46.0 46.0
<br /> iTP1CAL ElE.YATION 53-1 is" 60.5/8" 6 36.1 36.1
<br /> TESTED UNIT 1\"":= NO. OF ANCHORS PER HEAD & SILL'
<br /> SSRIl;S-8S00 ALUM. HORI.Z. SLIDING WINOOW
<br /> ~ .. ,CO~PARATIVa A~ALYS1S Cf1ARr
<br /> ...) .I; 1>- It BASED ON FTL -1130 OF 01-21.95
<br /> IfJ fh 1{J 'f~ TEST SIZE ~ 72.1' X 48" (OX)
<br /> ';,1' ..., DESIGN LOADS::; +50..0. -43.3 PSF
<br /> ~ ~ WATER INFIl. TRATION reST.: 7.S PSP
<br /> !eST~D GLASS :2 Dsa ANNI:Ali:O
<br />
<br />
<br />NOTES;
<br />I. TK13 PROOUCi IS OESlllNED A3 PER Tl1~ SOlJTH F1.0RlDA aV1UlillO cooe:
<br />1994, (OmO!f E'OR I.UUlI-tlAOE COUNIY Olt zoot nOlllO" atJlLDINO CODE.
<br />IoUiO Foa \lj\Nf.) .LOnlS ^" PeR. ASCii: 1 USINO COAAtSPONillHO LO,lJ)'.
<br />eo wooo aUCKS f!f O1liEA9. Must BE mcHOAtD P/lOPEAI.Y TO 'l"T'MSfER
<br />LOAOS TO THe: smUCTIJRt. . . . ,
<br />3. mCHORS S~LL Bit AS USTEO. SPACe:O AS SHOWN ON Of;1'All.S.
<br />ANCt-lOR EMeC:O!d(NT TO eASe MAltA!"\. SHA1.l. sa GEVONO WALl.
<br />DRESSING OR STUCCO.
<br />
<br />
<br />m. .
<br />
<br />~
<br />
<br />APPR~.D CONFIGI.!R~Tl0NS
<br />ClASS WIDTHS TO 8E eaUAI. ON MOVING 6~D f'IX TES
<br />WOOD "BUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN
<br />lOADS IMPOSED BY GlAZING SYSTEM AND TfWlSFER.
<br />THEM TO mE 8UILOlNG STRUCTURE.
<br />
<br />rrtll PART , QUANtm' DeSCltlP110H UAUl\tAt. WJlF,ISUPPU'E1VRE~S
<br />1 1...7:53 I fRAHl!: H!AD &06:l.T5
<br /> t rRAHf: SILL 6063-T5 . ..
<br />a 1."761
<br />3 1.-760 !.- FRAH' JAMI 6063.T5
<br />4 !."1~. 1 FIXtD RAn. 60&3-15
<br />5 Loon;! I VWT l'4EtnNG RAllo 60n-T6
<br />G 1.-7S1 eI VENT TO? AND >>OTTO~ R~ll. 60G3-T!
<br />7 1.-7:15 I . JAHD STll.t 60~3"T6
<br />9 1."167 AS REao. lltAtlNG BEAD . ALlR-I1H\JH ROl.l. rOR/04ElJ
<br />9 FS..oQ& AS RtOD. fRAME/VENT ASSEHSI. '( SCl\t\/$ . . 0 1< 3/4' P.H. PHll.l.tl'S
<br />10 2 f1j(. RAIL sll.L SCRE\lf . a x a' P.H. PHILLIP!
<br />II (,,-770 AS' RtOIl. vtHT JMUI RAIl. 'J'.\TRlPPING VINYl. 1/-4' IlrA. ~\Jl.9
<br />la PV~-~3 . AS IltOtl. TIM seAL ....CATHERSTllll'l'INO .t97' l( .210' aaeo.sool..n
<br />13 PV$'O~ At REOD. FIN $tAL \/(ATIlCIUTR1PPJUG .t97' x .35Q' C1e3'--6001.7)
<br />. I' PV~..DQ4 AS REOD. FIN srAI. ....EATHERSTRlI'PlNq .. ,lIW J( .310' <1930.6001..1:))
<br />15
<br />'\6 PlASTIO AT a-lIa' FRoa tuns II HIIlSP""
<br />17 L-72a 51 VOlT VOiT fAct GUIDf:
<br />IIf . 1."'76:1 a , VEHT ROl.I.E:R HOllSltlG PlASTlO A't EACH tND
<br />19 1.-164 . a. VENT ROI.W/\Il{tEI. ERAS!
<br />2IJ L~7U I SIll.. TRIIClC INStAT 6~3-'T5
<br />21 L-741 '2/ vtNr W:W LATCH 6063..1& ^f 6' FROM EHDt
<br /> . i! voo LATCH SPRI/lG .. .
<br />ee 1..7sa3
<br />
<br />TVPIChL ANCHORS
<br />
<br />
<br />t.'ol, " .
<br />~>...: ".' ~ .: '
<br />
<br />:.''', ..., . . . .
<br />
<br />~.:::' ~.~. .:.
<br />
<br />.. '.1' .......1::.
<br />I" .,:.:: ",1
<br />
<br />,-
<br />
<br />TYPICAL' ANCHORSJ SEE.. El~:;CHART' rOR SPACING
<br />
<br />3/16" TAPCONS
<br />~o 2BY WOOD BUCXS OR WOOD SiRUCTURE
<br />. 1" MIN. PENETRATION INTO .WOOO
<br />THRU lBV WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASO~RY
<br />1-1/4" MIN. EMBEO I/fiO MASONRY . .
<br />
<br />~EALANTS..i
<br />EACH VENT CORNER SEALED WITH WHITE COLORED Se:AIANT.
<br />
<br />~ "WEEPHOL:ESl
<br />WI M (l..1/a" X 1/4-" DRAIN HOLE) AT 1-3/4" FROM EA~vi~f
<br />W2 ::I (1" X J/I all WEEP HOLE) AT 2" FROM EACH END O.
<br />
<br />0'
<br />
<br />..... .
<br />
<br />@
<br />
<br />T'l'PICAI. ANCHORS
<br />
<br />
<br />
<br />.'
<br />
<br />1/4' SHIH
<br />HA~.
<br />
<br />..
<br />
<br />
<br />,t. :., ,.I
<br />'1.~1 . at "
<br />t,,". I rI,'
<br />t "",'..: '". .
<br />.'. .
<br />~ {j;f.rt./ I." ~,f~
<br />, u'I:/I'~':: ,:::. ___',
<br />
<br />.I>.. -
<br />
<br />
<br />
<br />
<br />---;-r
<br />.696
<br />I
<br />
<br />
<br />. ~m ~OI'/aOTTOM CORNEll$
<br />
<br />" '.. rl..a4,
<br />
<br />I
<br />
<br />.l
<br />I I
<br />I
<br />2.00\1 I
<br />
<br />
<br />1.937
<br />
<br />'-I.'
<br />~ .749 L
<br />
<br />mAM~ IQP CORNER
<br />
<br />FRAME JAMB
<br />
<br />FRAMe HEAD
<br />
<br />:>
<br />.~
<br />3
<br />~
<br />13
<br />Cd
<br /><:)
<br />~
<br />r'1
<br /><:)
<br />iI'I
<br />~
<br /><:)
<br />
<br />t
<br />~
<br />~
<br />
<br />;
<br />~
<br />~
<br />(I),
<br />~
<br />~
<br />8
<br />N
<br />a
<br />~
<br />~
<br />z
<br />
<br />.... ,ala -
<br />I i
<br />
<br />L-y-r
<br />"r-- 1.000
<br />..:.-l
<br />~L
<br />TYP,
<br />
<br />~U1
<br />too!::
<br />3rq
<br />;~
<br />
<br />
<br />ROll. f'ORMEO ALUM'
<br />a.wlNo BOO
<br />
<br />ffiAMe: 51!.!.
<br />
<br />
<br />vENr ToP/sonOM RAIl.
<br />
<br />FIXED mG. RAil CORt;ER
<br />
<br />~l
<br />I ~~--r
<br />I.o'ss ~ .993
<br />L ~.
<br />
<br />pL~zrt-lG DETAIL
<br />
<br />
<br />SI!.1.. TRACK
<br />
<br />rI.6:lS--- ,
<br />-1 .761 r' ,; \
<br />
<br />[Pf-:l .
<br />.,-
<br />I --r.
<br />.92J ,719
<br />L_. I
<br />.OGaJL J
<br />. -[./.Q94 .
<br />FIXED MTG, RAIL
<br />
<br />MEETING RAIl.
<br />
<br />
<br />,
<br />
<br />.~...
<br />
<br />.!
<br />
<br />FR~yg BonoM C9RNEB
<br />
<br />
<br />-"
<br />
<br />
<br />CLI!AA AOmSIVf:
<br />BtOOINiS ~OHpClUNO
<br />3/U,"-ANH.
<br />GLA$$
<br />
<br />
<br />3/16" ANNeAleD GLASS
<br />FLANG!! FRAME
<br />1x OR 2)( WOOD BUCK
<br />HEAW DUTY RAIL
<br />m1YMlT .
<br />peR MANca SUMMA8X
<br />.. ReFEIUNCE, flfL,,1B90 12.a.n
<br />, lC 1M,. TEST SIUI 53-tier x 14..114"
<br />W OD 61J(1{ UST LOADS. .9~.5. ,,91..5 PSF
<br />UIo"I1AX DESIGN LOADSt ..63.0. .63.0 PSP
<br />SHIH' WAnR INPILTRA'i'IOIHESTI 9,5 PSI' ,
<br />Tl'S'fEO at-ASS, ~lW..j\NN!ALeO
<br />/iA:<. JAHa SCREW SPACINctl 15.3/4'. & 17..3/""
<br />. NON.IMPAot RESISTANT
<br />
<br />II 10 S.H.S .
<br />la" MI~. WOOD EliSE!)
<br />~ 5 112" FACH CORNEAS
<br />~ ~ MIOPl?INT
<br />
<br />"
<br />
<br />
<br />I-
<br />G
<br />f
<br />~
<br />o
<br />o
<br />~
<br />l
<br />
<br />" "".~
<br />i
<br />
<br />PLAN VIEW
<br />.-
<br />
<br />.'
<br />
<br />@
<br />
<br />I' '0 S,Ii.!!,
<br />,~" HI~, ~~()Ol) t:Maso
<br />{,illS.lIi" FROH CORN!I\S
<br />& (jl HIOPOIHT
<br />
<br />2 Ie I?,f.l
<br />WOOD BVCt<
<br />
<br />HEADER & .SILL SEOTlq.t:! .
<br />
<br />ALT. SILL SEOTION
<br />--~-_...
<br />
<br />NOTESI
<br />1 YHIS.WINOOW SVSTEH IS OUIQNtO ANO TUTeC TO (OhIlL V wrtH THE
<br />At;QlJUUMtNTS 01' T!ill: 1n4 DADE COUNTY eOITION 01' Till: SOUTH
<br />FLO~IO^ 8UI~OINa COOE IS.JI.e.e.1 CHAPTt:R 4. CHAPTER 2J. CHAPT€R U.
<br />UNOER THIt SPlttlfllC CONDITIONS SHOWN ON THtS OR,o\WlNG.
<br />2. Z lC WOOO OUCKS SHALL Bt INn ALL60 (>>OT'8Y LAWSON l!ill.) AND ANCHQRCO
<br />SO THAT THS BUllOINQ hESIS1S TI-1I SUPiRJ/'I4l0Sf.Q LO"DS Itf ACCORDANCE
<br />WITH REQUlREMENU OP ,nto s.p.e.c. .
<br />:. ANtHtm OdCRlfH:O IN nn LA'fOUl' ARE AS PER Tn1 Ill/IT. OtHER
<br />CONotTIO~S TO 81 EHOINUR€O se;PARA TEt.'f.
<br />I. ANCf101l CONlIITIONS NoT ctstMH!O 1/4 THlS DlVoWJNlJ ARE 10 BE l';NCi1NUAEO
<br />ON A SITlE SPECIfIC BASIS,
<br />
<br />~...._,__t
<br />
<br />CI
<br />
<br />It " S,H.S.
<br />\Y....I1lN. wooo tMlIED
<br />AS SHOWN ON ELlV"TIO~
<br />15!t1 SCHEOUI,.! anow 'OR
<br />N\JHB!A 0' ANCHORst
<br />CLtAA AOHE.Stv!
<br />EDCING COMPOUN
<br />EHllEO.
<br />IT'J'P.I
<br />1.t25"
<br />
<br />4
<br />
<br />, " to S.t1.S,
<br />m" Hll-l, wooo tHBtD
<br />~ ,... FAOM CORNERS
<br />t. @l H19POINT
<br />
<br />%IC II' T.I
<br />\oI0008U(1{
<br />
<br />'11'" H,\X.
<br />Skti
<br />
<br />1
<br />CLliAR AOH!SIVIl
<br />BEOOING COM?IlWl1a It IP T.)
<br />WOOD SUCK
<br />
<br />PLAN VIEW
<br />
<br />I
<br />
<br />):
<br />
<br />
<br />oS
<br />
<br />.
<br />
<br />'@
<br />
<br />. .
<br />
<br />.
<br />
<br />
<br />.4 .
<br />
<br />. '.
<br />
<br />.
<br />" .'
<br />4
<br />. ..
<br />1';718" MIH.
<br />
<br />, tO~~P.IST.
<br />3/16"11 TAPCONS
<br />If) '''PAON CQl\NERS
<br />
<br />.
<br />
<br />II 10 1H.S.
<br />'Y," HlN. weoo EHBn
<br />{,ill ,. fROM CO~NE~9
<br />21(IP,f,1
<br />waoo eue
<br />
<br />HEADEf\ & SILL seOTION
<br />~OT~SJ .
<br />I. THIS WlI-IOO\.,I SYSTet11S O!SIQNfO AND T(sn:o TO COHPLV WITH TH! ALT. HEADER & SIL:.l.. SEOTION
<br />MQUlIH:I1ENTS OP tHe: 1994 DACE COUNTY ,EOltION Oil 1HI SOUTH. .-- -- .
<br />PL01\IQA BUllDINO COOElISJ',e,u CI....PTltR lo. CHAPTeR n. CHAPTtA 35.
<br />UNOER THr SPECIPI( l:ONOlrIONS 'SHOWN ON THlS ORAWmo.
<br />2, 11( OR 2 lC wooo aUCl<S SHALL lJC INSf Auto (NOr aVl.AWSOH IND.) AND
<br />ANCHORED SO THAt TKB BlJIl.OlNG RESISTS TH! SVPIt~MPOSEO LOAOS IN
<br />ACC~OANcr WITH REQUIREMENTS O~ '994 S.P.B.C.
<br />3. AN(HOR OUCAIBED IN THIS lAYOUT Mil "5 PER TEST UNlt.OTHf.:R
<br />CONOlTlO~S TO ell ENQINEEIUO SEPARATE!. V.
<br />4, ANCliQIHONOITJONS NOT OESC~leeo IN THIS OAAWlNI1 ARC TO OIEN13fNtE:AlQ 1/0.114 PAIltN1HUIS IHOll;A'U II~QlI
<br />.Ol'f A SITI SPECifiC IMSI9. . ANCHeRS pa. JAKlI
<br />
<br />2 lC tl'>;r.1 WOOD aUCl<
<br />. NOT BY LAWSOtf INO.
<br />MUST SUSYAll41l1POSEO
<br />I.0AOS
<br />
<br />It 10 S.H.S.
<br />1~" MIN. WOOD EMBED
<br />SEE 5CHEOUU BEt.OW
<br />FOR ANCHOR SPACIllCl
<br />ITYP.I
<br />
<br />3/16" ANNEALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANCe SUMMARY
<br />
<br />RE:FEIUNct, PTL.1891 12.\1.97
<br />fUT SIZ!:I"_ 51...1/e" l< 75-111"
<br />TEST LOADSt ~94,5. -94,S PSP
<br />OESIGN LOADSt ..6'.M. .63,0 PSI'
<br />WATEA INFILTRATION TIl$T1 9.5 PSI'
<br />TESTED aLASS. 3Jl&-.ANN(.AlEQ
<br />MAX. JAMB StAEW SPACING_ 15-3/4" & ,a..3/1,'~
<br />
<br />@
<br />
<br />NON:!MPAOT RESISTANT'
<br />
<br />WINOOW
<br />WroTH.
<br />
<br />3/16'.ANNeAlEO G~SS.HO RAIL
<br />WlNOOW oOMPARAnVII ,
<br />ANALYSIS OHARi
<br />DESIGN LOAD
<br />'OM'ACIlY. PSI'
<br />POSITIVI N((l" fIVE
<br />6),' 51'"
<br />t' "....'._4. .t ..
<br />63,) nM
<br />. &is ."fi'i1:~" u
<br />6).] in.".
<br />It."1 fJ.J 'zu
<br />as. ,ii' .MIO ... f'J.J 'iri:': .
<br />fUHi'f'lf tst "~'6Ij:i" ;~i" . .
<br />. .., 6, " ~ " U'i"" I
<br />1l.IIO AU \~..
<br />n.,,. .' UJ, ))6.1
<br />tc:'"it ~g.SJa '.. ,i:iM\H i ~"ici.-..
<br />H"';rH ". .. ,.,:; t .' .. 1)~O . .-
<br />. ,t. ....U...H..... , .. CHU'"
<br />u.va au 11.1
<br />\f.tll 6J,) ao",
<br />~... . " H."....... , ..,.
<br />21.1" " UJ 'Il,Co
<br />'i, · (6t . ,".1 " ',ji.1
<br />. II"" U",I,U'lll . . , ,..
<br />U-111 n.J . 'lU
<br />IMII "', ZU,l
<br />u, Hf., .,...... . t
<br />24-1'2 un,' 1"-.2
<br />t Ii f ". ., .6'':i.' " ."";"~:;
<br />hu...1I . "
<br />53.11. n a 1lt
<br />.'.V/I au IOU
<br />21:',ii 14.1/4 . 6;J ..to '''',i1.,' .
<br />iT Ill" ;i.i u,S
<br />',i:". ,r;:'I'.~ ,t~
<br />1ItJ.IN PAlltNTHU4S IIIIHCAUS /l0.1l'
<br />ANCHORS p~ Witt
<br />
<br />
<br />
<br /> ///.
<br /> .~ f ~ /
<br />II ...
<br /> o.
<br />/ ' .au" ;~
<br /> ~f?/ ~
<br /> ~Sl
<br /> ~M
<br /> ~ ~~
<br /> ~~
<br /> ELEVATION
<br /> FIN fRAMe
<br /> SINGLE HUNG WINOOW
<br />
<br />
<br />
<br />
<br />" .
<br />
<br />
<br />.'
<br />, lC IP.T.. weOD BUCK APPRovroA$C:OMPLYiNG~fH .
<br />NO'T O\' LAWSON mD SOllT R,ORlOA SUllO/NO CODl!
<br />HUST SiJstAIN IHPOstq,ATS (It "'^Q\
<br />LOA!>S " '-Y
<br />V/I".ANN. . BY~_~
<br />GLASS' , ~ . reo OI.O/VTSI H
<br />,/10" !HIM 4 eutbtl1l1COOECOMPUANC
<br />HA ACCEflTAHCeN t~ I 6 .
<br />.. ~ .,
<br />311ft" ~ T^PCO~
<br />(st(SCHEOVlt
<br />. BEI.OW f~R NUH~ER
<br />o~ "tiCH Alii
<br />
<br />'1,.,.~OQW.
<br />10TI1
<br /> "'''HAX '."4"
<br /> tl''l'P,1 ttYP.1
<br />~
<br />/ '
<br />////
<br />/ /.~ /
<br /> l-
<br />/ ' .8 $" ;~
<br />~f?/
<br /> ~~
<br /> 51'"
<br />if r~
<br /> ~2
<br /> '"
<br /> U 4"
<br />ELEVATION ITYP.I
<br /> ~. HAX.
<br />FLANGE fRAME (1''iI'.1 I.
<br />SINGLe HUNG WINDOW
<br />
<br />
<br />@)
<br />
<br />'II
<br />
<br />
<br />4 .
<br />
<br />
<br /> .
<br /> :lJ1B.ANNe~EO GlASa.HI) RM.
<br /> WiNDOW COMPARAllVE
<br /> . ANAl.VSIS CHART
<br /> WI~OOW DESIGN LOAD OAPACnv. PSI'
<br /> O.",EIlSIONS WOOO SCI\IM'tI (2Jc ~OC &~ TAPCoNS (fl( WOOD suet<) TN'CON9 (II( WOOO SUCIQ
<br /> ~~m ~~e:'J I~m~: pOSitIVI liCOMIYC OT.,.. 0' POSITlV! NEQ" Tlvl I ~l1;J; Pll$I1'IVr f/C9A,.,VE
<br /> ".fll 11).;1 U't.'l' It.' 'U.Io n,J ZLa.6
<br /> ,.............. ,',,1 . . I.......'.., ....... III e'3. j . ,n., .
<br /> 44'''' llU f)t 111 10'.' 'S)
<br /> . ... n III .",..11"" ... U. It" . . ... . .. "'4' I"',IU" It .......... .
<br /> '7.. n.) . 114,' IU ,1,,1 IU IH.I.
<br /> . 6).; ',,,,, t.' . If"" ..... ... '1,) ,
<br /> !o)-IIO SU U.o eu
<br /> ,'.111 U:II 14U OJ 1SU fJ,J nu
<br /> '1"...tI.. .. ,. ... lu' Itt II . . I.... If .u.t' t. UIIU'U'
<br /> as-III n.) 11'" 151 IJ.1 m.T 111 6U I".'
<br /> 'n JS. '" m 141". ,..." It ~. . I . ,j,j' . . 'ii:i tilt.h"4" .
<br />. 6U 12... . 6J.J "'.11
<br /> uu,. ... n:, . ........ ... t').s 5.:" I' aU .. .
<br /> n.11I av.., 11.2
<br /> 1'.111 au I.... IU UU us . Ila.~
<br /> ,,'4.1"". .,....,... ... UI&4...,. 6J,J .. ~.... I.... ",
<br /> U.l/i au I1U III su nJ 1.1.1 "49
<br /> nul. . 1f..,1 tU . .. - . n.t' . It ...."......,... .l'...... ... . ei..
<br /> )f In n.J '''' n.1
<br /> .. "t .. .nh..... " t 'H' .. . .. "' 1'_""'" ...UHI .
<br /> 51.". U,) 61.0 .. . 6).] n.J
<br /> 19.111 ".1 aOL.9 .U \H,' n.1 nu
<br /> "'01" . ut,.u..n' ,... II .'ttn...... "''''''''_''04' , , ,...u.u. .. "'.0
<br /> 24."2 U.I . 'H.' 1&1 I),) 91.. let 63.J
<br /> IU" .. U 161 ..... U. ".. h II~' . ... . 5'" tH..'....... .. 1';:4 .
<br /> 2'.u n.J 101.0 n.s 53.J
<br /> . .1 . . .........., . , ..u..,. I.... Ii..&.
<br /> SJ-,It 62.1 lU JU U.:t ",J
<br /> U.II!. n.' aU.s u.) " ,~],!:~ U.1 ,,8.11
<br /> .. . . 's:i.a. . ........... . . .
<br /> u.t/Z n.1 .111 IU tOo,S Itl 51"' U9.0
<br /> .,11" 6J 1'1 . "''''f' t """H~' .. ,ut It
<br /> :n n.J 'OS.1 us 11.9 n.!1 n.'
<br /> " . . . . 11",",_" 6).3
<br /> !:i-"I 6U n.1 :l'.S so.t 6'.c.
<br /> ,.."1. IU ItU n.J \I'.CI au ISL1
<br /> , .. , .. a,:, .. n.)
<br /> ~6"IZ 11:1 no.' 111 n,' 191 'OM
<br /> "fL-II&. I'll uu. .. us ;1.1."
<br /> n .n 1M ,u ":0
<br /> , u.,,; . . . . it.. . i,',i
<br /> su su - ". .
<br />
<br />I'
<br />
<br />70JO H~W. 37lh CT.
<br />~, .. AiiATS O'N MtA-'1f. (LOAm 33141
<br />,; . Y Y (305) 696..8660
<br />',I ~OUS'RtIS,IHC
<br />IAAMJrACltJR[R5 or WINDOWS' OOOhS
<br />
<br />:"
<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />RouQh openings o.re 114' sf"lo.ller on eo.ch side o.ncl 114' sf"Io.ller on the
<br />heo.~er tho.n sto.ndo.rd Therf"lo.- Tru rough openIng dlf"lenslons,
<br />
<br />Use only Q Mo.xlf"luf'1 of 114' thick shiMS,
<br />
<br />Predrill the jo.f"Ibs o.nd heo.ders using 118' drill bit. Pre drilling
<br />increo.ses structuro.l perforf'1o.nce,
<br />
<br />Use only 2-112' wood screws (#8 o.nd #10) when securing the pre
<br />hung rro.f"Ie to the rough opening buck, Drywo.ll screws1 deck screws1
<br />o.ncl no.ils o.re Insufficient o.nchorsJ o.nd should not be substltutecl for
<br />wood screws,
<br />
<br />Be certo.ln of the nUMber o.ncl plo.cef"lent of o.ll screws securing the fro.Me
<br />to the rough opening buck. Consult the o.rchitect or engineer of record
<br />concerning t'o.stenlng the buck to the rest of the building structure.
<br />
<br />CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT
<br />OPENING SIDES AND HEADER.
<br />
<br />** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAMEl. 1 x P.T. BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS,
<br />
<br />
<br />
<br />
<br />,
<br />
<br />,
<br />
<br />
<br />, 6
<br />
<br />6' 6'
<br />
<br />
<br />SPACE
<br />EVENL Y
<br />
<br />-I
<br />
<br />6'
<br />
<br />1- J. 6'
<br />l
<br />6'
<br />
<br />
<br />
<br />SINGLE DOOR
<br />
<br />SINGLE DOOR ~ SIDELITE
<br />
<br />SINGLE DOOR IJ / SIDELITES
<br />
<br />
<br />
<br />,I
<br />
<br />
<br />
<br />
<br />
<br />
<br />-!
<br />
<br />
<br />
<br />6'
<br />
<br />
<br />DOUBLE DOOR
<br />
<br />~ CREATED 11/11/02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />D E D'AN6CO
<br />
<br />ENGINEERING, PA.
<br />P.o. eox 340l2> .. APOLLO eEAC1-4 - FLORIDA .. 3~12
<br />~ .. (813) 64& 0166 FAX .. (813) 64& <a6ca8
<br />1::'12 491((') @THESE OOA'MNGS AND DESIGNS ME 1I1E JOINT PROt'ERIY ~ DANSCO ENGINEERING, P.A. Alj() THE
<br />...... CUENT ON THIS PROJt:CT. IINY R1:PROOUCllON 00 UNAUTHORIZED USE IS PROHIBITID. - 2003
<br />
<br />LENNA~ ~OMEe
<br />
<br />ecAL.E NOTED
<br />DATE 11/12>2
<br />DOOR" WINDOW INSTALLATIONS
<br />
<br />ORAlLN 6.V.
<br />
<br />TAMPA DIVf&ION
<br />
<br />DE JOe NO. FM .. ~1
<br />
<br />6DU1l-L.
<br />
|