|
<br />SINGLE HUNG
<br />
<br />- ~ ~iE~f'()
<br />r ~Srl\UAnON ~OR
<br />3/i~. DiA. Tm""
<br />SHO'nN
<br />!:AlA.!< BH~
<br />j\'IOOO BUCK ole
<br />~ASg"nfiR~~ING
<br />~
<br />L1
<br />
<br />OIlE BY '110OO
<br />BOO< BY CTI'lER$
<br />
<br />CAU\.K 8f.~ ~~NOO'N
<br />FUNCll ole IIO()O BOO<
<br />CONCilETE OR
<br />MASVNRY OPEN~ ""\ I.
<br />ay OlHERS "'-
<br />
<br />
<br />~:S~
<br />
<br />. ............~
<br />
<br />~JE~ CAULK~
<br />BY OTI-iERS .....
<br />
<br />t:.
<br />
<br />1 1/4., ~JN.
<br />QleEOt.lEMT
<br />
<br />--
<br />
<br />I I
<br />
<br />INSJ-iIJ,.J
<br />Sf' Are MAX.
<br />
<br /><t..ANCE 1'f?E
<br />'MNIXlW FR^-\lE
<br />HE I\DER
<br />
<br />~
<br />
<br />~
<br />
<br />v.\NDCW
<br />HEIGHT
<br />
<br />BUCK
<br />HE1Gl-1T
<br />
<br />FUNG! mE
<br />\\lNOQ'II f'l't.I.ME
<br />S1U
<br />
<br />~
<br />
<br />SlU Sioo..
<br />6'fOiliERS
<br />
<br />PERI.~e:1ER CAULK'~ I ~
<br />BY OTHERS ~'-l r
<br />da~
<br />""'=
<br />
<br />.~
<br />~ /j
<br />
<br />6-
<br />PRf.CASR su~
<br />BY OTli<RS
<br />
<br />CAULK. ~ v.lNOOW Ft.ANG!
<br />'" I'I\(OA5T SlU. ~ ....J\J<OI
<br />11 $ ADHESl'.t: CAUJ< OR
<br />N'l>~O\lEl) EQUAl.
<br />
<br />SECTION 1
<br />~oo"'s.
<br />.) $l<:1ol ~ RtQ'O. AT EACl1 iNSTAI..lAnOH ANCHOR WITH l.Oo<D lltAAlNG SIW
<br />N..LOWA3LE SlID! ~ TO eE 1/+'.. . MM.
<br />2) \\11-/00'/1 f'!W.lE. !oII,TtRW.: M..Ul.iJlMI ,ll,LOY IIO~~
<br />~) ~;.c~W~TH~ =AA~~~&^i,'t'..tM"S' S1U. lI<JsT fiE
<br />~) ~ilO<< Of, WU<.11011\S AOKESlVE Co4J.!LK Io,T F1W.!E S1U~O~~E~.
<br />~UfACTVRE!I S ~eic..noNS. . . . ~..-- "un ~'IT
<br />S) US( lA7tX ~ FOR PER:lIEIER SOl. AAOuNo OOER!OR Of' WlIiOO\II
<br />6) ~-=~...w.~ ~ THIr RE~ Of' A$T),j E1m :-CHoAlS.
<br />", _","n. 1N$U!.Al1tiG ~ IS ......50 QUIIJfIa)
<br />7) ~~~~~ I~~~ ~ ~ 'MS'1'flllI\' ALSO N'l'UES TO
<br />
<br />MASONRY (FLANGE)
<br />
<br />r ONE 9Y 'IKXJO
<br />BlXK BY 01HERS
<br />.. BUCK \\IOTI-i -.....{ I I 1/.' Mll't
<br />IT' EMaEOMENT
<br />f'UlNGE 1'rPE~~~ ~~v. - l--V V .~ ~ ~~TE.~f'O
<br />'It1NOO\\' F~AME 1
<br />JAMB ;........ .. .
<br />~ .~ ~ '- CONCRETE
<br />\V lor.. "- OR 'iASONRY
<br />.. OPENI.!<Q
<br />[ 't. \ .. ... . BY OiHERS
<br />'I' 4\-'INSTAl.lKnON
<br />\;T./ ~ . A,~CHOR
<br />""Y "Il .- I \ W,i~~IASHO~'
<br />Pt:Rl1ol~ CAULK ------- ' I. \t'~.. . m'
<br />BY O'1<fERS \\ ..
<br />CAli\..K BETWEEN
<br />1&:IJ OOCl< 31:
<br />iAAS'r OPENING
<br />8Y OTI-iERS
<br />tX7ERl-OR
<br />fIIUSH
<br />8YOiHERS
<br />
<br />~DOW 1'ol~TI-i
<br />
<br />ElOIBlQB
<br />
<br />CAl.1U< SET\ln:N
<br />\;INDO'/(
<br />SECTION 2 '110OO aUCK
<br />
<br />
<br />r~W]
<br />r li'J
<br />
<br />
<br />WINDOW
<br />
<br />
<br />HGLT> F /I
<br />
<br />H I
<br />1...J
<br />ELEVATION
<br />VIEWED FROM EXTERIOR
<br />
<br />G
<br />
<br />@
<br />
<br />WI.
<br />
<br />SIZE
<br />
<br />~v
<br />
<br />
<br />\,/
<br />
<br />~*
<br />
<br />fOOl r. C!...... Rd.. ~ tl 7Y.<i$. p,G, l1.dd.122 dlllla. lX
<br />~.A:!ItolCI~
<br />ASSE:MSL Y DRA'MNG
<br />SERIES H40/1$.4Q 'T'Ol. SlNClE HUN~ 'IllNDO\ll
<br />-'" .. II Q<lOl. .. ~ I
<br />f-1Q A llOOlf1EJ) e.A. A.~ <:IWl.T ilII se foliA
<br />:x:wt ...'" I I ~- ,.....""
<br />OAlE &"11/ ~ 81 Wl _ 10/26/01 8 I GEN-0012
<br />"..,,~ i)'t\ PMO'JCl' ~ COOP, 1160 ~ .....'Y. ~!tt So _ PAAl<, "-0Il<>A m<< _ 407 w-.- f1'X _ m-~
<br />
<br />SINGLE HUNG
<br />
<br />~EA THiNG
<br />8Y OTHERS~ {. ~~~A~~o,(~N FIt-:
<br />#3 IN,.lI'.l.ATION /oNC'nOR
<br />SCREW SHOWl< (TY~.) ,-""1.,. u'. ,. MiN.
<br />EXTERIOR~' II U' , I rMBEDOAENT
<br />FiNISH 2 ~ OOOD
<br />prRi,"nr:Yc:~~:R~S I ..j~ll, .. ''-I ,lY OTHERS
<br />BY OTHERS '..l. ~ ~
<br />
<br />- i~-r
<br />~ "~,-~~J ~" "'''~ I
<br />
<br />FRAME K[ADE~ " (SrE NOtES)
<br />
<br />~J.QB
<br />
<br />WiNDO'lt
<br />HtlCHT
<br />
<br />I
<br />I
<br />
<br />I
<br />;L Sill STOO<_- I
<br />" &Y OTHERS I
<br />
<br />
<br />~ .t[~ J
<br />PERIMETER~7AUlK / ~'1 m;h'\
<br />8Y OTI-iERS I'!..j,:::-~
<br />II ~ ShN AS REO'C>.
<br />#8 SCRtw . .rf ) I ' (SEE NOTES)
<br />~~M~~6yt>< / i I "~~ 2 X ';VOl'/.)
<br />(TY?) , 8Y OiHERS
<br />
<br />I CAl'l..K 8FIo1iEN
<br />~.x1tR1OR 1 \'41NDCw FIN &:
<br />FINt~ t" MiN. -.....J ~ SHEATHING
<br />5Y O,HERS [M6E01,oENT I I
<br />
<br />FI ~ rIPE--,
<br />\\1NDQW
<br />FRAME $1U_
<br />
<br />SMt A i111NG
<br />8Y OTHERS
<br />
<br />SECTION 1
<br />
<br />---------------.-.-
<br />
<br />~1
<br />
<br />FRAME (FIN)
<br />
<br />~
<br />
<br />SECTiOt'-J ?
<br />
<br />rW1NDOW'NTH.""'"1
<br />I ~ I~ANCHOR (ilP.)
<br />
<br />o 0 0 0 0
<br />
<br />
<br />,,~:/ /1}/f;I, 01)'
<br />
<br />MAX,(TYP,) $/
<br />
<br />WINDOW ~ <> I 0
<br />
<br />HOT
<br />
<br />EQU..Ll Y SPACE
<br />ANCKOOS (TY?)
<br />I
<br />
<br />
<br />oj
<br />
<br />
<br />o 0 ~ 6' >lAX (T'r?)
<br />-,
<br />1....J - J la- MAx.(TY?)
<br />ELEVA.TION
<br />ViEWED FROM EXTERIOR
<br />
<br />()
<br />
<br />(;
<br />
<br />o
<br />
<br />o
<br />
<br />o
<br />
<br /><:>
<br />
<br />o
<br />
<br />'"
<br />
<br />I
<br />~O{)W
<br />I S12< 0NCHES)
<br />I .'01'H/HEJGHT
<br />1& X ~o
<br />'Ie; x 40
<br />:~ } ;g
<br />2Q X jl)
<br />20 X .0
<br />~n ;g
<br />?~ x 30
<br />za x 40
<br />;~ ~ ~
<br />~o X 30
<br />JO X 40
<br />)0 j( SO
<br />30 .lI: 60
<br />~g .;g
<br />~n~
<br />
<br />40 ;r; 30
<br />'0 ~ ,Q
<br />40 X 5()
<br />40.....L2Q.,
<br />L.._....::JJ'n
<br />
<br />COMPARATIVE ;,NAl.'SIS &: ANCHOR C,.W\T ~
<br />DESICN PRESSURE II ~O. Of H3 SCREWS I NO Of 0090 W.. NAllSj
<br />CAP'.CITi' IN PSf R,Q.O, IN fRAME I REO'D, IN FRAME
<br />EXTERIOR iNTtPtCR .1 !-'It AD $lll. ~ [A, ,,~..vS :-It:AD Sltl ~ EA. JAMS I
<br />le9 109 T'z 2 I 2 I 2 2 3
<br />~ ~S!~ ;IS III ~ S
<br />;:;; 50' 2 I:; 2 2 ,
<br />~ 6e" 212121,23
<br />n 7}iI2~1213 2? ,
<br />1: ~~ ~ ~ '~ ~ :
<br />~ ;~ I ~ ~ ~ ~ r $
<br />;g 1~ ; ~ ~ ~ ~ :
<br />~~ ;~ ~ ~,; ~ ~ ~
<br />:g. :g ~ I ,~ I ~ ~ I ~ :
<br />" 4' J 3 -.~ 2 = 2
<br />4D.O 3 3 I j J J 3
<br />~~ 40 J 31~ 33.
<br />'0 ~g 5 -+--r~ ~ ~ ~
<br />4" 40331::.. 3 J .>
<br />~g 1~! ~ ~ i ~ ~ i ~
<br />,4 4 J" 4 4 4
<br />
<br />I
<br />l
<br />
<br />,) SM:!/d AS ,~EO'O. Ab.JActN'T :0 EACH lN~fllL,;.,1iON ANCHOR wrr~ LOAD BDF:tNG SHJM M..~,X,
<br />AllO\VAtll. SHI~ STACI< TO BE '1".
<br />2) WINOOW ~RAME ~4ATtR:Al: AlU).!lNUM ALLOY 6.o$S.
<br />3) ~~t LM;;( c..v...u..]( 8El1!ND W1NOCW FIN I-J HEAD, S!~L. &: ~MS'S.
<br />4) u....E t.Al-,X CAULK FOR P~RIl..iDSX' SW ,l"P_OUND EXiER!O~ or WtNDOW f"v....\iGo!,
<br />5) GlASS ,H>CKNeSS lIAY vfoir( PER T11E REQ~IREMENTS 01' ASTM E'3<)O 0U0SS CHARTS, $INGlt
<br />CWJNG ISSHC\I'l<. I~SUl.Ar:NC GlASS IS AlSO QvAJ.I1'IED,
<br />6) \IIlitRE: ~~.rER R(SlS.TANCt ~(S1 RtO.J~l.ltNl ':II 15:t CF DtSaG~~ leAl:> A??l..i:ES. PCS'\~ O("S.lGr4
<br />LO~D'$. M..L 9t UMfilO TO 4~,O PSi'"' Dut 10 '1IA?t,Ft itsr ?Rt'SSlJRE Of 5.0 PSf' ACHI(vED IN TI:S:r.
<br />7) INSIAL7A~C~ ~jN- F~A\lE \\1NOOW (~ WOOD F?AME. CP~W}lO 'fill\,( 1WO ar WOO\) S1iJC'S, US1NC>
<br />~UO:~,~',~A ',AilS C~ ,.$ SC!>{"~ !Y sumCIENT lE"GTM TO PRO'/Ill. "I);. " E>l~EWrNT INIO
<br />8') 1~E'~AC;R~~n~~r~:Zt is i-lO' US1tC ;N ANCkOR C1-i..e.R1., usr; Ml-CKOR I)JAN~TY iJSi'E.O Wl1H
<br />S) ?~Ntl=;}.,.l.' A-l.UM1NV~'$ 11<1;0 SERlES SINGlE Hl.:t..;-c 1$ SHt)y...,.,,_ :HI$ PJ.t!NT ~..\.90 ;.pPUES 10 iH~ 194,:r
<br />,NSUlA1tIIO OI.ASS Sl~o3U HUNG st~I!'S.
<br />
<br />~*
<br />
<br />1001 W. Ct<t<by Rd.' COlt~~,;X 75r0U4' ~,(). 60, 31lfJ22 , O~;", 1'.\ 1.>381
<br />~_~WG X~;w';18t
<br />
<br />ASSEMSl Y OR~.'N}NO
<br />SERifS 1140/1940 TD~ S1NClE HUNG 1'11NDOW
<br />~~; ~~ ~~O, &T l~ ;t:~~ / A I
<br />
<br />5Y tc~ '''~ 1 ~~/05/01 I B I 0~~0013
<br />JAUJ,R[l) 6'1': ~t1.. ",p.fI--..:(:A.'hOC1 t~t~~ ~., ~30 ,'t(ftRN,t."1~ ~n. SUr( 2}O. ..rA~~. '\..CkO... 3>:!74. ~[.07-~QJ6) i-~ 4(t7-6Q$-CZM
<br />
<br />f"~~ OA,t s,,", Rt'<'SlON
<br />
<br />------ --
<br />
<br />HORIZONTAL SLI DER
<br />
<br />MASONRY (FLANGE)
<br />
<br />~t~~K :~~.~~~o \
<br />
<br />OPt;:NJNG S'( O'TH(RS \ r- ;l~'$, T AU." 'nON ,',NeHeR
<br />O'iE SY '{fOOO \ / ~/W CI~. "peON
<br />auo< !:IY OlKE, ~
<br />~ r- Sl-'.l"-l AS ?,tC'O
<br />CAUlK &l.n,aN ""OOw ~ \ I (SH NOTES)
<br />"MG( " woo;) evc, ~ \6
<br />
<br />CO~CRi.Tt OR ~ ~~ <l I ;1 ~ 1/':'0 .~(F.
<br />"A,ONRY OI>E~"O ------- ,,\' I '
<br />6Y OiHEa: ..... '- ". tNBED!.lGlT
<br />____""" .J...
<br />
<br />'r------=n '::>1 11 I
<br />EX,"e'OR ''''S'' J / F.IJ 11/4' "H,,,J
<br />BY OT!'t~ / i'~ S?.4.C! ~"x.
<br />/ ~ '-'r' I
<br />~~R~~1~1f C,:',<)l..1 ~/ , ~ I
<br />FeANe( lYP(.-/' II I
<br />\ ~rfD~ ri\AU, I
<br />;"CDw 'I JII
<br />H(l?",i ~Xl1:R'i~ I
<br />f'i.AMr;t: 'TrPE j
<br />\\-1,'-IDO", r''RAM!. ----., I
<br />9ll \',
<br />
<br />\"1" ,
<br />Pi:.Ei'Mi: "IR CkJLK
<br />BY O~~f::~ \ ~
<br />\1
<br />
<br />I
<br />\
<br />
<br />eIJC:<
<br />HEJGHT
<br />I
<br />I
<br />
<br />}-... ...d" /
<br />
<br />eo",,, -:J\" ~
<br />Sf OTHERS '---- CAUU< B!:l\~,N ,~NDON F,^NGE
<br />& PRt CAST SlllMiH WlKEM
<br />114 ADHtS!V!: CWIJ( CR SCHN(t
<br />"CREHI:AO 8500 AOrES\! SI: AlA"
<br />
<br />~.uJ.QtLj
<br />
<br />N01ES;
<br />1)
<br />
<br />9VC',,(I'l'I0';'l1
<br />
<br />EXTERIOR
<br />
<br />\
<br />C:,l.,;JLj( &i\'in::N \
<br />'Mt~OC-fJ f'L.A.Nct --J
<br />!/oXf) euc~
<br />
<br />EXIt,RI~
<br />ri~I'SH
<br />Br O'fl-i:;:R
<br />
<br />SECTIOI-l 2
<br />
<br />T-
<br />
<br />I
<br />
<br />AJ,'C:HGR (fY'r') \
<br />
<br />\-.:
<br />I
<br />
<br />;/
<br />~ f[l}
<br />.._J
<br />
<br />I
<br />
<br />~
<br />
<br />"
<br />
<br />c
<br />
<br />CT
<br />
<br />'MNDO''\ 81
<br />HtIG"T I
<br />L\
<br />I
<br />I W'NDO'II
<br />,...----- \~D1H
<br />
<br />f/;
<br />
<br />i
<br />
<br />1........J
<br />
<br />ELEVA TION
<br />V'E'Nt:D FROM EXTERIOR
<br />
<br />11'I/
<br />
<br />(l.J-. ~c11-
<br />
<br />HORIZONTAL SLIDER
<br />
<br />C,.,l)'_K S(iWEE:,"J FiN
<br />I &: Sl-iEA T:N~
<br />/
<br />\ -1 I..- ,. MI~
<br />!.~c~~~E;T~~S;Aln:~ ~l "'I i\EMB~i"C"E~1
<br />'):"'i:RI(R.FNls;..,~t\ 1..1. I Y ~}6!-'~~~'"
<br />9.... OiH~R$ -_. " r,A ~ '...
<br />PERM,'" CA0_<\ \}lll L \"I ,_T/'- ',lAx
<br />8'f J'I','1[~ --\:' \~~ ! . $!-(I.,( SPACE
<br />
<br />ITC-'~f\ :-
<br />~A~Or;\~E I~LL-i{k-1 \ I
<br />
<br />,'l.", Hf~CE>) ~nr \...J~". AS Ri:; D :
<br />'1 f (SEE ~O',S)
<br />
<br />
<br />I il i;INDO\1f
<br />~EICl.(""
<br />I
<br />
<br />SHE^-'Ti1:,'-JG
<br />gv CTH'ER -;
<br />
<br />~O..E
<br />
<br />FlN iYPt:
<br />~~~st S';.l
<br />
<br />I COMPARATiVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
<br />WI'iOOW SIZES DESIGN PRESSURE ~APCON ANCHOR LOCATION
<br />(INCHES) CAPACITY iN PSF I1!;Q,D. IN FRAME
<br />1~~IOTH/HDGHT EXTERIOR INTER'OR I-'EI\O JAMBS
<br />II 24 x '2 40 I 110 H,i< A,G
<br />24 ~ 24 I 40 I 67 H,K A,G
<br />i 24 x 36 I. 40 45 H,K A,G
<br />I 24 x 48 +-~_' 40 H,K A,G
<br />, 36 x 12 I 40 '85 H.K I A,G
<br />i 36 x 24 I 40 I 45 H,K A,G
<br />I 36 x 36 40 I 40 H.K II A,G
<br />I 36 x 42 40 40 H.i< A,G
<br />I 36 x 18 40 40 H,K A,G
<br />i .36 K 55 i 40 40 H~ A 8,F a
<br />! 48 x 12 I 40 77 H.t< I A,G
<br />I 48 x 24 40 40 H.K [ A,a
<br />I 45 x 36 I 40 40 H,:K A,a
<br />I 48 x 42 I 40 40 H,K A,G
<br />48 x 48 40 40 H,K ,4,,0
<br />48 x 55 '40 40 H,I~ A,e,F,G
<br />! 60 x 12 40 73 H,K .0,,0
<br />60 x 24 40 40 H.I~ A,G
<br />60 x 36 40 I 40 H,K A,G
<br />60 x 42 40 I 40 H,K A,G
<br />60 x 48 40 I 40 H,K A,B,F,G
<br />_.60 x 55 40 40 H,K A,e,F,G
<br />72 x 12 40 I 70 H ,K A,G
<br />72 x 24 40'[ 40 H,I~ A,G
<br />72 x .36 40 40 H,K A,a
<br />72 x 42 40 I 40 I H,I< A,8,F,G
<br />72 ~ 48 40 40 !-i,K A,8J,G
<br />72 x 55 40 40 H,K ,B,C,D.F,G
<br />
<br />~~*
<br />
<br />1))1 f, C<"" ,~, c-r... r.r )\001.1.0. loa S.,l/}ll' !~... r.r 1\3&1
<br />
<br />'NsiAlL~TION DWG. M~SONRY wi ONe 8'( aUCK
<br />seRIES '.SO MOCI,'ED HC'-'IZCNTAl SWO(R W-NCOW
<br />
<br />D~N6B IC'-'>:O -T~"l,~~/A I
<br />
<br />I I OATe I I DR~ ~^Mr
<br />04" "" "',~'" oy I J/ZO/02 G(N002'
<br />fo!Ii~.~ *'= ~~ 'Tt':~1' t_~ 1'50 \I'ltC~h'l"~~ ll',i.1 ~~ ~ r4:.!\..~ ~~ )1'4 !"t'I~ (COt) 1l>>-0Jf';M, (401' m-~~
<br />
<br />FRAME (FIN)
<br />
<br />'. SrlEA fr.INY~ 2 x rR.A)"~!NG
<br />\ ~':' Ci'HER 8,Y Oil-'tRS
<br />
<br />\ . CAl,)'_K BE ""8f.f>i
<br />. , ,...,' 't~' V.!.,~.-:i--t / / r- SH,EAiY;NG &: r:~
<br />SH.lI .AS RE"()~rl"J $?A,J ,I \ / ..' / o. O'HccS
<br />rSE.E \ions I . ~ .1 . ') \' ~, . , ~I"
<br />" i t\ I j
<br />i'~ 10,._______... ~I \ 6L\~'
<br />\\; ~IO 0 W '"=<AMi ________ ! i I . l- ~ -.' ~ IN, .~.
<br />J.t-,M8 ...~. ~ ,:),,\?tuf.1[~
<br />
<br />! ..--=--r
<br />- '
<br />
<br />~_____ #8 SC.~~'tf
<br />=~ ,I -~~------ ::\SiAU.1iO<\
<br />I! \ ,1,8CHOR (TY?)
<br />1
<br />,- ',l,-1~1D0'J1 ,\1;,1:", -----', \
<br />
<br />I
<br />I- PERl&1E TER C,),'')L~
<br />:;S'f OrHE.R~
<br />
<br />\_ E\i~R1Do, rlr-;~S,~
<br />8y OTH(RS
<br />
<br />EXTER,OR
<br />S.ECTiO\j
<br />
<br />2
<br />
<br />ELF\lA TiO~~
<br />'lE'NED F,90M EXTERIOP
<br />
<br />!/!l
<br />
<br />() 'J.-1v--$t.
<br />
<br />SECTION
<br />
<br />A-A
<br />
<br />II Ai
<br />II A.J
<br />'II
<br />Ii
<br />
<br />,-L,
<br />I
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<br />I WINCOW ~IZE DESIGN PRESSURE #8 SCR(\\,S REOD [.099 NAllS RWn
<br />(iNCHES! CAPACIT' IN PSF IN 'RA,ME in".. ,<<WE
<br />: 'I-i'CTh A';) EX-ERIO~ tl ',rER OR HEAD EACH I HEAD. E,\CH
<br />, HEiGl-' ~ & Sllc JAI.'3 i & Sicl, JA.',18
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<br />24 x 413 40 I 40 2 .3 I . 2 ___--=- .
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<br />35 ., 24 AD I 40 2 2 .3 2
<br />i )0 x 36 40 40 2 2 .3 3
<br />35 " 42 40 40 2 :5 3 .3
<br />l 36 x 48 40 40 2 :) :0 4
<br />36 x 55. 40 40 2 .3 .3 5
<br />4 R x 12 I AO 77 .3 2 4 2
<br />48 X 24 40 40 .3 2 4- 2
<br />48 x 36 40 40 :I 2 4 .3
<br />4~ x ~2 40 40 .3 2, 4- 3
<br />43 x 48 40 40 3 3 4 I 4
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<br />60 x 42 40 40 3 3 6'.3
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<br />60 x SS 40 40 3 3 6 i 5 I
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<br />DtE NO 1447
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<br />B-B
<br />
<br />i'<(OTES:
<br />:> MUll. ION iNSiA\.l~TlON DCAILS APPlY TO~LJKiNUM luBE MUl110N, D1E :,0 :40,
<br />\lKE~ USEe TJ tojULl SlNGl[ HUNG AND DR P1EluRE \JINDO,*,S H(A!) 10 SilL
<br />2) IN MASONRy CON$iRUCTlON. Al"~CH HULlION TC ,UBS1RAi( '.ITH 3/1~' DIA.
<br />CDNCRET~ $SR€'w' ANCHOR Of SUrJ;IC1Ei"/T L..TH. ~D ACHltVE l-t/4" MIN. r1<tBEDM(N1 [N1'Q
<br />CONCRETE: :::R ~1ASONR'f
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<br />OF SUrFICIF.NT L TH TO "CHlEvE 1-3/8' "IN. E"Jl(D'"ENT )NTO \lOOD FRA"ING
<br />~) MUlUON ATTACKMCNT 1~ SEC1!]N B-8 1$ TVP, AT JAMBS.
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<br />CARRDLl TON, iEXAS
<br />Tl'''' FIN HOR1ZDNAL MULLION INSTALLATJON DETA1L
<br />AllH~JNIJM TUBE MULLION. OlE NO, 1447
<br />ME^ _ -- - T- EB I""'" - -.. - 1',,,(, 3/t7 IDe
<br />~ffT' ____ pC,.t.t.!;. HALr.II\Af\.'-.._- 1lV6I'OG(NNV45-:Z
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<br />INST ALl.A nON
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<br />
<br />10Vt0 110. GEN-04-54
<br />
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<br />
<br />SEE NOTES
<br />If]. I/< #3
<br />f
<br />
<br />GENERAL ALUMINUM CORP.
<br />CARROLL TON, TEXAS
<br />1it.e F1.ANGE VERT1CAl MUlLION INSTALLATION DHAIL
<br />ALUMINUM TL!BE MULLJON. DIE NO, 144-2
<br />A.'lCAo ----IDlllIf salAl'tlt< ---- lOA1aa/21/o2
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<br />DIE NO. 1445
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<br />SECTION
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<br />A-A
<br />
<br />AI
<br />A.J
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<br />1) MULLION ,NSTALcAT'ON D(1A1lS APPLY TO ~LUM1NUM TUBE M\JLUON, DI( ND
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<br />FRAMING.
<br />
<br />IWGl.G GDH456
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<br />DlE NO. 1445
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<br />Sf;E: NOTES -1 'I
<br />#2 !. 113
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<br />/INSTALLATION
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<br />CARROLL TON, TEXAS
<br />'/mlI F'lANGE: HORJZONAI.. MUlLION INST Al..LAiIDN DETAIL
<br />ALUl1lNUM TUBE MUllION, DlE NO. 1445
<br />"""" ----1- BB .1..".",---- 1"""'13/21102
<br />VTJfT> ____ I sc.<<)) HALF' 1"'1L> ---- 1M OOQl:N"Q~5$
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<br />GENERAL ALUMiNUM CORP.
<br />CARROLL TON, TEXAS
<br />1J'<€J fiN VERTICAL MVLLlON INSTAllATION DETAIL
<br />ALU)~INUM TUS. l,iULLrON. DIE NO. 1446
<br /><Rt'" ----I6l\.' JS I""'''' ---- lo.>.~3/17/02
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<br />II I (SHO\\tl) MUWON DIE
<br />II I NO. 1445 MAY
<br />I ~ I ALSO ElE USEO
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<br />~ : fRAME SUBSTRATE ALSO A??UES
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<br />\ MVlLI:N NOTES: SECTION 8-8
<br />DIE NO, 1<<2 ~R r~ON~,&TtWDT1~ ~0if~N~r~L~u~~ ~'-i,Ml~dpl~.;J~or~~~~a~ota~~e:.
<br />2) IN MASONRY CO;'1S1RUCTlQN, ATTACH MULWON TO SlJ8STRA iE 'M'lH VW
<br />()lA. CONCRETE SCREW ANCHOR Of' SUFl-1C1ENT L 11-1. TO ACHIEVE 1-1/". MiN.
<br />EMBEOMENT INTO GONCREiE ~ MA$CN'lY.
<br />J) IN \'IOOl) FRAME CONSTRl.JCnON. ATTACH MUUJON TO SU6STRAiE USING '10
<br />SCREWS OF SUfflC1ENT Ln;. 10 ACHIEVE 1-3/S" MlN. e:MSEOt,iENT INTO WOOl) FRA;.lING,
<br />4 l MUUJQN ~ TrACHMEN T IN SEcnOfol a-a IS TY?, A T HE.~O .Ie SILL.
<br />5) INSTAllATION OF M\Jl.lION AS SHO'M-l ON THJS SHEET COMPUES \11TH '!TiE
<br />2001 Fl..0RJ0A BUILDING CODE I'/ITH 2002 REVISIONS. MULLION DfiSlGN PRESSURE
<br />CAPACITY "ARIES DUE TO SPAN t!c SPACING. MULUQN ANCHORS ARE OESlGNEt>
<br />TO A DESIGN PRESSURE OF ;'53.0 P$F, IT IS THE Rt$PONSlSIU1Y OF 01'H!:RS
<br />TO DETERMINE COWlJANCE eN A sPEClf'IC SmvC1'URE,
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<br />NOTES'
<br />1> MULLION INSTALLATION DETAILS APPLY TO ALUMINUM ruBE MULLION, nu,.: NO. 1445,
<br />Iotke:r. USED TO 1<!lJLL SINGLE HUNG AND f.IR P1CTURI> vlNnolotS HEAD TO SILL.
<br />2,) IN MASONRY CONSTRUCTION.. ATTACH MULL10N TO SUBSTRATE VlTH 3/16' IliA.
<br />CONCRETE SCREIJ ANCHllR OF SUffIClENT L THo TO ACH1EVE 1-1/.' MlN, EMBEDMENT INTO
<br />CONCRETE DR MASQt,1<Y,
<br />3) ,N '"'DOll FRAME CDNS:RlJCnON, ATTACH I1ULL!DN TO SUBSTRATE USING #10 SCREVS
<br />Dr SUfF'lCIENT LTH. TO ACHIEVE [-3/8' io!IN, EMBEDMENT iNTO \.IOOD fRAMING,
<br />4) MU\..LlON A. iT ACHMENT L'I SEC nON BooB JS HI', AT JAMBS.
<br />5) INST IIUATJON OF' MULLION liS SHO'IN oN THIS SHEET COOf'LIES '.11TH THt cOOt
<br />FLORIDA BUILDiNG CODE \.liTH 200~ REVISIONS. MULLION DESIGN PRESS1Jl<E CN'AClTY
<br />VARIES VUE TO SPAN I. SPAC1'1c;, MULLlo.N ANCHORS ARE: DESIGfolED TO A DESIGM
<br />PRESSURE Of' tSM psr. IT IS THE Rt:SPQNSIBll..lTY Of OTHERS TO DETERMiNE:
<br />COflPLIANCE ON II SPECIfIC S1Rl!nURE.
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<br />LAST PLOT DATE
<br />October 11, 2004
<br />WINDOW INSTALLATION
<br />INSTRUCTIONS
<br />(GENERAL ALUMINUM)
<br />
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