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<br />I ~_11
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<br />. . ~....;.': ttt;U~..' ..Jt.ti .;000.>
<br />.' h... ... ~)i.9~'; . .' , t
<br />
<br />'L ' '. ~ r'1~~~~:'. ~~W(~.,..~;~ ___ =~::::~~,,-- '<0
<br />r CL ... ~L~ .' ~ . ::::,:.: ' !tli~~~\J~iY ~1."':4 - ':~~l~;/~~<&t ft
<br />J-I .. .).!U:.1JOt .~. ~:.c6' -- - r ~. I' __ ~'l S1/...liJ.4
<br />;'1" -o.O<~'~1 ...... 2'1.1 nllO~~' WI" a.' ~ .1.
<br />2.~ :0'/. ':ro.Hl~ In-I n., Ul~',U.401' _
<br />L 'oJ" U5t:>.').'" v:r 8901 ,,~:} -. 1j1~~'-';1.
<br />I i.... ~.l10j~" ... J
<br />V.T, 8902 ,1'.... <M~M. ~ . ~~1i.. ~i~~1.~}.
<br />!:l,' : ~;s:: N "':~~'kJ - ~ '. ','l!III.'!.
<br />
<br />, t~ ::=' J. l_ ,,~ -- r; ~ ;;;;:
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<br />
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<br />'...~ _'.~. .~, ,-- ", -rj(:;)!;S3 ~
<br />..'J!..B1l.lm'.m~tJ~Jt~o~\1l~. ~<,imprn1.l~ ~tPl1&.'O-l~ OR
<br />. f' , .1 If l; . III TO SVl'POf(f' T~ ) IN. "PJ'i"1~1~' PA.'Itf3 .l11Al
<br />. . . lNcL\i . lOJJol!> (~. . . l('llliJ \(4JJ\;7Ac1\J~P'.M LQ:-tG #':1 tHXY
<br />'. ~o,. J:XC!DlNa ". Dt Bt:Tn:n tD'tT.U:J. .
<br />Af,.l METAL n~ICKNESS TO BE .C62 ,
<br />
<br />NOTES:
<br />
<br />l EXT. NO,
<br />
<br />!
<br />
<br />I.. ~I
<br />~Q)
<br />I I
<br />I l LlI_~
<br />L__~~o__~
<br />
<br />r-l
<br />~
<br />
<br />~~:':"'CO:=~l'~:C. 1000
<br />
<br />V.T. 8901
<br />
<br />k:" . 0.5965" InAZ
<br />'.
<br />c..tr<l!' '" 8.698171l. '1.3;et~2 In
<br />Q.:I565e3 IR'4
<br />71.~132 '11'1
<br />umn,lnint.
<br />
<br />:t, .. lUt~7la~1.
<br />-
<br />~~1f ... ~f.m.u41A~1.
<br />
<br />0.7])0" 1n
<br />, H03681 In
<br />0.811ZU In
<br />'.138787 bo
<br />o.~'IJh In',
<br />O.3J1790 "'~.
<br />
<br />~ -
<br />r...,~ a
<br />W,-"
<br />
<br />f'rlneW 4X._~ -<!I>~ -<I n>hrb '" il.OO 000
<br />U9h7\.11-3:un:r1
<br />"712tq.l\.J~
<br />U9847",lt.35eW
<br />1~3a?.1l.~1I3
<br />HJt;1t.;l8Zvl'
<br />~
<br />O. ??oo
<br />..1881 .11.J7BZ32
<br />1I.188..0.".'7823Z
<br />
<br />1.) CAlCULA nONr ABLES INCt.UDE ^ 3D"
<br />JNCREASE fOR SEISMIC AND WINO CONDITIONS.
<br />
<br />2.) SOl.. rEO CONNECTIONS:
<br />ITEk\ flQlTS USED ....1M i'L IIJlU(;~MS SHALL a( /IL\!)lINm:O
<br />HOT OIf>I'E) ~VA:"nD. lINC PU1\P. EUCTRO-CALVM'!ZEtl, ~
<br />sU~SS SlU1. lit .Qi!t'tR 10 PR(\tHT CAlVA/lJC COAAOSlOlt
<br />lli'" ''''..L RlUT fllOW :llRECT OOlITAt:T Blr/llEN 11Ul AND
<br />Al'J)jL"'-'loI.
<br />
<br />P'''''~'' Q.... HQ!. of (.'otroll .. o.~
<br />"~7 .!tl.?~ It
<br />L~l ...1< U ' ,
<br />. ~n"..2 ..
<br />e Q,&Otl~J8~~J. '
<br />i Q<<12".8. 31 0IJSt
<br />OJw
<br />00
<br />5)11 If.7.20128t
<br />HUJ\'.7.201~U
<br />
<br />,
<br />/
<br />
<br />=w=
<br />V.T. 8900
<br />
<br />,
<br />
<br />@
<br />
<br />CD
<br />
<br />ri
<br />lr~ - --I-,fT..,
<br />L~=~-_[~
<br />L-~J
<br />@
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<br />I'Iwt>h, .f '.ll"~";0I!\ ...... ~()OO
<br />......'.........~.........
<br />
<br />,. H8 X 1/2 1EK @ EA.
<br />. . 2" POST l:f. 6" O.C.
<br />II WJ aOTIi SIDES AS SHOWN
<br />~.'r.890Q /
<br />
<br />f--- ~ -
<br />
<br />NOTES ~ ~,,--
<br />~, ...
<br />V.T.UOO" YoT. t~ lAilf U.~KP -
<br />1~ ~ \lIIlW ,. TEl( . 11M (;I" Ima._
<br />, fRCM EACH (NIll ~~" Go Co ~QiH SlDl.~ hT'.ln.
<br />
<br />'.) ALL DATA IS CALCULATED (OR EXPOSURE "C"_
<br />AS O(SCR!3fO IN TIiE A.S.e.E. Ii,&Joi0800l< ANSI/ASCE 7-88
<br />
<br />..) ~.()'C_A. AND ua,c. HAVE BEEN APPUEO fOR.
<br />
<br />@
<br />
<br />P:i'l<~a1 ..... .nill !1f ..~"" . 0.o00ooo
<br />UfmH~m~. [ '~
<br />9.' h~ t~!r
<br />~~a:lh10~' I V.T. 8898 I
<br />l~~ ~
<br />0.00??oo L ~
<br />9.37011).7.J!lI~I' .
<br />9.37\:nt"U7"~. ,---..1 --::_~
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<br />A. 00 . o.J~~eu 1n^2
<br />~..Iol' . 17Ui~J+\ 65,1nJ25 Ia
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<br />-
<br />."" . 0.371~"
<br />n.. 63.J~.u+t ia
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<br /><m.. . O.J<1~' to',
<br />_Jm!!l..~_~llXL_
<br />
<br />P(""~' of ex.. ..... 01 ral.\1... . Q.C.;)OO()O
<br />17i S'.UH71323 .
<br />1 ~D.l 30: D.61.1123U
<br />ie~gg&:tm~a1
<br />17U7S3H.6t<076~
<br />o.OJt2~G
<br />o.~
<br />I '.7 7. 1/132
<br />1~t.1 17h~mJ2I
<br />
<br />-I~
<br />
<br />
<br />r-o-----
<br />
<br />(~
<br />
<br />;,.
<br />
<br />ANY AND ALL DATA
<br />IS WITH THE USE OF
<br />ONLY VINYL-TECH
<br />AND P.G.T. PRODUCTS
<br />ANY MODIFICATIONS
<br />MUST BE APPROVED
<br />BY REGISTERED PROFESSIONAL
<br />ENGINEER
<br />
<br />W,&.RNING;
<br />THESE CAlCUtATIONS AND TABLES ARE INTf:NDED AS
<br />MIN;MUIJ QUiOEL.lNES TO NORMAL & PROPER iNSTALLA110N
<br />foJiy VARIANCES MUST BE REV,EWED BY ... REGISTE.RED
<br />PROf ESSlONAl ENGINEER.
<br />
<br />I'
<br />1'L~==t
<br />
<br />~~~~
<br />L Ll' j
<br />
<br />Ar'. .. 0-1H79' 11I"2
<br />!-----I.t'>>--""l _
<br />I I :4fl\n>j' .. "191~1I, 1.~au. il\
<br />
<br />~.T. 890:Jf,ooo~_;'l.(:... tljmfe4
<br />,." gs,i1'1..h~.
<br />~b_ '1\ J-J I'~~' '".'" ~i~-;"".
<br />, -.0-1lOO5f7 bo- 4
<br />PI -I. 11. ~lie3'" lA~.
<br />~... .. U7J202 III
<br />,.' 1JP.ll~ III
<br />I.,oa -- ~7, .. Om~a't!n
<br />
<br />~C: f.J~~ 1::::
<br />
<br />\.
<br />
<br />I N~mb., of camp-or'Wlt orb(j~ '000
<br />...................................
<br />
<br />'-
<br />
<br />L/~~'// {LL{LL~fLL~-~
<br />I 1 I I I
<br />I I I I I
<br />t 1 I I ,
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I 1
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />1 I I I I
<br />I I I I I
<br />I I , I I
<br />I I I I I
<br />I I I I t
<br />I I I I I
<br />I I I I I
<br />I I I I (
<br />I I I I I
<br />I I I I I
<br />+-------~-------~-------~-------}
<br />_J-_~~.._o 0 0 0 _~_~~_~~i_
<br />
<br />12'- rf MAX.
<br />
<br />A~
<br />LL//d///// dL:!L~
<br />1 I I I I I I
<br />f I I I I I I
<br />I I I , I I I
<br />II I I AI II
<br />" - I I .f -I II
<br />I I I , I I I
<br />I I I I I I ,
<br />I I I I I I I
<br />I I I I I I I
<br />I I I J I I I
<br />I I It' t I
<br />I I I I I I I
<br />I I I I I I I
<br />I , I 1 I I I
<br />I I I I I I I
<br />I f I I I I I
<br />I I I I I I I
<br />I , I I I I I
<br />I t I , t I I
<br />I I I I , I ,
<br />I I 1 I , I I
<br />I I t I I I I
<br />I I I , I I I
<br />~+-------t-------t-------t-------}~
<br />
<br />~~-------~-------~-------~-------~~
<br />1 I I
<br />I I I
<br />I I I
<br />1 I I
<br />L- I
<br />
<br />
<br />~.
<br />
<br />.~ .'
<br />
<br />
<br />
<br />12'- rf }.{AX
<br />SPAN
<br />
<br />ANY AND ALL DATA
<br />IS WITH THE USE OF
<br />ONLY VINYL-TECH
<br />AND P.G.T. PHODUCTS
<br />ANY MODIFICATIONS
<br />MUST BE APPROVED
<br />BY REGISTERED PROFESSIONAL
<br />ENGINEER
<br />IS TEKS <0 1'2" C.C. 3/16" TOGGl.E3 OR
<br />3/16"TAP-CONS <0 1'2" C.C.
<br />FOR C.B.S,BIDG.
<br />
<br />r.HAfH #2
<br />
<br />SCREF~ WAUJ ENCLOSURES
<br />SPACING & 'm:IGHT3 1Jl' TO 0-.1.5
<br />USING ON1.Y V.7'Wj90L 8900. e896. & 8902
<br />A3 LONG AS THEY ARE Botno TOGnHER_ ,..
<br />~ SHOWN & CAP BOTH TOP. & BorTOU
<br />AS SllOIfN \lAX. AU.O'.-.EO Sl' AClN~
<br />. . .JQ!l. Sf'E ClFle HEIQi T
<br />
<br />.
<br />
<br />~ }Y95 !~})N;'3// U~~~r
<br />
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I t I I I
<br />I I I I I
<br />I I I I I
<br />: 1 ~J8" PANE~ l
<br />I I I TYP. I ,
<br />I I , I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I , I I I
<br />I I I I I
<br />I I It'
<br />I I I I I
<br />I I I I I
<br />I t I I ,
<br />I I I I I
<br />
<br />t;-~-~-;tf=t=t-ft;-;-~-;t;-;-;-;~J
<br />L--d---trm1 _______L_______j
<br />L TYP, INSTALATION J
<br />16'- 6"
<br />
<br />12'- (/ MAX.
<br />
<br />.l:
<br />
<br />-LL2L4L/-///d~ //_--~
<br />I I I I I
<br />I , , I I
<br />I I I I I
<br />I J I I I
<br />I I I I I
<br />I 1 I I I
<br />I I I I I
<br />I I J t '
<br />I I I I I
<br />I I , I I
<br />I , , I I
<br />I 1 I I 1
<br />I I 1 I ,
<br />I I I \ I
<br />I I J I '
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I f I
<br />T! -______.l---~--.: -- ---l-------Tf-
<br />
<br />:0.0'00.'0 0'..0
<br />r r- --.--
<br />I I I
<br />, I L-__--:-
<br />
<br />12' - 0" MAX.
<br />
<br />1/"" LAG BOLTS
<br />IN EACH RAlii'ER
<br />FOR WOOD BLD'G,
<br />
<br />SPACING
<br />HEIGHT
<br />I
<br />
<br />4'-0" 5'-0"
<br />8' - 2" 7' - 4"
<br />
<br />6' -~(t
<br />
<br />6'--9"
<br />
<br />16'- ~
<br />
<br />J
<br />
<br />r
<br />
<br />l------
<br />
<br />I
<br />
<br />TIVJ
<br />-\ - t%
<br />\ V;
<br />1 V A
<br />
<br />'--'
<br />
<br />-----'----
<br />
<br />16'- tJ
<br />
<br />J
<br />
<br />Cock 1).~o
<br />
<br />IPS W
<br />S,pS/('l11'1'1pgS'i/o
<br />" Faclw
<br />,10 .~S ,"J
<br />
<br />16'- ~
<br />
<br />J
<br />
<br />a'- 6" MAX.
<br />OVERHANG
<br />'r 'MTH ABOVE
<br />TYP.
<br />
<br />~
<br />SPA1-
<br />
<br />-'!'1pical .. tr: Val':l~3 Reof Systems
<br />
<br />Z'- fj MAX.
<br />
<br />l
<br />
<br />SECTION
<br />
<br />tletol C eck
<br />Po.\Jtd cwo"", (2vl')
<br />Ught"'oi9ht Co~Ct6t.
<br />(2....)
<br />
<br />~tructutat concrete (4")
<br />';~d (nominal 1')
<br />
<br />O~
<br />.077
<br />012
<br />.\.'111
<br />083
<br />
<br />.CH
<br />,043
<br />.en
<br />.046
<br />.045
<br />
<br />.oa
<br />.028
<br />.02]
<br />.02~
<br />.02~
<br />
<br />.
<br />
<br />(1)
<br />
<br />GUTTER FLAT TO WALL @ FRONT
<br />fASCIA FLAT TO WALL @ SIDES
<br />
<br />@0'--4
<br />GUTTER 2'- 6"
<br />~1ASCIA FLAT @
<br />
<br />@ FRONT
<br />SIDES
<br />
<br />G)
<br />
<br />FASCIA B'LAT ALONG FRONT
<br />AND SIDES
<br />
<br />@
<br />
<br />FASCIA OVERHANG 2' - 6" @ FRONT
<br />AND 1 '- 6" EACH SIDr~
<br />
<br />Note: COIcU!atl~1 bostd on ASHR."[ tor.dbock
<br />procec!ures ord o~''''''. "'int..,. h""t .flo,", condition.
<br />
<br />1----
<br />
<br />.--
<br />
<br />SL OP E ...--'--
<br />
<br />=--~
<br />
<br />~
<br />
<br />--
<br />
<br />ELEVATIONS
<br />
<br />.
<br />,
<br />
<br />l
<br />
<br />JI
<br />
<br />It
<br />
<br />I 1
<br />
<br />~]
<br />
<br />I
<br />
<br />MOTE:
<br />
<br />WALL AND ROOF $(c.:rtoNs HAVE BEEN TESTED
<br />FOR STRUCTURAL Lj)IA.DING
<br />. AT WAMI TESTING LAB, INC. TO CONFIRM.
<br />CALCULATIONS. TES1 RE.PORTS ARE AVAILABLE
<br />IF REQUIRED. i
<br />
<br />#1
<br />
<br />120 M,P.H. Wln-iOUT CATASTROPHIC FAILURE ON
<br />12 FT. SIMPLE SPAN AND AS CHART SHOWS,
<br />AS PER TEST DATA , J-~5573
<br />COPIES AVAILABLE UPON REQUEST
<br />
<br />1=~1::~~k~~-~~~~
<br />---=:V=-=rr'f=='.r=D=~'~=rl::Jvr=F
<br />
<br />.......
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />-J
<br />I J+__~ '.
<br />
<br />'---r -"". FOR SCREENS, REfER TO
<br />""""-CHART #1 FOR 7 PSF AND
<br />V AND CHART # 2 FOR CORRECT.
<br />SPACING OF VERTICLES,u$!NG
<br />HEIGHT AS THE CONTR/i3UTlNG
<br />FACTURE" .
<br />/' S'- 0 MAX.
<br />__ FOR GLAZED UNITS, REfE.R
<br />TO N01E # 2 USING ONLY PGT
<br />UNITS. ALL CAN BE REfERENCE(
<br />TO TEST DATA # L- 4-5557 MTL
<br />AVAILABLE UPON REQUEST
<br />
<br />[
<br />[-
<br />
<br />/,{Q/!lJfoduru of Quality VM'lj r.nc1osureg
<br />
<br />\.k
<br />
<br />r. ~ , ,--"'-----~------~-. ----'!.(-----'!!.---
<br />
<br />/ ,
<br />
<br />\A{
<br />
<br />~
<br />
<br />\M
<br />
<br />4" CONCRETE SlAB - 8 X 6 - 10 X 10 W,W.IA.
<br />_ ~ 10' X... fOO"NG W/(2) 15 CON nNUO\JS
<br />
<br />
<br />\AL \At
<br />
<br />ANY AND ALL D>ATA
<br />IS WITH THE \J~SE OF
<br />ONLY VlNYL-'-TE(CH
<br />AND P.G.T, PROlDUCT3
<br />ANY MODlFICj\TUONS
<br />MUST UE APPR(OVED
<br />BY REGISTERf~D) PROFESSIONAL
<br />ENGINEER -
<br />
<br />#2 120 M.P.H. 'MTH A MIN. OF 807. RETURN ON A 10 Ff.
<br />SIMPLE SPAN AND AS CHART SHOWS.
<br />; AS PER TEST DA TA # J-45574
<br />. C6PlES AVAILABLE UPON REQUEST
<br />
<br />,
<br />r
<br />,
<br />I
<br />I
<br />~
<br />i
<br />
<br />1'-.... It_I.....
<br />roJ.... W
<br />, -~ !+o,1rliu
<br />CQ(T1","~'" 10~ :).(DfmotJo,,"
<br />/1CJ("'0I
<br />rond.
<br />Sh_
<br />~.eol Uodu'vl
<br />1/0","0' 01 ElIlO~oII1
<br />JI~ R__
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<br />-('.,~ ." n-m.u r9~
<br />JI~ S~ r.,..,...."..
<br />~'\"!:!.~. 1
<br />M ~".I _bo..' OIl dol. a",~obr. hili """Um'"
<br />Cllomlcol C"'1''''oUo.. AR<;O Cllomlcal
<br />C""",... all' BASI' CooPQ(~
<br />
<br />iitW~
<br />"''''
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<br />- ot z5f
<br />0\."
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<br />IN/air- em ii - ~!J. ~!~ ~n Il.~
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<br />PPROVED CAULKING MUST BE
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<br />SILL EXTRUSION AND CONCRETE
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<br />ElEVA nON OR DISTANCE
<br />ABOVE GHADE TO BE IN
<br />ACCORDANCE ~rH LOCAL
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<br />WALL SECnONS WILL MEET OR EXCEED 120 M.P.H.
<br />IF P.G. T. GLASS Vv1NDOWS ARE USED AS PER
<br />INSTRUCTIONS OR IF F ACfCR'f INSTALLED.
<br />AS PER TEST DATA /I l-45557
<br />COPIES AVAILABLE UPON REQUEST
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<br />. ~,',''''i.~ RU~ I>(AnOAAl !u(TRIC.1d. COOES AS NEll. AS AU LOCI\I. COOES.
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<br />ONLY VINYL-TECH
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<br />MUST BE APPROVED
<br />BY REGISTERED PRm'ESSIONAL
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<br />fOR SCRE['1oj ROOMS. CONCRETE SLAB MUST BE A MIN. Of 3.5' A~D 2$00
<br />P.S.I.,AN APPROVEO VAPOR BARRIER, ... MiN. Of a"x a"X , 10 ,^'RE MESH
<br />ON A VEGlTATION FRlE SOIL BASf.AND REMOVE AND RE.PLACE ALL DElETERiOUS.
<br />MATlRlAL\'IIlli GR,&.NOlJLAR filL COMPQSED Of '35:'( PROCTOR.
<br />ALL GlASS ENCl..6SURES MUST HAVE A MIN. Of 4' ,2500 PSI CONCRETE
<br />SLAB. \'Am A MIN, Of' a'x n" FOO~R ANR REBAR '&'S SHOViN,SLAB MUST ALSO
<br />MEET SCH.N ROO!-A SPEC.
<br />NOTE: ALL lOCAl. STATf,AND NATIONAL CODES MUST BE IN CCMPUANCE
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<br />DESIGNED TO WlTHSTAND UP TO
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<br />COPY AVAILABLE UPON REQUEST
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<br />ANY AND A~ DATA 13 'flT1:I THE USE 01
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