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<br /> REVISIONS <br /> [N](Q)lf~ <br /> CHART SHOWS MAXIMUM CLEAR SPANS FOR HALF -SNAP PANELS USED IN ENCLOSED STRUCTURES. ""('oJ <br /> L()('oJO <br /> ('oJU)OO <br /> ,- ~~-'~I L()('oJ('oJ <br /> EITHER A WALL I I I <br /> HALF -SNAP PANELS MAY BE USED IN OR ROOF APPLICATION. 01L()..q- <br /> ('oJL()lJ1 <br /> ('oJ 00 00 <br /> I I I <br /> 01"')1"') <br /> o~~ <br /> 000000 <br /> :--lX <br /> ~[N]~[L(Q)~~[Q) ~lf[R1lUJ~lfUJJ[Rl[g ~M~[M](UJ~ ~~ ffi\~ ~[H]~~lf <t<t <br /> [H]ffi\[LlPa~~ffi\[P) wUlL.. <br /> 00 <br /> --l <br /> 3 <br />~(Q)~ [P)(Q)~~lf[g [P) ffi\~ [g [L 0 PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. z <br /> 0 <br />S THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' i= <br /> 8 <t <br /> G .024 10'-1' 10'-9" 11'-3" 12'-2" 13'--3" 9'-3" 9'-5" 10'-1" 11 '-2" 12'-3" 8'-1' 8'-9" 9'-5" 10'-5" 11'-8" z <br /> / ~O() A <br /> O.S.B. I u <br /> A G .032 11'-4" 11'-6" 12'-0" 12'-10" 13'-11" 10'-0" 10'-2" 10'-9" 11'-8" 12'-9" 9'-2" 9'-5" 10'-0" 11'-0" 12'-2" <br /> L E -A ~ <br /> u ..1m <br /> . , , M c(! <br /> ::,:".' , ' 'FOAM', ,"""" "'- I <br /> ""'" N I-~ <br /> . , u .~ .~ .15' 0" 15' 2" 15' 9" 16' 2" 17' 0" 13' 2" 13' 4" 13' 10" 14' 6" 15' 5" 12' 2" , 12' 10" 13' l' 14' l' (' U~ <br /> '," , "rv( M @oo U <br /> , . . . . . . . . . , G .032 16'-0" 16'-1" 16'-6" 17'-1" 17'-11" 14'-1" 14'-2" 14'-1' 15'-3" 16'-2" 13'-0" 13'-1" 13'-7" 14'-3" 15'-3" ~ :J~ <br /> ALUMINUM H E <br /> A LI~ <br /> O.S.B.- 7/16" L t-i <br /> F <br /> FOAM- 1.0# DENSITY E.P.S. UJ <br />ALUMINUM- 3105-H14/H25 ALLOY s I~ .024 16'-3" 16'-4" 16'-9" 17'-4" 18'--1" 14'-3" 14'-5" 14'-10" 15'-6" 16'-4" 13'-2" 13'-4" 13'-9" 14'-6" 15'-5" <br /> N (9)00 u <br />PATENT # 4,769,963 & 5,086,599 A G .032 18'-6" 18'-1' 18'-11" 19'-5" 20'-2" 16'-3" 16'-4" 16'-9" 17'-4" 18'-1" 15'-0" 15'-1" 15'-6" 16'-2" 17'-0" <br />P E 0 <br /> <t<t <br /> ~[L lfD [g[N]CC[L(Q)~[g[D) ~1r[Rl(UJ~Ir(UJ[Rl~ ~MD ~[P)ffi\~ ~[H]~[Rlu [Q)[g~[Q) ~ [L~~~ [L(Q)~[Q) ~[M[Q) ! (Q)~ ~~(Q)~ [L(Q)~[Q) 00 <br /> Ck::- <br /> Ck:: <br /> ~o <br /> DL LL @ 25 #/SO. FT. DL LL @ 35 #/SO. FT. DL + LL @ 45 #/SO. FT. DL + LL @ 60 ~/SO. FT. z-l <br />0 PANEL LOADING + + <tlL.. <br />s 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' OJ . <br />THK. OVERHANG Ck::D:: <br />8 ::><t <br /> ~ .024 11'-0" 11 '-2" 11'-8" 12'-5" 13'-5" 9'-3" 9'-6" 10'-1" 11'-0" 12'-3" 8'-2" 8'-5" 9'-1" 10'-1" 11'-5" 7'-1" 7'-4" 8'-1" 9'-3" 10'-8" OJ::::!:" <br />/ ~oo <Il" <br />U OOl') <br /> L()-l..q- <br />A G .032 11'-10" 12'-10" 12'-6" 13'-3" 14'-3" 10'-0" 10'-2" 10'-9" 11'-8" 12'-9" 8'-10" g'-O" 9'-8" 10'-8" 11 '-11" 7'-1' 7'-g" 8'-1' 9'-8" 11'-0" 1"')01"') <br />L E <br />U SCALE. <br />M NONE <br /> DATE:1 <br />I 10/94 <br />N DRAWING H' <br />U ~ .024 15'-8" 15'-10" 16'-2" 16'-9" 17'-7" 13'-3" 13'-5" 13'-10" 14'-6" 15'-6" 11'-8" 11'-10" 12'-4" 13'-2" 14'-2" 10'-1" 10'-3" 10'-10" 11'-9" 12'-11" SPANCH6B <br />M @OO u t DRAWN BY' <br /> G .032 16'-8" 16'-10" 17'-2" 17'-9" 18'-6" 14'-1" 14'-3" 14'-8" 15'-4" 16'-2" 12'-5" 12'-1' 13'-1" 13'-9" 14'-9" 10'-9" 10'-11" 11'-6" 12'-4" 13'-5" , SRD <br />H E .- <br />A J~~/ <br />L <br />F <br />S ~ .024 16'-11" 17'-0" 17'-5" 17'-11" 18'-9" 14'-4" 14'-5" 14'-10" 15'-6" 16'-5" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" 10'-11" 11 '-1" 11'-7" 12'-5" 13'-6" /~J <br />N (9)00 U ~\ <br />A G .032 19'-3" 19'-4" 19'-8" 20'-1" 20'-10" 16'-3" 16'-4" 16'-9" 17'-4" 18'-1" 14'-4" 14'-5" 14'-10" 15'-6" 16'-5" 12'-5" 12'-7" 13'-0" 13'-9" 14'-9" <br />P E ( <br /> -- <br /> SHEET 0# <br /> [L@WU'@[fi)@@ ~D ~@[fi)OOW~ ~D~D ~~~ <br /> CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br /> 1139 HERBERT STREET <br /> PORT ORANGE, fLORIDA 32119 <br /> TEl. (904) 767-4774 <br />