Laserfiche WebLink
<br />, <br />f <br /> <br />~(9)lJ~ <br /> <br />CHART SHOWS MAXIMUM HORIZONTAL CLEAR SPANS FOR STEEL SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES <br />STEEL SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. <br /> <br /> ~~b\~o~o[Lcg(G~ ~~~~(9)~~[Q) ~lJ~(UJ~lJlUJ[g]~ ~~~~[M]lUJ~ ~[?) ~[M ~[H]~[g1lJ <br />(CC9)~~(Q)~~U~ [?) ~[M~[L S PANEL WIND SPEED 100 M,P,H, 110 M.P.H, 120 M,P.H. <br />T THK, OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br /> E I~ <br /> E ~oo <br /> STEEL L u 26 16'-6" 16'-1' 16'-11" 17'-6" 18'-4" 14'-6" 14'-1' 15'-0" 15'-8" 16'-6" 13'-4" 13'-6" 13'-11" 14'-8" 16'-7" <br /> G <br /> . . . . . . . . .~~ . . . . . . E <br /> . . , .' .. . . . <br /> . , , . . . . . . . . . . .' . . . . . . . <br /> . . . . , . . . . . . <br /> . . . . . . . , . . . . . . . . . . . . <br /> """" ~. . . .., FOAM. . . ".~ ~ <br /> . . . . s <br /> . . . . . . . .......~ N @oo I~ <br /> . . . . A u 26 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-2" 18'-3" 18'-6" 19'-1" 19'-10" 16'-9" 16'-10" 17'-3" 17'-10" 18'-6" <br /> . . . . , . . . . . . . . . . . . P G <br /> E <br /> STEEL <br /> N <br /> FOAM- 1,0# DENSITY E,P,S, <br /> L <br /> STEEL- HOT DIPPED GALVANIZED 0 I~ <br /> ASTM - A526/A 526M-90 c ~oo u 26 21 '-11" 22'-0" 22'-4" 22'-9" 23'-4" 19'-3" 19'-5" 19'-7" 20'-2" 20'-10" 17'-10" 17'-11" 18-3" 18'-9" 19'-6" <br />PATENT # 4,769,963 & 5,086,599 K G <br /> E <br /> b\[L Uo ~~~[Lcg~~[Q) ~u[g1(lD~ulUJ[g1~ ~~o ~[p~~ ~G9J~[g)U [QJ~~[Q) ~ [L~'W~ [L(9)~[Q) ~~[Q) ff (9)[ffi ~[M(9)WM [L(9)~[Q) <br />S PANEL LOADING DL + LL @ 22 #/SQ. FT, DL + LL @ 32 #/SQ, FT, DL + LL @ 42 #/SQ. FT, DL + LL @ 57 #/SQ. FT. <br />T THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' <br />E ~ <br />E ~oo u 26 17'-1" 17'-3" 17'-1' 18/-2" 18'-11" 14'-6" 14'-7" 15'-0" 15'-8" 16'-6" 12'-9" 12'-11" 13'-4" 14'-1" 15'-1" 11'-0" 11'-3" 11'-9" 12'-7" 13'-8" <br />L G <br /> E <br />S ~ <br />N @OO <br />A u 26 21'-5" 21'-1' 21'-10" 22'-3" 22'-11" 18'-2" 18'-3" 18'-7" 19'-1" 19'-10" 16'-0" 16'-1" 16'-6" 17'-1" 17'-10" 13'-10" 14'-0" 14'-5" 1 5'-1" 16'-0" <br />P G <br /> E <br />N c <br />L <br />0 ~ <br />C ~OO u 26 22'-10" 22'-11" 23'-2" 23'-7" 24'-2" 19'-3" 19'-4" 19'-8" 20'-2" 20'-10" 17'-0" 17'-1" 17'-5" 18'-0" 18'-9" 14'-9" 14'-10" 15'-3" 15'-11" 16'-9" <br />K G <br /> E <br /> <br />REVISIONS <br /> <br />r--.r--.N <br />II)NO <br />N<Doo <br />II)NN <br />I I I <br />(111)"t <br />NII)II) <br />Noooo <br />f f f <br />Or<)r<) <br />0...-...- <br />000000 <br />!.-IX <br /><(<( <br />wOw.. <br />00 <br />--I <br />3: <br />Z <br />o <br />i= <br /><( <br />z <br /> <br /> <br />o <br /><(<( <br />00 <br />~- <br />~ <br />~o <br />z-l <br /><(w.. <br />CD - <br />~~ <br />:J<( <br />CD~r--. <br />CI1r--. <br />OO<D <br />II)-I"t <br />r<)0r<) <br /> <br />SCALE: <br />NONE <br /> <br />DATE: <br /> <br />05-02-96 <br />DRAWING #: <br />SPANCH48 <br /> <br /> <br />ORAWN BY: <br /> <br />JYF <br /> <br />SEAL <br /> <br />SHEET # <br /> <br />~WIT'@[fi)@@ ~O ~@[fi)[fi)@Wi L9'o~o <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~(r5)Oo <br />1139 HERBERT STREET ~\87(Q) <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br /> <br />:; <br />~ <br />g <br />i <br />M!i <br />~ <br />I!i!Jl <br />~ <br />g <br />~ <br />~ <br />@ <br />i <br />~ <br />