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<br />[M(g1f~ <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 FLOOR APPLICATION. <br /> <br /> ~~ffi\~a~a[L(Q)~~ ~~~[L(Q)~~[Q) ~lr~(UJ~1f(UJ~~ [M]ffi\~~[M](UJ[M] ~~~~ ~[H]~~1f <br /> (G~~[p)~~~IJ~ ~~~~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 G <br /> E ~OO A <br /> STEEL L u 27 16'-6" 16'-7" 16'-11" 17'-6" 18'-4" 14'-6" 14'-7" 1S'-0" 1S'-8" 16'-6" 13'-4" 13'-6" 13'-11" 14'-8" 16'-7" <br /> G <br /> "..~' E <br /> . . . .. .... .' <br /> . . . . <br /> ""'" "'- FOAM """" ""- <br /> s G <br /> , ,"r,,( N @oo A <br /> A u 27 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 /> STEEL E <br /> N <br /> FOAM - 1.0# DENSITY E.P.S. L <br /> STEEL- HOT DIPPED G90 ZINC 0 G <br /> ~oo A <br /> C u 27 21 '-11" 22'-0" 22'-4" 22'-9" 23'-4" 19'-3" 19'-5" 19'-1' 20'-2" 20'-10" 1 7' - 10" 17'-11" 18-3" 18'-9" 19'-'6" <br />PATENT # 4,769,963 & 5,086,599 K G <br /> E <br /> ffi\[L lJo ~[M~l(Q)~~[Q) ~1r~(UJ~u(UJ~~ ~Mo ~~~~ ~[H]~~lJ [Q)~ffi\[Q) ~ l~~~ l(Q)~[Q) ~~[Q) ! (Q)~ ~~(Q)W [L(Q)~[Q) <br />S PANEL LOADING DL + LL @ 22# ISQ. 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' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br />E I~ <br />E ~oo u 27 17'-1" 17'-3" 17'-7" 18'-2" 18'-11" 14'-6" 14'-1' 1S'-0" 15'-8" 16'-6" 12'-9" 12'-11" 13'-4" 14'-1" 1S'-1" 11'-0" 11'-3" 11 '-g" 12'-1' 13'-8" <br />L G <br /> E <br />S !~ <br />N @oo <br />A u 27 21'-S" 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'-S" 1S'-1" 16'-0" <br />P G <br /> E <br />N <br />L <br />0 ~ <br />c (9)00 u 27 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" 1S'-11" 16'-9" <br />K G <br /> E <br /> <br />REVISIONS <br /> <br />""('oJ <br />lJ1('oJO <br />('oJ \0 00 <br />lJ1('oJ('oJ <br />I I f <br />mL()..q- <br />NL()L() <br />('oJ 00 00 <br />I I I <br />OI"')l"') <br />o~~ <br />00 00 00 <br />:--lX <br />4:4: <br />wUlL.. <br />00 <br />--l <br />3 <br />z <br />o <br />i= <br />4: <br />Z <br /> <br /> <br />o <br />4:<: <br />00 <br />Ck::- <br />Ck:: <br />~o <br />z-l <br />4:lL.. <br />a:l . <br />Ck::Ck:: <br />::>4: <br />OJ::::!:" <br /><Il" <br />00\0 <br />L()-l..q- <br />1"')01"') <br /> <br />SCALE: <br /> <br />NONE <br /> <br />DATE: <br /> <br />7 94 <br /> <br />DRAW1NG II: <br />SPANCH4B <br /> <br />DRAWN BY: <br /> <br /> <br />SHEET 0# <br /> <br />[L@WU'@[fi)@@ ~D ~@[fi)ITU@i1'li~ ~ D~D <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~@ <br />1139 HERBERT STREET ~~(Q) <br />PORT ORANGE, FLORIDA 3211 9 <br />TEl. (904) 767-4774 <br />