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<br />~(Q)lJ[g <br /> <br />CHART SHOWS MAXIMUM HORIZONTAL CLEAR SPANS FOR STEEL SNAP-N-LOCK PANELS USED IN OPEN STRUCTURES. <br />STEEL SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. <br /> <br /> ~~~~D~D[L(Q)(C~ (Q)~[g~ ~lJ(ffi[1JJ~lJ[1JJ(ffi~ ~M~~[1JJ~ ~~ ~~ (C~~[g1lJ <br />(C(Q)~~(Q)~~lJ[g [P)~~~[L s PANEL WIND SPFED 100 M.P.H. 110 M.P.H. 120 M.P.H. <br />T THK. OVFRHANG 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' <br /> E G <br /> E ~OQ A <br /> I STEEL L u 26 22'-1" 22'-2" 22'-6" 22'-11" 23'-6" 20'-2" 20'-3" 20'-1' 21'-1" 21 '-9" 18'-8" 18'-10" 19'-1" 19'-8" 20'-4" <br /> G <br /> . . . . . "',L~ . . . . . . E <br /> . . . .. .. <br /> , , , . . . . . . , . .: . <br /> . . , , . . . , . . . . . , <br /> . . . . . , . . , . . . . . . . , . . . <br /> '""" ~..... ,. FOAM. ........~ ':::,... <br /> , . . . . . <br /> , . . . . . ' . , S Ie; <br /> 'r;..r( .., N A <br /> . . . .. .'" . , A @Oll U 26 27' - 8" 27'- 9" 28'-0" 28'-4" 28'-10" 25'-3" 25'-4" 25'-1' 26'-0" 26'-6" 23'-5" 23'-6" 23'-9" 24'-2" 24'-9" <br /> . . . . , . . , . . . . . . . , . P G <br /> E <br /> STEEL <br /> N <br /> FOAM - 1.0# DENSITY E.P.S. <br /> STEEL- HOT DIPPED GALVANIZED L <br /> ASTM -A 526/A 526M-90 0 I~ <br /> C ~OQ U 26 29'-5" 29'-6" 29'-9" 30'-6" 30'-11" 26'-10" 26'-11" 27'-2" 27'-7" 28'-1" 24'-11" 25'-0" 25-2" 25'-9" 26'-2" <br />PATENT # 4,769,963 & 5,086,599 K G <br /> E <br /> ~llJ[g~~~ lJ~ (Q)~~[M ~lJ[g1QJJ(c;lFQJJ[R1~ ~MD ~~~~ (C~~[g1lJ [Q)~~[Q) 9 [L~'W~ [L(Q)~[Q) ffi\(M[Q) ff (Q)~ ~~(Q)WW [L(Q)ffi\(Q) <br />S PANEL LOADING DL + LL @ 22 #/SO. FT. DL + LL @ 32 #/SO. FT. DL + LL @ 42 #/SO. FT. DL + LL @ 57 ~/SO. FT. <br />T THK. OVFRHANG 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br />E Ie; <br />E ~Oll A <br />U 26 17'-1" 17'-3" 17'-7" 18'-2" 18'-11" 14'-6" 14'-1' 15'-0" 15'-8" 16',-6" 12'-9" 12'-11" 13'-4" 14'-'" 15'-1" 11'-0" 11 '-3" 11 '-9" 12'-1' 13'-8" <br />L G <br /> E <br />S IG <br />N @Oll A <br />A u 26 21 '-5" 21'-1' 21'-10" 22'-3" 22'-11" 18'-2" 18'-3" 18'-1' 19'-1" 19'-10" 16'-0" 16'-1" 16'-6" 17'-1" 17'-10" 13'-10" 14'-0" 14'-5" 15'-1" 16'-0" <br />P G <br /> E <br />N <br />L <br />0 IX <br />c ~OO u 26 22'-10" 22'-11" 23'-2" 23'-1' 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 I~ <br /> <br />~~I1'@lro@@ [g. ~@ITi)ITi)@Wi [?).[g. <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />1139 HERBERT STREET <br />PORT ORANGE, flORIDA 32119 <br />TEL (904) 767-4774 <br /> <br />REVISIONS <br /> <br />I'I'N <br />LJ)NO <br />N UHO <br />LJ)NN <br />I I I <br />0'lLJ)"</" <br />NLJ)LJ) <br />NCOCO <br />I I I <br />01"')1"') <br />o~~ <br />COCO CO <br />I <br />~-JX <br /><(<( <br />wUlL.. <br />00 <br />- -J <br />3: <br />z <br />o <br />i= <br /><( <br />z <br /> <br /> <br />~ <br />::g <br />@ <br />I <br /> <br />!b'!!I <br />@, <br />!b'!!I <br />::g <br />@ <br />rg <br />~ <br />@ <br />i <br />~ <br /> <br />o <br /><(<( <br />00 <br />~- <br />~ <br />~O <br />Z-J <br /><(lL.. <br />lD . <br />~~ <br />::)<( <br />lD~I' <br />(Ill' <br />00<.0 <br />U)-J,,</" <br />1"')01"') <br /> <br />SCALE: <br />NONE <br /> <br />DATE, <br /> <br />05-02-96 <br />DRAWING #: <br />SPANCH38 <br /> <br /> <br />DRAWN ay, <br /> <br />JYF <br /> <br />SEAL <br /> <br />SHEET # <br /> <br />~rc7J <br />