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[M(Q)u~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN OPEN STRUCTURES, ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~~~~a~~~!Jc~~(Q)(G~ (Q) [?) ~ [M ~lY[gi (UJ CClYM [gi ~ ~~~~M~ ~~~[M (G~~~U (G(Q)~~(Q)~UU~ ~~lM~~ A PANEL WIND SPFED 100 M,P,H. 110 M.P,H, 120 M.P,H, L THK, OVFRHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u G ,024 19'-2" 19'-3" 19'-7" 20'-1" 20'-9" 17'-6" 17'-7" 17'-11" 18'-6" 19'-3" 16'-2" 16'-4" 1 7' - 3" 18'-0" M ~QO A 16'-8" ALUMINUM I u G ,032 21'-5" 21'-6" 21'-9" 22'-2" 22'-10" 19'-6" 19'-8" 19'-11" 20'-5" 21'-1" 18'-1" 18'-2" 18'-6" 19'-0" 1 9'-9" "'L~" . . . . . N E . . . . . .'. .: .. U G .024 21'-4" 21'-5" 21'-9" 22'-2" 22'-10" 19'-6" 19'-7" 19'-11" 20'-5" 21'-1" 18'-0" 18'-2" 18'-6" 19'-0" 19'-9" . . . A . . . , . . . . . . . . . . . . . . . . M ~OO U . . . . . . G .032 24'-7" 24'-8" 24'-11" 25'-4" 25'-10" 22'-5" 22'-6" 22'-10" 23'-3" 23'-10" 20'-9" 20'-11" 21'-8" 22'-3" ""'" ~. . . .. FOAM. .~ :""., E 21'-2" . . , , . S G . ..~. N A .024 23'-11" 24'-0" 24'-3" 24'-8" 25'-2" 21'-10" 21'-11" 22'-2" 22'-1' 23'-3" 20'-2" 20'-3" 20'-1' 21'-'" 21'-8" A @OO U . . . . .......~ .. . . , . . P G E .032 27' - 6" 27'-7" 27'-10" 28'-2" 28'-8" 25'-2" 25'-3" 25'-6" 25'-10" 26'-5" 23'-3" 23'-4" 23'-7" 24'-0" 24'-7" ALUMINUM I~ ,024 26'-2" 26'-3" 26'-6" 26'-11" 27'-5" 23'-11" 24'-0" 24'-3" 24'-8" 25'-2" 22'-:-2" 22'-3" 22'-10" 22'-11" 23'-6" N @OO U G .032 30'-2" 30'-3" 30'-6" 30'-9" 31 '-3" 27'-1' 27'-8" 27'-10" 28'-2" 28'-8" 25'-6" 25'-7" 25'-10" 26'-3" 26'-9" FOAM- 1,0# DENSI1Y E,P.S, L E ALUMINUM- 3105-H14/H25 ALLOY' 0 I~ ,024 30'-2" 30'-3" 30'-5" 30'-9" 31'-2" 27' - 6" 27'-7" 27'-10" 28'-2" 28'-1' 25'-6" 25'-1' 25-10" 26'-2" 26'-9" C [8500 K u PATENT # 4,769,963 & 5,086,599 G .032 34'-2" 34'-4" 34'-6" 34'-10" 35'-2" 31'-3" 31'-4" 31-6" 31 '-10" 32'-3" 28'-11" 29'-0" 29'-3" 29'-1' 30'-0" E ~~ u~~lM~ lY~ (Q)~~lM ~lJ~(UJ(GlJM~~ ~~a ~[?)~[M CC~~[g1lJ [Q)~~[Q) ~ ~U~~ ~(Q)~[Q) ~[M[Q) f (Q)~ ~[M(Q)~ ~(Q)~[Q) A PANEL LOADING DL + LL @ 22 #/SQ, FT, DL + LL @ 32 #/SQ, FT. OL + LL @ 42 #/SQ, FT. OL + LL @ 57 #/SQ. FT, L THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u I~ .024 15'-10" 15'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8" 14'-5" 15'-4" 11'-5" 11'-7" 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-7" 11'-6" 12'-7" M ~OO I U G .032 17'-8" 17'-9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 15'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 15'-1" 10'-11" 11 '-1" 11 '-8" 12'-6" 13'-6" N E U G ,024 17'-1' 17'-9" 18'-1" 18'-7" 19'-4" 14'-7" 14'-9" 15'-2" 15'-9" 16'-8" 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" M ~OO A U G ,032 20'-4" 20'-5" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-11" 18'-8" 14'-8" 14'-10" 15'-3" 15'-10" 16'-9" 12'-7" 12'-9" 13'-3" 13'-11" 14'-11" E S .~ N ~OO .024 19'-9" 19'-10" 20'-1" 20' -7" 21'-3" 16-4" 16'-6" 16-10" 17'-5" 18'-2" 14'-3" 14'-5" 14'-10" 15'-6" 16'-4"' 12'-3" 12'-5" 12'-10" 13'-8" 14'-1' A u P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-11" 19'-3" 19'-9" 20'-6" 16'-5" 16'-7" 16'-11" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 15'-4" 16'-3" E IG ,024 21'-7" 21'-9" 22'-0" 22'-5" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-7" 15'-8" 15'-9" 16'-2" 16'-9" 17'-1' 13'-5" 13'-1' 14'-0" 14'-8" 15'-7" N @OO A U G ,032 24'-11" 25'-0" 25'-3" 25'-8" 26'-2" 20'-8" 20'-9" 21'-1" 21-6" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-9" 15'-6" 15'-1' 16'-0" 16'-1' 1 7' - 5" L E 0 IG ,024 24'-11" 25'-0" 25'-3" 25'-7" 26'-2" 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-8" 15'-6" 15'-7" 16'-0" 16'-7" 17' -5" C . [8500 A U K G ,032 28'-3" 28'-4" 28'-7" 28'-11" 29'-5" 23'-5" 23'-6" 23'-9" 24'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 17'-7" 1 7' - 8" 1 7' - 7" 18'-7" 19'-3" E REVISIONS r--r--N ll1NO NtOlX) ll1NN I I I mll1-t Nll1ll1 NIX) IX) I I I Ot<')1<') O~~ Cl)1X)1X) .!......JX << wUw... 00 -.....J 3= Z o i= < z ~ ..JUJ ~~ ~lR > t)lll :J~ a~ I-ffi In o << 00 0:::- 0::: ~o z.....J <w... OJ _ 0:::0::: =>< OJ:::!ir-- CIlr-- OOtO u).....J -t 1<')0t<') SCALE. NONE DATE: 05-02-96 DRAWING iI: SPANCH18 DRAWN BY: JYF Se:AI._ SHE:E:T # ~WIT'@[ii)@@ ~a ~@[ii)[ii)@Wi ~c~a CIVIL ENGINEER - DEVELOPMENT CONSULTANT (C5?~"11 1139 HERBERT STREET ~~ U PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774 ~ ;;g @ ~ I ~ I!M ;;g t6) rg 2 @ i ~