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[M(Q)lf~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES. ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~~~[P)~[MD[L(Q)~~ ~[M~[L(Q)~~~~lf~~~lf~~~ ~~~~(UJ~ ~[p)~~ ~rAJ~~lf ~(Q)~[P)(Q)~~U~ [p)~[M~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u G ,,~Q24 14'-3" 14?F!)' 14'-10" 1S'-6" 16'-4" 12'-6" 12'-7" 13'-2" 13'-11" 14'-10" M "3}~ A 11'-1' 11'-9" 12'-3" 13'-0" 14'-1" U ""~1::":1'':'''*''') ALUMINUM I G .032 15'-11" 16'-11" 16'-5" 1 7' - 0" 17'-10" 14'-0" 14'-1" 14'-6" 15'-3" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 1S'-2" ,.........:l.~....... N E ..'.......',.. .... ,',.... :' . ','. ',', .'. U G .024 15'-11" 16'-5" 16'-6" 1 7' - 0" 17'-10" 13'-11" 14'-1" 14'-6" 15-2" 16'-1" 12'-11" A 13'-1" 13'-6" 14'-3" 15'-2" , . , . . . . . , . . . . . . . . . , . . . . M ~OQ U . . . . . . . . . . . . . . . . . . . , . G .032 ""'" ~ . . " . . " . . .' .' . ~OA~ . . .' ...........~ ""- E 18'-4" 18'-5" 18'-9" 19'-3" 20-0'. 16'-1" 16'-3" 16'-7" 17'-1" 18'-0" 14'-10" 15'-0" 15'-5" 16'-0" 16'-11" . . . . . . . . . , S G ..'.':...:.:.,...:'..'r/{........: . . N ~OO A .024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6," 1S'-8" 15'-9" 16'-1" 16'-9" 17'-7" 14'-5" 14'-1' 15'-0" 1S'-8" 16'-6" . . A U . . P G .032 20'-6" 20' -7" 20'-11" 21'-5" 22' -Qi" 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 17'-8" 18'-S" . E ALUMINUM X .024 19'-6" 19'-1' 19'-11" 20'-5" 21'-1" 17'-1" 17'-3" 17'-7" 18'-2" 18'-11" 15'-10" 15'-11" 16'-4" 16'-11" N @OO 17'-9" U G .032 22'-6" 22'-7" 22'-10" 23'-3" 23'-11" 19'-9" 19'-10" 20'-2" 20'-8" 21'-4" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" FOAM - 1.0# DENSI1Y E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 ~ .024 22'-6" 22'-7" 22'-10" 23'-3" 23'-10" 19'-9" 19'-10" 20'-2" 20'-8" 21'-3" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" C ~OO u PATENT # 4,769,963 & 5,086,599 K G .032 25'-6" 25'-7" 25'-10" 26'-3" 26'-9" 22'-5" 22'-6" 22'-9" 23'-2" 23' -1 0" 20'-8" 20'-10" 21'-1" 21'-7" 22'-2" , - E ~~Ua ~~~[l(Q)~~[Q) ~u[g1llJJ(Glf(UJ[g1~ ~~a ~[P)b\~ ~rAJ~[g1u [Q)~~[Q) 9 [L~~~ [L(Q) b\[Q) b\~ [Q) f (Q)[g} ~[M(Q)W [L(Q)~[DJ A PANEL LOADING DL + LL @ 22 #/SQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 I/:/SQ. FT. L THK. OVERHANG 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u G .024 1S'-10" 15'-11" 16'-4" 16'-11" 1 7' - g" 13'-1" 13'-3" 13'-8" 14'-5" 15'-4" 11'-5" 11'-7" 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 1 0'-7" 1 1'-6" 12'-7" M ~OO A I u G .032 1 7' - 8" 17' -9" 18'-1" 18'-8" 1 9'-4" 14'-8" 14'-9" 15'-2" 1S'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 1S'-1" 10'-11" 11 '-1" 11'-8" 12'-6" 13'-6" N E U G .024 17'-7" 17'-9" 18'-1" 18'-7" 19'-4" 14'-7" 14'-9" 1S'-2" 1S'-9" 16'-8" 12'-9" 12'-11" 13'-4" 14'-1" 1S'-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" 1S'-3" 1S'-10" 16'-9" 12'-7" 12'-9" 13'-3" 13'-11" 14'-11" S E N ~QQ ~ .024 19'-9" 1<3'-10" 20'-1" 20' - 7" 21'-3" 16-4" 16'-0' 16-10" 17'-0' 18'-2" 14'-3" 14'-5" 1 4' -1 0" 1S'-6" 16'-4" 12'-3" 12'-5" 1 2'-1 0" 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'-1' 16'-11" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 1S'-4" 16'-3" E N @OO .~ .024 21'-7" 21'-9" 22'-0" 22'-5" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 1S'-8" 15'-9" 16'-2" 16'-9" 17'-7" 13'-5" 13'-1' 14'-0" 14'-8" 15'-7" U G .032 24'-11" 2S'-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" 1S'-1' 16'-0" 16'-7" 17'-5" L E 0 i~ .024 24'-11" 25'-0" 25'-3" 2S'-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" 1S'-7" 16'-0" 16'-7" 17'-5" C ~OO 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'-1' 17'-8" 17'-1' 18'-7" 19'-3" E REVISIONS I'I'N \ONO N\DOO LONN I I I (jlLO-.ot NLOLO NOOOO I I I 01'<")1'<") o~~ 000000 ;'....Jx <l:<{ wUu.. 00 -....J 3 Z o i= <l: Z o <l:<l: 00 ~- ~ ~o z....J <l:u.. CD ~ ~~ ~<l: CD:::::!: I' (Ill' OO'.!) LO....J-.ot 1'<")01'<") SCALE: NONE DATE: 05-02-96 DRAWING H: SPANCH2B DRAWN BY, JYF SEAL SHEET # l@l(%7(1'@[j'i)@@ ~O ~@[j'i)[j'i)@W!9 [?) o~o CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~0) 1139 HERBERT STREET ~~~ PORT ORANGE. FLORIDA 321 19 TEL. (904) 767-4774 ~ ~ @ ~ i Mil @b Mil ~ @ g ~ @ ~ ~