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[M(Q)lf~ 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. ~~~[p)o(N]o[L(Q)(C[K\ (Q)[P)~[N] ~urrulUJ(C;ulUJ[R1~ [M]blli~[M1(UJ~ ~[p) ~~ ~G9]~[R1lf (G(Q)~(P)(Q)~~lF~ (p)~[M~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG 0' 1.' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' u ~ .024 19'-2" 19'-3" 19'-1' 20'-1" 20'-9" 17'-6" 17'-1' 17'-11" 18' - 6" 19'-3" 16'-2" 16'-4" 16'-8" 1 7' - 3" 18'-0" M ~OO 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" 19' _gO ,:,:.:.:,:.:.:,:.:,:,:~',',:,:,:.:,:, N E U G .024 21'-4" 21'-5" 21'-9" 22'-2" 22'-10" 19'-6" 19'-1' 19'-11" 20'-5" 21'-1" 18'-0" 18'-2" 18'-6" 19'-0" 19'-9" M ~OO A . . . . . . . . . . . . . . . , . . . . . . . U . . . . . . . . . . . . . , . . . . . . ~ . , , , . , . FOAM, . , G .032 24'-1' 24'-8" 24'-11" 25'-4" 25'-10" 22'-5" 22'-6" 22'-10" 23'-3" 23'-10" 20'-9" 20'-11" 21'-2" 21'-8" 22'-3" -=:: ",'~ :::- E . . , . . . . . . . . . . . . S . . . . . , . . . , , , , , , . . , . . . . X ' . . . .. .. ..~ . , , . N .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'-1" 21'-8" . . . . . . . . . , . . .. .., A @OO U . . . . . . . . . . . . . . . , . P G .032 27'-6" 27'-1' 27'-10" 2.8'-2" ' 28'-8" 25'-2" 25'-3" 25'-6" 25'-10" E 26'-5. 23'-3" 23'-4" 23'-1' 24'-0" 24'-1' ALUMINUM ~ - N @oo .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" U G .032 30'-2" 30'-3" 30'-6" 30'-9" 31'-3" 27'-7' 27'-8" 27'-10" 28'-2" 28'-8" 25'-6" 25'-1' 25'-10" 26'-3" 26'-9" FOAM- 1.0# DENSItY E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 ~ .024 30'-2" 30'-3" 30'-5" 30'-9" 31'-2" 27'-6" 27'-1' 27'-10" 28'-2" 2.8'-1' 25'-6" 2S'-1' 25-10" 26'-2" 26'-9" C ~OO u PATENT # 4,769,963 & 5,086,599 K G .032 34'-2" 34'-4" 34'-6" 34'-10" 3S'-2" 31'-3" 31'-4" 31-6" 31'-10" 32'-3" 28'-11" 29'-0" 29'-3" 29'-1' 30'-0" E ~[L tr~[g1[M~ tr~ (Q)(P)~[M ~tr[g1lUJ~ul1JJ[gl~ ~bllio ~[p~[M (G[}={]~(g1u [Q)~~[Q) q? [L~~~ [L(Q)~[Q) ~~[Q) ! (Q)~ ~~(Q)~ [L(Q)~[Q) A PANEL LOADING DL + LL @ 22 #fSQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 ~fSQ, FT. DL + LL @ 57 ~/SQ. FT. L THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' u ~ .024 1S'-10" 1S'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8" 14'-5" 1S'-4" 11'-5" 11'-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-1' 11'-6" 12'-1' M ~OO U I G .032 17'-8" 17'-9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 1S'-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'-7' 17'-9" 18'-1" 18'-1' 19'-4" 14'-1' 14'-9" 15'-2" 1S'-9" 16'-8" 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 13' - 6" M ~OO A 11'-8" 12'-6" 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" 15'-10" 16'-9" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" E S ~ N @oo .024 19'-9" 19'-10" 20'-1" 20'-1' 21'-3" 16-4" 16'-6" 16-10" 17'-5" 18'-2" 14'-3" 14'-S" 14'-10" 15'-6" 16'-4" 12'-3" 12'-5" 12'-10" 13'-8" 14'-1' A u c>' "_ P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-11" 19'-3" 19'-9" 20'-6" 16'-S" 16'-1' 16'-11" 1 7' - 6" 17'-10" 14'-1" 14'-3" 14'-8" 1S'-4" 16'-3" E N ~OO ~ .024 21'-1' 21'-9" 22'-0" 22'-5" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 15'-8" 15'-9" 16'-2" 16'-9" 17'-1' 13'-5" 13'-1' 14'-0" 14'-8" 15'-1' 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' 17'-5" L E 0 ~ .024 24'-11" 25'-0" 2S'-3" 2S'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-8" 1S'-6" 15'-1' 16'-0" 16'-1' 17'-5" c ~OO U K G .032 28'-3" 28'-4" 28'-1' 28'-11" 29'-5" 23'-S" 23'-6" 23'-9" 24-'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 17'-7" 1 7' - 8" 17'-7" 18'-1' 19'-3" E REVISIONS l'-l'-N I.ONO N(QOJ I.ONN I I I 0l1.O..q- NI.OI.O NOJOJ I I I Oti'lti'l 0.-.- OJ OJ OJ .!.-.Jx <(<( wUI..1.. 99 ~ z o i= <( z o <(<( 00 0:::- 0::: ~o z-.J <(1..1.. OJ _ 0:::0::: ::J<( OJ::::i:l'- Vll'- OO(Q 1.O-.J..q- ti'l0ti'l SCALE. NONE DATEI 7 94 DRAWING ii' SPANCH1B ORA a I SRD SEAL UW[f'@[j'j)@@ [go [ID@[TD[j'j)@W~ [}?) o[go ClVIL ENGINEER - DE.VELOPMENT CONSULTANT (c3?~<1 1139 HERBERT STREET ~~ U PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774