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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. ~~~~D~D~cg((;~ ~~~~cg~~~~lf~~~lf~~~ LMJ~!(~LMJ~~ ~~~~ ((;[AJ~~u ~cg~~cg~~u~ ~~~~~ 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' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u I~ .024 14'-3" 14'-5" 14'-10" 15'-6" 16'-4" 12'-6" 12'-7" 13'-2" 13'-11" 14'-10" 11'-7" 11'-9" 12'-3" 13'-0" 14'-1" M ~OO u ALUMINUM I G ,032 15'-11" 16'-11" 16'-5" 17'-0" 17'-10" 14'-0" 14'-1" 14'-6" 15'-3" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" ......,...:L~..'. . . . N E U G ,024 15'-11" 16'-5" 16'-6" 17'-0" 17'-10" 13'-11" 14'-1" 14'-6" 15-2" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" . . . . . . . . . , . . . . . . . M A . . . . , . . . . . . . . . . . . . . , . . ~OO U . . . . . . G ,032 18'-5" 18'-9" 19'-3" 20-0" 16'-1" 16'-3" 16'-1' 17'-1" 18'-0" '""" ""'" . . . " . . FOAM. . ....',...,.~ ~ E 18'-4" 14'-10" 15'-0" 15'-5" 16'-0" 16'-11" . , . , . . . , , . S . . . . . . I~ . . . ..~. N ,024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6" 15'-8" 15'-9" 16'-1" 16'-9" 17'-7" 14'-5" 14'-1' 15'-0" 15'-8" 1 6'-6" , . . . . . . .. .. A @OO U . . . . . . . . . . . . . , . , . . P G E ,032 20'-6" 20'-7" 20'-11" 21'-5" 22'-0". 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 17'-8" 18'-5" ALUMINUM G ,024 19'-6" 19'-7" 19'-11" 20'-5" 21'-1" 17'-1" 17'-3" 17'-7" 18'-2" 18'-11" 15'-10" 15'-11" 16'-4-" 16'-11" 17'-9" N @OO A 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# DENSITY E,P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 I~ .024 22'-6" 22'-7" 22'-10" 23'-3" 23'- 1 0" 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'-10" 20'-8" 20'-10" 21 '-1" 21'-7" 22'-2" E ~~uc ~~~~cg~~[Q) ~U~(UJ(GU(UJ~~ ~~c ~~~~ ~[AJ ~ [Riu [Q) ~ffi\ [Q) cd} [L~~~ ~cg~[Q) ~[M[Q) ! cg~ ~~(Q)wg ~(Q)~[Q) PANEL LOADING DL + LL @ 22 #/SQ, FT, DL + LL @ 32 ~7SQ, FT. .... DL + LL @ 42 II/SQ, FT. DL + LL @ 57 II/SQ, FT, A L THK, OVERHANG 0' 1 ' 2' 3' 4' A' l' 2' 3' 4' A' l' 2' 3' 4' 0' 1 ' 2' 3' 4' u .~ .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'-1' 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" 1 1'-8" 12'-6" 13'-6" N E U G .024 1 7' - 7" 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'-1' 12'-9" 13'-3" 13'-11" 14'-11" F S .~ N @oo ,024 19'-9" 19'-10" 20'-1" 20'-1' 21'-3" 16-4" 16'-6" 16-10" 1 7' - 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" 1 6' -5" 16'-1' 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" 1 7' - 7" 13'-5" 13'-1' 14'-0" 14'-8" 15'-7" N @OIJ 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'-7" 16'-0" 16'-7" 17'-5" L E 0 I~ ,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'-1' 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" 1 7' - l' 1 7' - 8" 1 7' - l' 18'-7" 19'-3" E REVISIONS l""-l""-N If)NO NtOlX) If)NN I I I Q'llf)"<t Nlf)lf) NO'JIX) I I I 01-01-0 0..-..- IX)IX)O'J .!......Jx <(<( wULL. 00 -.....J 3: Z o ~ z ~ ~ @ ~ i I!!!dI @. I!!!dI o ~ <(<( @ 00 .". ~~ ~ ~o """ z.....J (Q) <(LL. ~ ~ci ~ ::><( []J~l""- Vll""- OOtO If).....J''<t 1-001-0 SCALE. NONE DATE. 05-02-96 DRAWINO II. SPANCH2B DRAWN BV. JYF SEAL SHEET # [L@~[i@[jl)@@ ~a ~@[jl)[jl)@1lit~ ~a~a CIVIL ENGINEER - DEVELOPMENT CONSULTANT (fS?fP0.t:i)) 1139 HERBERT STREET ~~~ PORT ORANGE, FLORIDA 321 19 TEL. (904) 767-4774