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~(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. ~~~[?)o~o~(Q)(GLK\ (Q)[P)~~ ~lF[gl(lJJCGlf(lJJ[g1~ [M]~~~~(lJJ~ ~[?) ~~ (G~~[g1u (G(Q)~[P)(Q)~~lf~ ~~[M~~ A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG I 0' I 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 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" 17'-3" M ~OO A 16'-8" 18'-0" 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'-9" , . .,.....':~. , . . . . 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" 19'-0" . . . . . . . . .. . . . . . . M ~OIJ A 18'-6" 19'-9" . . . . . . . . . . . . . . ' . . . . . . . . U . . . . . . . . . ' , . . . G .032 24'-1' 24'-8" 24'-11" 25'-4" 25'-10" 22'-5" '""'" ""'-' . . , . . ,. FOAM., ......~ ::::.. 22'-6" 22'-10" 23'-3" 23'-10" 20'-9" 20'-11" 21'-2" 21 '-8" 22'-3" , , , E , . . 'S I~ '" 'v(" 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'-7" 21'-1" 21 '-8" . , A @OO U . . ' . . ""'r .... , . , 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# DENSITY E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 I~ .024 30'-2" 30'-3" 30'-S" 30'-9" 31'-2" 27'-6" 27'-7" 27'-10" 28'-2" 28'-1' 25'-6" 25'-7" 25-10" 26'-2" 26'-9" C [g)OIJ U PATENT # 4,769,963 & 5,086,599 K 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 ~~ lY~~[M~ lF~ (Q)~~[M ~lY[R1l1JJ(GlYQJJ~~ ~~!\o ~[p)~~ (G~~[R1u [D)~~(Q) ~ [L~~~ l(Q)~[Q) ~(M[Q) ff (Q)[R1 ~~(Q)~ l(Q)~[Q) A PANEL LOADING DL + LL @ 22 #/SQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 #/SQ. FT. L THK. OVERHANG 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 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'-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-7" 11'-6" 12'-7" M ~O\J I U 118'-8" 114'-8" G .032 17'-8" 17'-9" 18'-1" 19'-4" 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 F U G .024 17'-7" 1 7' - 9" 18'-1" 18'-7" 19'-4" 14'-1' 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 ~\J\J 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" E S G N ~O\J A .024 19'-9" 19'-10" 20'-1" 20'-1' 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'-7" 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 G .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" 1S'-7" N @O\J 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'-S" 19'-0" 19'-9" 15'-6" 15'-1' 16'-0" 16'-7" 17'-5" L E 0 G .024 24'-11" 25'-0" 25'-3" 25'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-8" 15'-6" 15'-7" 16'-0" 16'-1' 17'-S" c ~O\l 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" 17'-7" 18'-7" 19'-3" E REVISIONS I"-I"-N lONO NtOco lONN I I I O'llO~ NlOlO NCOCO I I I 01'11'1 o~~ COCO co I ~...JX << wOw.. 00 -...J 3 Z 0 i= < z .2J .,JUI c(~ . I" .fOlD > l]U1 :J~ ~ (g !CI~ @ i laffi M!l 1f1 @, 11M 0 (g << 0 00 IQi: 0:: - ~ 0:: ~o z...J @ <w.. i OJ 0::0:: :;;>i ::J< OJ:::!: I"- V'll"- ootO lO...J~ ...., 0 1'1 SCALe:: NONE DATe:: 05-02-96 DRAWING #: SPANCH1B DRAWN BY: JYF SEAL SHEET # !L@W!1'@[f4)@@ ~a ~@[f4}[f4}@1ctli ~o~a CIVIL ENGiNEER - DEVELOPMENT CONSULTANT (C3?~ "i1 1139 HERBERT STREET ~~ U PORT ORANGE. FLORIDA 32119 TEL. (904) 767-4774