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<br />~(Q)u~ <br /> <br />CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES. <br />ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER ~ OR ROOF APPLICATION. <br /> <br />[)tl-p{ rrppI~ <br /> <br />./ <br /> <br /> ~~~~CJ~CJ[L(Q)((;[K< ~~((;[L(Q)~~ [Q) ~1J[g1lUJ((;ulUJ [g1~ ~M~~~~ ~~~~ ((;[H]~[g1u <br />((;(Q)~~(Q)~~U~ [p)~~~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. <br /> L THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' <br /> u IX .024 14'-3" 14'-5" 14'-10" 15'-6" 16'-4" 12'-6" 12'-1' 13'-2" 13'-11" 14'-10" 11'-7" 11'-9" 12'-3" 13'-0" 14'-1" <br /> M ~oo <br /> ALUMINUM I u <br /> 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" 15'-2" <br /> . . . . . . . '.~ N E <br /> . . . . . . . . . .. ,... U G .024 15'-11" 16'-5" 16'-6" 17'-0" 17'-10" 1.3'-11 " 14'-1" 14'-6" 15-2" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" <br /> , . . . .. . M ~OO A <br /> U <br /> ".,. FOAM. G .032 18'-4" 18'-5" 18'-9" 19'-3" 20-0" 16'-1" 16'-3" 16'-1' 17'-1" 18'-0" 14'-10" 1S'-0" 1S'-S" 16'-0" 16'-11" <br /> """ :,..;' """ "'- E <br /> S A <br /> .'.~ N .024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6" 1S'-8" 15'-9" 16'-1" 16'-9" 17'--; 14'-5" 14'-1' 15'-0" 15'-8" 16'-6" <br /> , .. A ~OO U <br /> , . . P G .032 20'-6" 20'-11" 21'-5" 22'-0" 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 1 7' - 8" 18'-5" <br /> E 20'--; <br /> ALUMINUM I~ .024 19'-6" 19'-1' 19'-11" 20'-5" 21'-1" 1-7'-1" 17'-3" 17'-1' 18'-2" 18'-11" 15'-10" 15'-11" 16'-4" 16'-11" 17'-9" <br /> N @OO <br /> U <br /> G .032 22'-6" 22'-1' 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" <br /> FOAM- 1.0# DENSITY E.P.S. L E <br />ALUMINUM- 3105-H14/H25 ALLOY 0 I.:t .024 22'-6" 22'-1' 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" <br /> A <br /> C ~OO u <br />PATENT # 4,769,963 & 5,086,599 K G .032 25'-6" 2S'--; 25'-10" 26'-3" 26'-9" 22'-5" 22'-6" 22'-9" 23'-2" 23'-10" 20'-8" 20'-10" 21 '-1" 21'-1' 22'-2" <br /> E <br /> ~[L Uo ~~((;[L(Q)~[g[D) ~U[g1~((;U~[g1~ ~Mo ~~~~ ((;[H]~~u [D)~~[Q) ~ [L~~~ [L(Q)~[D) ~~[D) f (Q)~ ~[M(Q)W [L(Q)~[Q) <br /> PANEL LOADING DL , LL @ 22 #/SQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 ~/SQ. FT. <br />A T <br />L THK. OVERHANG A' l' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' A' 1 ' 2' 3' 4' <br />u G .024 15'-10" 15'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8" 14'-S" 15'-4" 11 '-5" 11 '-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'--; 11'-6" 12'-1' <br />M ~OO A <br />I U <br />G .032 17'-8" 1 7' - g" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 15'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 1S'-1" 10'-11" 11'-1" 11 '-8" 12'-6" 13'-6" <br />N E <br />U G . <br />M ~OO A .024 17'-1' 17'-9" 18'-1" 18'-7" 19'-4" 14'--; 14'-9" 1S'-2" 1S'-9" 16'--8" 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" <br />U <br /> G .032 20'-4" 20'-S" 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'-1' 12'-9" 13'-3" 13'-11" 14'-11" <br /> E <br />S ~ <br />N ~oo .024 19'-9" 19'-10" 20'-1" 20'-1' 21'-,3" 16-4" 16'-6" 16-10" 17'-S" 18'.-2" 14'-3" 14'-S" 14'-10" 1S'-6" 16'-4" 12'-3" 12'-S" 12'-10" 13'-8" 14'--; <br />A U <br />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" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 1S'-4" 16'-3" < <br /> E <br />N ~O!l ~ .024 21'-7" 21'-9" 22'-0" 22'-S" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-7" 1S'-8" 1S'-9" 16'-2" 16'-9" 17'-1' 13'-S" 13'-1' 14'-0" 14'-8" 1s'-1' <br /> U - <br /> G .032 24'-11" 2S'-0" 2S'-3" 2S'-8" 26'-2" 20'-8" 20'-9" 21 '-1" 21-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-9" 1S'-6" 1S'-7" 16'-0" 16'-1' 17'-S" <br />L E <br />0 ~ .024 24'-11" 2S'-0" 2S'-,3" 2s'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21 '-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-8" 1S'-6" 1S'-1' 16'-0" 16'-1' 17'-S" <br />c ~O!l U <br />K G .032 28'-3" 28'-4" 28'-1' 28'-11" 29'-S" 23'-S" 23'-6" 23'-9" 24'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 1 7' -1' 17'-8" 17'--; 18'-1' 19'-3" <br /> E <br /> <br />REVISIONS <br /> <br />r--r--N <br /><J')NO <br />N<Doo <br /><J')NN <br />I I I <br />0l<J')"<t <br />N<J')<J') <br />Noooo <br />I I I <br />Ot<1t<1 <br />o~~ <br />000000 <br />l.....lx <br /><(<( <br />wUlL. <br />00 <br />-.....I <br />3 <br />z <br />o <br />i= <br /><( <br />z <br /> <br /> <br />~ <br />.Jill <br />~! <br />I-~ <br />U~ <br />:J~ <br />a:~ <br />...i <br />U1 <br /> <br />o <br /><(<( <br />00 <br />0:::- <br />0::: <br />~o <br />z.....l <br /><(lL. <br />m . <br />0:::0::: <br />::J<( <br />m::::i:r-- <br />V'lr-- <br />OO<D <br /><J').....I"<t <br />t<10t<1 <br /> <br />SCALE. <br /> <br />NONE <br /> <br />DATE: <br /> <br />7 94 <br />DRAWING N' <br />SPANCH28 <br /> <br />DRAWN BY; <br /> <br />SRD <br /> <br /> <br />[b@WIf'@[ft)@@ ~a ~[ft)[ft)@Wll'W\~a <br />CNlL ENGINEER - DEVELOPMENT CONSULTANT ~0(ij) <br />1139 HERBERT STREET ~~~ <br />PORT ORANGE. FLORIDA 32119 <br />TEL 904) 767-4774 <br /> <br />;;,,': <br />