Laserfiche WebLink
<br />~(Q)lf~ <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 A WALL OR ROOF APPLICATION. <br /> <br /> ~~~[p)CJ~Jc~[L(Q)~[K\ ~[M~[L(Q)~~[Q) ~lf[g1(UJ~u(UJ[g1~ ~~~~(UJ~ ~[p)~~ ~~~[g1u <br />~(Q)~[P)(Q)~~U~ [p)~[M~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. <br /> L TI1K. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br /> u l~ .024 14'-3" 14'-5" 14'-10" 1S'-6" 16'-4" 12'-6" 12'-1' 13'-2" 13'-11" 14' -10" 11'-1' 11'__9"c' <;2'-3" 13'-0" 14'-1" <br /> M ~oo <br /> ALUMINUM I u <br /> G .032 1S'-11" 16'-11" 16'-S" 1 7' - 0" 17'-10" 14'-0" 14'-1" 14'-6" 1S'-3" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 1S'-2" <br /> < < < <<~ < < < N E <br /> , ... U G .024 16'-S" 16'-6" 1 7' - 0" 17'-10" 13'-11" 14'-1" <br /> . . . . . < < < . . , . . : , , < < < A 1S'-11" 14' - 6" 15-2" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 1S'-2" <br /> . . . . , < M ~OO U <br /> , < FOAM, G .032 18'-4" 18'-S" 18'-9" 19'-3" 20-Q" 16'-1" 16'-3" 1 6'-1 17'-1" 18'-0" 14'-10" 15'-0" '5'-S" 16'-0" 16'-11" <br /> -.: ~.. < , < <",~ ~ E <br /> , . . . <br /> . . . . . . . . s I~ <br /> . . . . . . . '<~' , < < N .024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6" 1S'-8" 1S'-9" 16'-1" 16'-9" 17'-1 14'-S" 14'-1' 1S'-0" 1S'-8" 16'-6" <br /> < < < , < < . . . . .. ". , < < , , A @OO U <br /> . . . . . . . , . . , , . . , < , p G .032 21'-S" 22'-0" <br /> E 20'-6" 20'-1 20'-11" 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 17'-8" 18'-5" <br /> ALUMINUM I~ .024 19'-6" 19'-1' 19'-11" 20'-S" 21'-'" 17'-1" 17'-3" 1 7'-1' , 8'-2" '8'-1'" '5'-10" 1S'-1 ," '6'-4" 16'-11" 1 7' - 9" <br /> N ~OO <br /> U <br /> G .032~ 22'-6" 22'-1' 22'-10" 23'-3" 23'-1 ," '9'-9" 19'-10" 20'-2" 20'-8" 21'-4" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" <br /> FOAM - 1.0# DENSI1Y E.P.S. L E <br />ALUMINUM- 3105-H14/H25 ALLOY 0 I~ .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" '8'-8" 19'-2" 19'-11" <br /> C ~OO u <br />PATENT # 4,769,963 & 5,086,599 K G .032 2S'-o' 2s'-1' 25'-10" 26'-3" 26'-9" 22'-S" 22'-6" 22'-9" 23'-2" 23'-10" 20'-8" 20'-10" 2' '-1" 21'-1' 22'-2" <br /> E <br /> ~[L Uo ~lM~[L(Q)~~[Q) ~U[g1(UJ((;U(UJ[g1~ ~~o ~[p)~~ ~[HJ~[g1u [Q)~~[Q) ~ [L~~~ [L(Q)~[Q) ~lM[Q) ! (Q)[g1 ~~(Q)~ ~(Q)~[Q) <br />A PANEL LOADING DL + LL @ 22 #/5Q. FT. DL + LL @ 32 1115 Q. FT. DL + LL @ 42 #/5Q. FT. DL + LL @ 57 #/5Q. FT. <br />L TI1K. OVERHANG 0' l' . 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br />u ~ .024 1S'-10" 15'-1 ," 16'-4" 16'-' 1" , 7' - 9" 13'-1" 13'-3" 13'-8" 14'-S" 1S'-4" 11'-S" 11'-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-1 11 '-6" 12'-1' <br />M ~OO <br />I U <br />G .032 17'-8" 1 7' - 9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 1S'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14' -fj' 15'-1" 10'-11" 11 ,-," 11'-8" 12'-6" 13'-6" <br />N E <br />U G .024 17'-1' 17'-9" 18'- ," 18'-1' 19'-4" 14'-1' 14'-9" 15'-2" 15'-9" 16'-8" 12'-9" 12'-1 ," 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" <br />M ~OO A <br />U <br /> G .032 20'-4" 20'-S" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-1 ," 18'-8" 14'-8" 14'-10" 1S'-3" 15'-10" 16'-9" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" <br /> E <br />S X <br />N ~oo .024 19'-9" 19'-10" 20'-1" 20'-1 21'-3" 16-4" 16'-6" 16-1 a" 1 7' - S" 18'-2" 14'-3" 14'-S" 14'-1 a" 1S'-6" 16'-4" 12'-3" 12'-S" 12'-10" 13'-8" 14'-1' <br />A u <br />P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-1 ," 19'-3" 19'-9" 20'-6" 16'-S" 16'-1' 16'-11" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 15'-4" 16'-3" <br /> E <br /> -G .024 21'-1 21'-9" 22'-0" 22'-S" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 15'-8" 1S'-9" 16'-2" 16'-9" 17'-1' 13'-S" 13'-1' 14'-0" 14'-8" 1s'-1' <br />N ~oo A <br /> U <br /> G .032 24'-1 ," 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" lS'-6" 15'-1' 16'-0" 16'-1' 17'-5" <br />L E <br />0 G .024 24'-1 ," 2S'-0" 25'-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" 15'-6" 1S'-1' 16'-0" 16'-1' 17'-5" <br />C ~oo A <br />U <br />K G .032 28'-3" 28'-4" 28'-1 28'-1 ," 29'-S" 23'-S" 23'-6" 23'-9" 24'-2" 24'-9" 20'-0' 21'-4" 22'-0" 17'-1' 17'-8" 17'-1' 19'-3" <br /> E 20'-6" 20'-10" 18'-1' <br /> <br />REVISIONS <br /> <br />I'-I'-N <br />IJ"lNO <br />NlOOJ <br />IJ"lNN <br />I I I <br />0'l1J"l'<t <br />NIJ"lIJ"l <br />NOJOJ <br />I I I <br />Ol""ll""l <br />o~~ <br />OJ OJ OJ <br />;"-lX <br /><(<( <br />wUlL.. <br />00 <br />--l <br />~ <br />Z <br />o <br />i= <br /><( <br />z <br /> <br /> <br />~ <br />.J1Il <br />~! <br />I-~ <br />U~ <br />:l~ <br />a:~ <br />I-i <br />UJ <br /> <br />o <br /><(<( <br />00 <br />0::- <br />0:: <br />~o <br />z-l <br /><(lL.. <br />m . <br />0::0:: <br />:)<( <br />m~I'- <br />U11'- <br />OOlO <br />1J"l-l'<t <br />l""l0l""l <br /> <br />SCALE, <br /> <br />NONE <br /> <br />DATE: <br /> <br />7 94 <br /> <br />DRAWING ;I: <br />SPANCH28 <br /> <br /> <br />DRAWN BY: <br /> <br />SRD <br /> <br />SEAL <br /> <br />~WV'@ml@@ ~o [ID@mlml@W~ L9o~o <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~~ <br />11 J9 HER8ERT STREET . <br />PORT ORANGE. FLORIDA 32119 <br />TEL< (904) 767-4774 <br /> <br />FOR ONE PERMIT ONLY <br />