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<br /> 2' x 7' x 0.078" SNAP EXTRUSION <br /> ," Y1" <br /> Y- ~ - A = 1.53 in2 <br /> WT = 1.83 p.l.f. <br /> ~ Ix = 9.68 in 4 <br /> ".; <br /> Sx = 2.76 in:3 <br /> x 6063- T6 <br /> 0.078' ~ <br /> ".; <br /> NOTE: NO FASTENING REQUIRED WITH POSITIVE <br /> FIT OF MATED SECTIONS. . <br /> ~ ---' <br /> DESIGN SP ACING <br />DESCRIPTION 'LOAD 3' 4' 5' 6' 7' 8' 9' 10' <br />GLASS ROOF OR WALL <br />100 mph 22 pst 15'-8' 14'- 3' 13'- 2' 12'-6' 11' -10' 11'-3' 10'-10' 10'-6' <br />110 mph 26 psf 14'-9' 13'-6' 12'-6' 11 '-9' 11' - 2' 10' - 8' 10'-3' 10' - 0' <br />120 mph 31 pst 14' -0' 12'-B' 11 '-9' 11'-1' 10' - 7' 10'-1" 9'-8' 9'-4' <br /> 2' x 4" x 0.044" x 0.120" SELF -MA TING EXTRUSION <br /> Y <br /> 1" , 1" <br /> --' <br /> pv 1[1 STITCH WITH 1 #8 S.M.S. @ 24" O/C <br /> N TOP AND BOTTOM <br /> A = 0.76 in <br /> WT = 0.91 p.1. f. <br /> x <br /> Ix = 1.96 in <br /> 0.044' -; l"- <br /> N Sx = 0.98 in <br /> N <br /> I? If 6063- T6 <br /> ~ <br /> , r --' <br />DESCRIPTION DESIGN SPACING <br /> LOAD 3' 4' 5' 6' 7' 8' 9' 10' <br />GLASS ROOF OR WALL <br />100 mph 22 pst 9'-3' 8'-4' 7'- 9' 7'-4' 7'-0' 6'-8' 6'-4' 6'-2' <br />110 mph 26 psf 8'-:-9' 8'-0' 7'-4' 7'-0' 6'-7' 6'-3' 6'-1' 5'-10' <br />120 mph 31 pst 8'-3' 7'-6' 7'-0' 6'-7' 6'-2' 6'-0' 5'-9' 5'-7' <br /> REFER TO SPAN TABLE GENERAL NOTES" FOR CRITERIA AND UMITA TIONS <br /> WARNING: These drawings ore intended os 0 minimum guideline to normal, proper installation. <br /> SpeCial application or local codes may require review by 0 professionol engineer. <br />e DATE: 01- 90 <br /> THE ALUMINUM ASSOCIATION OF FLORIDA, INC. <br /> 6611 INDUSTRIAL AVENUE SECTION: <br /> 13 <br /> PORT RICHEY, FLORIDA 34668 PACE <br /> <ORIQt- 03 <br /> CO COPYRIGHT, 1989' Not to be reproduced in whole or in port without written permission <br /> . from THE ALUMINUM ASSOCIA nON OF FLORIDA. INC. <br /> -- <br /> <br />'J <br /> <br />.~ ) <br /> <br />"\ <br />' ) <br /> <br />~. ) <br /> <br />) <br /> <br />~J <br /> <br />.J <br />