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~ SECTION 5 ROOF OVER SYSTEMS I 1<- I ....l... , i I . I 0 -=::: .....c::: I 0 '7" I -.:t L-r 1 48.00R 1 1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY (PATENT # 4,769,963 AND 5,086,599) SNAP-N-LOCKPANEL@ SCALE: 3R = 1 '-{l" Table 5.3 Structall Building Systems Inc. Snap & Lock@ Composite Roof Panels Allowable Spans For Compos Ita Roof Panals @ Vartous Loads for Roof Ovel1l Manufactul1ll1l Proprtetary Product: Aluminum Alloy 3105 H-14, H-28 Foam Core E.P.S. l' Density 3" x 48" x 0.024" Panels 3" x 48" x 0,032" Panel. Wind Maximum Allowable Span Wind Maximum Allowable Span Region 1&2 3 4 Max Region 1&2 3 4 Max Span Span Span Cantilever Span Span Span Cantilever 100 M.P.H. 15'-3" 1T-1" 16'-6" 4'.{)" 100 M.P.H. 1T-11" 20'.{)R 19'-4" 4' .{)" 110 M.P.H. 13'-3R 14'-10" 14'-4" 4'.{)- 110 M.P.H. 1S'-7" 1T-5" 16'-10" 4'.{)" 120 M.P.H, 12'-2" 13'-8- 13'-2" 4'.{)- 120 M.P.H. 14'-4" 15'-11" 15'-5" 4' .{)" 123 M.P.H, 11'-11- 13'-4" 12'-10" 4'.{)- 123 M.P.H. 13'-11" 15'-7" 15'-1" 4'.{)" 130 M.P.H. 11'-3- 12'-7" 12'-2- 4'.{)- 130 M.P.H. 13'-3" 14'-10- 14'-4- 4'.{)- 140 M.P.H. 10'-11" 12'-2- 11'-9" 4' .{)" 140 M.P.H. 12'-9- 14'-4" 13'-10" 4' .{)" 150 M.P.H, 10'-2" 11'-4 " 10'-11" O'.{)" 150 M.P.H. 11'-11" 13'-4" 12'-11" 4'.{)- 4" x 48" x 0.024" Panels 4" x 48" x 0.032" Panels Wind Maximum Allowable Span Wind Maximum Allowable Span Region 1&2 3 4 Max Region 1&2 3 4 Max Span Span Span Cantilever Span Span Span Cantilever 100 M,P.H. 16'-9" 18'-9" 18'-1- 4'.{)- 100 M.P.H, 19'-10. 22'-2" 21'-S" 4'.{)" 110 M.P.H. 14'-6" 16'-3- 15'-8- 4'.{)- 110 M,P.H. 1 T-3- 19'-3" 18'-7" 4'.{)- 120 M.P.H. 13'-4" 14'.11" 14'-5" 4'.{)" 120 M,P.H. 15'-10" 1T-9" 1T-2- 4'.{)" 123 M.P.H. 13'-1" 14'-7" 14'-1" 4'.{)" 123 M.P.H. 15'-6" 1T-4" 16'-9- 4'.{)" 130 M.P.H, 12'-5" 13'-10" 13'-5" 4'.{)" 130 M.P.H. 14'-8" 16'-5" 1S'-10" 4' .{)" 140 M.P.H, 11'-11" 13'-4" 12'-11" 4'.{)" 140 M.P.H. 14'-2" 15'-10" 15'-4" 4' .{)" 150 M.P.H, 11'-2" 12'-6" 12'-1" 4'.{)" 150 M.P.H. 13'-3" 14'-9" 14'-3" 4' .{)" Note: Spans may be interpolated. Lawrence E. Bennett, P.E. ~ STRUCTALI: GML ENGINEER. DEVELOPMENT CONSUL TANT I _UILDINO BV_T.MB I P.O. BOX 4368. SOVTIi DAYTONA, Fl. 32121 TELEPHONE (386) 767-4774 350 BURBANK. OLDSMAR, FL 34677--4906 LOCAL (813) 855-2627 FAX (386) 767~56 NATIONWIDE 1--800-969-3706 SEAL FAJ< (813)854-2802 '"A.GE @ COPYRIGHT 2002 5-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.