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SECTION 7 SOLID ROOF PANEL PRODUCTS r- Io.~ I ' . v L L---- -1 n__ 48"--~- 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 - LOCK PANEL @ Table 7.4.2 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers Proprietary Products: 4M x 48M x 0.019M Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1 '.{I" 2'..oM 3' .{1M Region Load NONE l' .{1M 2'.{IM 3'.{I" 102 M.P.H. 17 1S'.11" 16'.1" 16'.S" 17'.1" 102 M.P.H. 30 12'.1" 12'.3" 12'.9" 13'-6" 110 M.P.H. 20 14'.10" 14'.11" 1S'.4" 1S'.11" 110 M.P.H. 35 11'.2" 11'.S" 11'.11" 12'.9" 120 M.P.H. 24 13'.7" 13'-9" 14'-2" 14'-10" 120 M.P.H. 41 10'-3" 10'.6" 11'-0" 11 '-11" 130 M.P.H. 28 12'-6" 12'-8" 13'.2" 13'-11" 130 M.P.H. 48 g'-6" 9'.8" 10'.3" 11'.3" 140 M.P.H. 32 11'-8" 11'.10 12'-4" 13'-1" 140 M.P.H. 56 8'-10" g'.O" 9'-8" 10'-8" 150 M.P.H. 37 10'.10" 11'-1" 11'-7" 12'.S" 150 M.P.H. 64 8'.3" 8'.S" 9'.2" 10'.2" 4" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE l' .{I" 2'..0" 3 '.{I " Region Load NONE l' .{I" 2' .{1M 3'.{I" 102 M.P.H. 17 17'-11.8'-4" 18'-11" 102 M.P.H. 30 13'.6" 13'-8" 14'-1" 14'-10" 110 M.P.H. 20 16'.8" 7'.1" 17'.8" 110 M.P.H. 35 12'-7" 12'.9' 13'-2" 13'-11' 120 M.P.H. 24 1S'.3" 15'-4" 1S'.9" 16'.S" 120 M.P.H. 41 11'-6" 11'-8" 12'-2" 12'-11' 130 M.P.H. 28 14'.1" 14'-3" 14'-8" 15'-4" 130 M.P.H. 48 10'-8" 10'-10" 11'-4" 12'-3" 140 M.P.H. 32 13'-1" 13'.2" 13'-8" 14'-4" 140 M.P.H. 56 9'-10' 10'-1" 10'.8' 11'.7" 150 M.P.H. 37 12'-2" 12'-4" 12'-10 13' - 7" 150 M.P.H. 64 9'-3" g'-s' 10'.1" 10'.11" 4" x 48" x 0.030" Panels Open Buildings Enclosed Buildings Wind - Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1 '.{I" 2'..0" 3'.{I" Region Load NONE l' .{1M 2' .{1M 3'..oM 102 M.P.H. 17 20'.8" 20'-9" 21'.0" 21'-6" 102 M.P.H. 30 1S'-7" 1S'-9" 16'-1" 16'.9' 110 M.P.H. 20 19'-2" 19'-3" 19'-7" 20'-1" 110 M.P.H. 35 14'-6" 14'-8" 1S'.0' 1S'.8" 120 M.P.H. 24 17'.7" 17'-8" 18'-0" 18'-7" 120 M.P.H. 41 13'.3' 13'-S" 13'.10" 14'.7" 130 M.P.H. 28 16'.3" 16'-4" 16'-8" 17'-3" 130 M.P.H. 48 12'-3" 12'-S' 12'.11' 13'-8" 140 M.P.H. 32 1S'.0" 1S'-2" 1S'-7" 16'-2" 140 M.P.H. 56 11 '-4' 11'.7" 12'.1' 12'-10' 150 M.P.H. 37 14'-1" 14'-2' 14'-7" 1S'-3" 150 M.P.H. 64 10'-7" 10'-10" 11'-4" 12'-2" Note: Total roof panel wictth = room Width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 ~ STRUCTALI: [ _UILDIND .VIIT.M. 350 BURBANK. OLDSMAR. FL 34677-4906 LOCAL (813) 855.2627 NATIONWIDE 1.800.969-3706 FAX 813 854-2802 SEAL PAGE 7-36 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.