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. SECTION 7 SOLID ROOF PANEL PRODUCTS r . ~ Ll 1 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-LOCKPANEL@ Table 7.4.2 Structall Building Systems Inc, Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacture,.. Proprietary Products: 4- x 48- x 0.019- Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-4" 2'-0- 3'-4- Region Load NONE 1'-4- 2'-4" 3'-4" 102 M.P.H, 17 15'-11" 16'-1" 16'.5" 17'.1" 102 M.P.H. 30 12'.1" 12'.3" 12'-9" 13'-6" 110 M.P.H. 20 14'-10" 14'-11 15'-4" 15'-11 110 M.P,H. 35 11 '_2" 11'.5" 11 '.11 12' .g" 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" g'-S" 10'.3" 11 '_3" 140 M.P.H. 32 11'-S" 11'.10 12'-4" 13'.1" 140 M,P.H. 56 S' -10" g'-O" g'.S" 10'-8" 150 M,P.H. 37 10'-10" 11'-1" 11'.7" 12'.5" 150 M,P.H. 64 S'-3" 8'-5" 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 1'-4" 2'-0" 3'-4" Region Load NONE 1'-4- 2'-4- 3'-4" 102 M.P.H. 17 17'-11" WI 18'''. 18'.11 102 M.P.H. 30 13'-6" 13'.8" 14'-1" 14'.10" 110 M.P.H. 20 16'-8" 17'.1" 17'.8" 110 M.P,H. 35 12'.7" 12',9" 13'.2" 13'-11 120 M.P.H. 24 15'.3" -4" 15'-9" 16'-5" 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'-S" 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'-S" 11'.7" 150 M.P.H. 37 12'-2" 12'-4" 12'-10" 13'.7" 150 M.P.H. 64 9'-3" 9'-5" 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'-4" 2'-0- 3'-4" Region Load NONE 1'-4- 2'-4- 3'-4- 102 M.P.H. 17 20'.S" 20'-9" 21'.0" 21'.6" 102 M.P.H. 30 15'-7" 15'.9" 16'.1" 16' -goo 110 M.P.H, 20 19'-2" 19'-3" 19'-7" 20'.1" 110 M.P.H, 35 14'-6" 14'.S" 15'.0" 15'-8" 120 M.P.H, 24 17'.7" 17'-8" 18'.0" 18'-7" 120 M.P.H, 41 13'-3" 13'-5" 13'.10 14'.7" 130 M.P.H. 28 16'-3" 16'-4" 16' -S" 17'.3" 130 M.P,H. 48 12'-3" 12'-5" 12'-11 13'-8" 140 M.P.H. 32 15'-0" 15'-2" 15'-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" 15'-3" 150 M.P.H, 64 10'.7" 10'-10" 11'-4" 12'-2" Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368. SOUTH DAYTONA. Fl 32121 TELEPHONE (904) 767-4774 FAX (904) 767.0556 ~ BTRUCTALI.: BUILDINa eveT.Me SEAL 350 BURBANK. OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969.3706 FAX 813 854-2802 PAGE 7-36 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.