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SOLID ROOF PANEL PRODUCTS SECTION 7 r . M L 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 - LOCK PANEL @ Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E,P.S, 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 30 10'-11 11'-2" 11'-8" 12'-6" 110 M.P.H. 20 13'-6" 13'-8" 14'-1" 14'-9" 110 M.P.H. 35 10'-2" 10'-5" 10'-11 11'-10" 120 M.P.H. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'-1" 130 M.P.H. 28 11'-5" 11'-7" 12'-1" 12'-11 130 M.P.H. 48 8'-8" 8'-10" 9'-6" 10'-6" 140 M.P.H. 32 10'-7" 10'-9" 11'-4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0" 150 M.P.H. 37 9'-11" 10'-1" 10'-8" 11'-7" 150 M.P.H. 64 7'-6" 7'-9" 8'-6" 9'-7" 3" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-4" 16'-5" 16'-10; 17'-5" 102 M.P.H. 30 12'-4" 12'-6" 12'-11; 13'-9" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-5" 11 '-8" 12'-2" 12'-11' 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-6" 10'-8" 11'-3" 12'-1" 130 M.P.H. 28 12'-10" 12'-11 13'-5" 14'-2" 130 M.P.H. 48 9'-8" 9'-11" 10'-6" 11'-5" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-4" 140 M.P.H. 56 8'-11" 9'-3" 9'-10" 10'-10 150 M.P.H. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 8'-5" 8'-S" g'-4" 10'-4" 3" x 48" x 0.030" Panels Open Buildings Enclosed Buildings ..-. Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'..0" 102 M.P.H. 17 18'-10; 18'-11" 19'-3" 19'-9" 102 M.P.H. 30 14'-2" 14'-4" 14'-9" 15'-5" 110 M.P.H. 20 17'-5" 17'-7" 17'-11 18'-5" 110 M.P.H. 35 13'-2" 13'-4" 13'-9" 14'-6" 120 M.P.H. 24 15'-11" 16'-1" 16'-6" 17'-1" 120 M.P.H. 41 12'-1" 12'.3" 12'-9" 13'-6" 130 M.P.H. 28 14'-9" 14'-11" 15'-4" 15'-11 130 M.P.H. 48 11'-2" 11'-4" 11'-10' 12'-8" 140 M.P.H. 32 13' -S" 13'-10- 14'-3" 14'-1.p 140 M.P.H. 56 10'-4" 10'.7" 11'-1" 11'-1.p 150 M.P.H. 37 12' -g" 12'-11" 13'-5" 14'-2" 150 M.P.H. 64 9'-8" 9'-10" 10'-6" 11'-5" Note: Total roof panel width = room width plus wall width plus overhang. ~ BTRUCTALI! .UILDING .V.T.M. I 350 BURBANK. OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 FAX 813 854-2802 Lawrence E. Bennett, P. E. eML ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368. SOUTH DAYTONA, Fl32121 TELEPHONE (904) 767-4n4 FAX (904) 767~ @ COPYRIGHT 2000 NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SEAL PAGE 7-35