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SECTION 7 SOLID ROOF PANEL PRODUCTS '""\ I I ~~- t I . v I i ,1<--- 48" 1.0 # DENSITY EPS. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL @ , --------~- - -1 Table 7.4.2 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers 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'~" 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 1 02 M.P.H. 17 1S'-11" 16'-1" 16'-S" 11'-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'-5" 150 M.P.H. 64 8'-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'~N I 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 102 M.P.H. 17 ":~if4. 18'-11" 1 02 M.P.H. 30 13'-6" 13'-8" 14'-1" 14'-10" 110 M.P.H. 20 16'- 1 1'-1" 11'-8" 110 M.P.H. 35 12'-7" 12'-9" 13'-2" 13'-11" 120 M.P.H. 24 1S'-3" 1 '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" 1 S'-4" 130 M.P.H. 48 10'-S" 10'-10" 11'-4" 12'-3" 140 MP.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'~" 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 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" 15'-0" 15'-8" 120 MPH. 24 17'-7" 11'-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'-8" 11'-3" 130 M.P.H. 48 12'-3" 12'-5" 12'-11 13'-8" 140 M.P.H. 32 15'-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" Nole: Total roof panel width = room Width plus wall width plus overhang. Lawrence E. Bennett, P. E. CIVIL ENGINEER. DE VEL OPMENT CONSUL T ANT POBOX 4368. SOUTH DAyTONA rl 12' 2' TELEPHONE (904) 767-4774 FAX (904) 767'<;5'>6 ~ STRUCTALL: I .UILDtNO .VIIT.MB I 350 BURBANK, OLDSMAR. FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-BOO-969-3706 FAX B13 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.