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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />SECTION 7 <br /> <br />r <br /> <br />. <br />~ <br /> <br />L-l <br /> <br />48" <br /> <br />1 <br /> <br />FoAM - 1.0# DENSITY E.P.S. <br />AtUMINUM 3105 H-14 OR H-25 ALLOY <br />PATENT # 4,769,963 AND 5,086,599 <br /> <br />SNAP - N - LOCK PANEL @ <br />SCALE: 1/4" = 1" <br /> <br />.F.1i'1~4I(;W" Structall Building Systems Inc. Snap & lock @ Composite Roof Panels <br />Allowable Spans for Composite Roof Panels @ Various Loads <br />Manufacturers Proprietary Products:, <br /> <br />4" x 48" x 0.019" Panels <br /> OD n Buildinas Enclosed BulldinQs <br />Wind Applied Overhan~ Condition Wind Applied Overhan~ Condition <br />ReQidn' Load NONE 1'.0" 2'.0" 3'..0" Reaion Load NONE 1'.0" 2'.0" 3'..0" <br />102 M.P.H. 17 15'.11" 16'.1" 16'.6" 17'.1" 102 M.P.H. 29 12'.3" 12'-5" 12'-10" 13'.S" <br />110 M.P.H. 20 14'.9" 14'.10" 15'.3" 15'.11" 11~M.P.H. 35 11'.2" 11'.4" 11'-10" 12'.S" <br />120 M.P.H. 23 13'.9" 13'.11" 14'.4" 14'.11" 120 M.P.H. 41 10'.3" 10'-6" 11'.0" 11'.11" <br />125 M.P.H. 28 12'.11" 13'.1" 13'.6" 14'.3" 125 M.P.H. 45 9'.10" 10'.0" 10'.7" 11'.6" <br />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'-S" <br />4" x 48" x 0.024" Panels <br /> ODen Buildinas Enclosed Buildings <br />Wind Applied Overhan~ Condition Wind Applied OverhanQ Condition <br />Reaion Load NONE 1'.0" 2'..0" 3'..0" Region Load NONE 1'.0" 2'.0" 3'.0" <br />102 M,P,H, 17 1 ".11" 18'-0" 18'-4" 18'-11" 102 M.P.H, 29 13'-9" 13',10" 14'.4' 14'.11" <br />110 M,P.H. 20 16'.6" 16'.8" 17'-0" 17'.7" 110 M.P.H. 35 12'.6" 12'-8" 13'-1" 1:",10" <br />120 M.P.H. 23 15'.5" 15'.7" 15'-11" 16'.6" 120 M.P.H. 41 11'.7" 11'-9" 12'-3" 13'-0" <br />125 M.P.H. 26 14'.6" 14'-8" 15'.0" 15'.8" 125 M.P.H. 45 11'-0" 11'-2" 11'-9" 12'-7" <br />140 M.P.H. 32 13'.1" 13'-3" 13'.8" 14'.5" 140 M.P.H. 56 9'-11" 10'.1" 10'-8' 11'.'1" <br />4" x 48" x 0.030" Panels <br /> ODe n BuildinQs Enclosed Buildinas <br />Wind Applied Overhana Condition Wind Applied Overhan Condition <br />ReQion Load NONE 1'.0" 2'.0" 3'..0" ReQion Load NONE 1'.0" 2'.0" 3'..0" <br />102 M.P.H. 17 20'-8" 20'.9" 21'.1" 21'.6" 102 M.P.H. 29 15'.10" 15'.11" 16'-4" 16'.11" <br />110 M.P.H. 20 19'.1" 19'.2" 19'.6" 19'.11" 110 M.P.H. 35 14'.5" 14'.6" 14'-11" 15'.7" <br />120 M.P.H. 23 17'.9" 17'.11" 18'-3" 18'.9" 120 M.P.H. 41 13'.4" 13'.5" 13'-11" 14'.7" <br />125 M.P.H. 26 16'.8" 16'-10" 17'.2" 17'.9" 125 M.P.H. 45 12'.8" 12'-10" 13'.4" 14'-1" <br />140 M.P.H. 32 15'.1" 15'.2" 15'.7" 16'.3" 140 M.P.H. 56 11'.5" 11'-7" 12'-1" 12'.10" <br /> <br />Note: Total roof panel width = room width plus wall width plus overhang, <br /> <br />~ <br />BTRUCTALb <br />.UILDING .V.T_M. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />PO BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />350 BURBANK. OLDSMAR. FL 34677.4906 <br />LOCAL (B13) B55-2627 <br />NA TIONWI DE 1-BOO-969-3706 <br />FAX B13 B54.2B02 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P I' <br /> <br />PAGE <br /> <br />195 <br />