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SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" RIser Penels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" .-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H, 17 11'.11. 12'-1. 12'.7" 13'.4. 14'... 102 M.P.H. 29 9'.1. 9'-4" 9'.11" 10'.11" 12'.2" 110 M.P,H. 20 10'.11. 11'.2. 11'-8. 12'-6" 13'.7. 110 M.P.H. 35 8'-4. 8'.6. 9'-3. 10'.3. 11'-6" 120 M.P.H. 23 10'-3" 10'-S" 10'-11. 11'-10" 12'-11" 120 M,P.H. 41 7'.8" 7'.11. 8'-8" g'-g" 11'.1" 125 M,P.H, 26 g'-7" 9'.10" 10'-S. 11'... 12'.6. 125 M.P.H. 45 7'.4" 7'.7" 8'-4. 9'-6" 10'.10" 1.0 M.P,H. 32 8'.8. 8'.11. g'-7" 10'-7" 11'.10. 1.0 M,P,H. 56 6'.7" 6'.10" 7'.8. 8'.11" 10'.4" 3" x 12" x 0,026" RIser Panels Open Buildings Enclosad Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'.0" 2'-0" 3'.0" .'.0" 102 M.P,H. 17 13'.11" 14'-1. 14'.6" IS'.2" 16'.0" 102 M,P.H. 29 10'.8" 10'.10" 11'.4" 12'.3" 13'.4" 110 M.P.H. 20 12'-10. 12'.11. 13'.S" 1.'.2" lS'.1" 110 M.P.H. 35 9'.8" 9'.11. 10'.6" 11'.S" 12'-7" 120 M.P.H. 23 11'.11. 12'.1" 12'-7" 13'.4" 14'-S" 120 M.P.H. 41 8'.11" 9'-2" 9'-10" 10'-9" 12'-0" 125 M.P.H, 28 11'.3" 11'.S" 11'-11" 12'.9" 13'.10. 12S M.P.H. 45 8'.7" 8'-9. g'-S" 10'-S" 11'-8" 140 M.P.H. 32 10'.2. 10'.4" 10'.11" 11'-9" 12'.11" 140 M.P.H, 56 7'.8" 7'-11" 8'-8" g'-g" 11'-1" 3" x 12" x 0.032" RIser Panel. --- Open Buildings Enc Iosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" '.'-0" 102 M.P,H. 17 IS'-S. lS'-6. 15'-11" 16'.6. 17'.4" 102 M.P.H. 29 11'.9" 11'.11" 12'-S" 13'-3" 14'.3" 110 M.P.H. 20 14'.2. 1.'.." 14'.9" IS'-S. 16'-3" 110M.P,H. 35 10'.9" 10'.11" 11'.S" 12'.3" 13'-S" 120 M.P.H. 23 13'.3" 13'.S" 13'.10. 14'-6" 1S'-6" 120 M.P.H. 41 9'.11" 10'.1. 10'.8" 11'-7" 12'-9" 125 M.P.H, 28 12'-S" 12'.7. 13'.1. 13'.10" 14'.10. 125 M.P.H. 45 g'.S" 9'.8" 10'-3" 11'.2" 12'.S" 140 M.P,H. 32 11'.3. 11'.S" 11'-11" 12'-9. 13'.9. 140 M.P.H. 56 8'-6. 8'-9" 9'-4. 10'-S" 11'.8" Note: Total roolpanel width = room width plus wall width plus olo<lrhanQ. Table 7.1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluninum Alloy 3105 H-28 Enclosed Buildl Wind Applied Wind Applied Overhan Condition Re Ion Load 3'-0" 4-0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" .'-0" 102 M.P.H. 17 IS'-I" IS'.11. 102 M.P,H. 29 10'-7" 10'.9" 11'-4" 12'-2" 13'-3" 110 M.P.H. 20 1.'.1" 15'.1" 110 M.P.H. 35 9'.8. 9'-10. 10'.5" 11'.4. 12'-6" 120 M.P,H. 23 13'-4" 14'... 120 M.P.H. 41 8'-11" 9'.1" g'.g" 10'.9" 11'.11" 125 M.P.H. 28 12'-8" 13'-9" 12S M,P.H. .S 8'-6" 8'.9" g'.S" 10'.S" 11'-8" 1.0 M,P.H. 32 11'-9" 12'.10" 1.0 M.P.H. 56 7'.7" 7'-10" 8'.7" 9'.8" 11'.,,, Enc losed Bulldln . Wind Applied Wind Applied Overha Condition Re Ion Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" .'-0" 102 M.P,H. 17 17'.3. 18'.0. 102 M.P,H. 29 12'-4. 12'.6. 12'.11" 13'-g" 14'.9" 110 M.P.H. 20 16'.1. 18'.11. 110 M.P.H. 3S 11'-3" 11'.S" 11'.11. 12'.9" 13'.10. 120 M.P,H. 23 IS'.1" 18'.0" 120 M.P.H. .1 10'.S" 10'-7" 11'.2. 12'.0" 13'.1" 128 M,P,H. 28 14'-4. IS'-4" 125 M.P.H. 45 9'.11" 10'.1. 10'.8. 11'-7" 12'.9" 140 M.P.H. 32 13'.3. 14'.3" 140 M.P.H. 56 8'-11" .9'.1. 9'.9" 10'.9" 11'-11" Enclosed Bulldln . Wind Applied Overhan Condition .'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" .'-0" 19'.7. 102 M.P.H, 29 13'.8. 13'-10. 1.'-3. 1.'.11" lS'-10" 18'-4. 110 M,P.H. 35 12'-S. 12'-7" 13'.1. 13'-10. 14'.10" 17'-4" 120 M.P ,H. 41 11'-6. 11'.8. 12'.2" 12'-11" 14'.0" 16'-6" 125 M.P.H. .5 10'-11. 11'.2. 11'.8. 12'.6. 13'.7" lS'-3" 140 M.P,H. 66 9'.10" 10'-1. 10'.8. 11'.6. 12'-8" Nelle: Total roolpanal widlh = room width plus wall width plus Qlo<lrhang. SEAL Lawrence E. Bennett, P.E. ava. ENO#EER . DEVELOAIENr COHSU. TANT P.O. BOX 4388, 80UTH DAYTONA, Fl 32121 TEU:AiONE (804) 787-4n4 FAX (804) 787-8558 PAGE 120 @ COPYRIGHT 1998 NOT TO BE REPRaXJCED N WHOlE OR N PART WIT1iOUT TlE WRITTEN PERM8SION OF LAWRENCE E. BE1H:IT, P.E.