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<br /> SOLID ROOF PANEL PRODUCTS SECTION 7
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<br /> FOAM - 1.0# DENSITY E.P.S,
<br /> ALUMINUM 3105 H-14 OR H-25 ALLOY
<br /> PATENT # 4,769,963 AND 5,086,599
<br /> SNAP - N - LOCK PANEL @
<br />Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads
<br /> Structall Building Systems Inc, Snap & Lock @ Composite Roof Panels
<br /> Manufacturers Proprietary Products:
<br />3" x 48" x 0,019" Panels
<br /> O~en BUildings Enclosed Buildings
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
<br />102 M,P,H. 17 14'-7" 14'-8" 15'-1 " 15'-9" 102 M,P.H, 29 11 '-2" 11 '-4" 11 '-1 0" 12'-8"
<br />110 M,P.H, 20 13'-5" 13'-7" 14'-0" 14'-8" 110 M,P,H. 35 10'-2" 10'-4" 10'-11 " 11 '-9"
<br />120 M.P.H, 23 12'-6" 12'-8" 13'-2" 13'-11" 120 M,P,H, 41 9'-4" 9'-7" 10'-2" 11 '-2"
<br />125 M,P,H. 26 11'-9" 11'-11" 12'-5" 13'-3" 125 M,P,H, 45 8'-11 " 9'-2" 9'-10" 10'-9"
<br />140 M,P.H, 32 10'-7" 10'-10" 11'-4" 12'-2" 140 M,P,H. 56 8'-0" 8'-3" 8'-11 " 10'-0"
<br />3" x 48" x 0.024" Panels
<br /> Ollen Buildings Enclosed BUildings
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
<br />102 M,P,H. 17 16'-4" 16'-6" 16'-10" 17'-5" 102 M.P,H. 29 12'-6" 12'-8" 13'-2" 13'-10"
<br />110M,P.H. 20 15'-1 " 15'-2" 15'-7" 16'-3" 110 M,P,H, 35 11 '-5" 11 '-7" 12'-1 " 12'-10"
<br />120 M.P.H, 23 14'-1 " 14'-2" 14'-7" 15'-3" 120 M,P,H, 41 10'-6" 10'-9" 11 '-3" 12'-1 "
<br />125 M,P.H, 26 13'-3" 13'-4" 13'-10" 14'-6" 125 M,P,H, 45 10'-1 " 10'-3" 10'-10" 11 '-8"
<br />140 M,P,H, 32 11'-11" 12'-1 " 12'-7" 13'-4" 140 M,P,H, 56 9'-0" 9'-3" 9'-10" 10'-10"
<br />3" x 48" x 0,030" Panels
<br /> Open Buildings Enclosed Buildings
<br />Wind Applied Overhang Condition Wind Applied ' Overhang Condition
<br />Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
<br />102 M,P.H, 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M,P.H, 29 14'-5" 14'-7" 14'-11" 15'-7"
<br />110 M.P.H. 20 17'-4" 17'-6" 17'-10" 18'-4" 110 M,P,H, 35 13'-1 " 13'-3" 13'-9" 14'-5"
<br />120 M,P,H. 23 16'-2" 16'-4" 16'-8" 17'-3" 120 M,P,H, 41 12'-1 " 12'-3" 12'-9" 13'-6"
<br />125 M,P.H, 26 15'-3" 15'-4" 15'-9" 16'-4" 125 M,P,H, 45 11 '-7" 11 '-9" 12'-3" 13'-0"
<br />140 M,P.H, 32 13'-9" 13'-10" 14'-3" 14'-11" 140 M,P,H. 56 10'-4" 10'-7" 11 '-1" 11'-11"
<br />Note: Total roof panel width = room width plus wall width plus overhang, -
<br /> ~ Lawrence E. Bennett, P.E.
<br /> STRUCTALI: ctVl. ENGH%R - DEVELOPMENT' CONSU.TANT
<br /> I .UILDINO BVBT.MB I P,O, BOX 4368, SOUTH DAYTONA, FL 32121
<br />350 BURBANK, OLDSMAR, FL 34677-4906 TEl.EPHofE (904) 767-4774
<br /> LOCAL (613) 655-2627 FAX (904) 767-6556
<br />NA TIONWDE 1- 800- 989- 3708
<br /> FAX (813) 854-2802 SEAL
<br />@ COPYRIGHT 1998 PAGE
<br />NOT TO BE REPRODUCED H WHOlE OR H PART WfTHOUT Tl-E WRrTlEN f'ERYSSION OF LAWRENCE E. BENETr, P.E. 133
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