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00-9653
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Last modified
11/30/2006 6:31:15 AM
Creation date
9/19/2006 6:35:49 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9653
Building Department - Name
SPENCER,SHAWN
Address
38064 LAWANDA LP
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<br />SECTION 7 <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />.F.'1i1~."" Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H-14 or H-25 <br /> <br />3" x 12" x 0.019" Riser Panels <br /> .oDen BuildinQs Enclosed BuildinQs <br />Wind Applied Overhang Condition Wind Applied Overhang Condition <br />Region Load NONE 1'-0" 2'-0" 3'-0" 4-0" Region Load NONE 1'.0" 2'-0" 3'-0" 4'.0" <br />102 M.P.H. 17 10'.11" 11'-2" 11'_8" 12'-6" 13'-7" 102 M.P.H. 29 8'.5" 8'-7" 9'-4" 10'-4" 11'.7" <br />110 M.P.H. 20 10'-1" 10'-4" 10'-10" 11'-9" 12'-11" 110 M.P.H. 35 7'-8" 7'-11" 8'_7" 9'-9" 11'-1" <br />120 M.P.H. 23 9'_5" 9'.8" 10'.3" 11'.2" 12'.4" 120 M.P.H. 41 7'-1" 7'-4" 8'_1" 9'-3" 10'-8" <br />125 M.P.H. 26 8'.10" 9'_1" 9'_9" 10'-8" 11'-11" 125 M.P.H. 45 6'-9" 1'.0" 7'_10" 9'_0" 10'_5" <br />140 M.P.H. 32 7'-11" 8'-3" 8'_11" 9'.11" 11'_4" 140 M.P.H. 56 6'_0" 6'-4" 7'_3" 8'_6" 10'-0" <br />3" x 12" x 0.026" Riser Panels <br /> ODen Buildings Enclosed Buildings <br />Wind Applied Overhang Condition Wind Applied Overhang Condition <br />Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" <br />102 M.P.H. 17 13'-11" 14'-1" 14'_6" 15'-2" 16'.0" 102 M.P.H. 29 10'.8" 10'-10" 11' -4" 12'_3" 13'_4" <br />110 M.P.H. 20 12'-10" 12'-11" 13'_5" 14'.2" 15'-1" 110 M.P.H. 35 9'_8" 9'_11" 10'.6" 11'_5" 12'-7" <br />120 M.P.H. 23 11 '_11" 12'_1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'.11" 9'_2" 9'_10" 10'-9" 12'_0" <br />125 M.P.H. 26 11'-3" 11'_5" 11 '-11" 12'.9" 13'_10" 125 M.P.H. 45 8'-7" 8'_9" 9'_5" 10'-5" 11'_8" <br />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" 9'_9" 11'-1" <br />3" x 12" x 0.032" Riser Panels <br /> ODen Buildings Enclosed Buildings <br />Wind Applied Overhang Condition Wind Applied Overhang Condition <br />Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" <br />102 M.P.H. 17 15'_5" 15'-6" 15'-11" 16'-6" 17'-4" 102 M.P.H. 29 11'-9" 11'-11" 12'_5" 13'-3" 14'.3" <br />110 M.P.H. 20 14'_2" 14'-4" 14'_9" 15'-5" 16'-3" 110 M.P.H. 35 10'-9" 10'-11" 11'-5" 12'.3" 13'-5" <br />120 M.P.H. 23 13'-3" 13'_5" 13'-10" 14'-6" 15'-6" 120 M.P.H. 41 9'-11" 10'-1" 10'-8" 11 '-7" 12'-9" <br />125 M.P.H. 26 12'_5" 12'-7" 13'_1" 13'-10" 14'-10" 125 M.P.H. 45 9'_5" 9'_8" 10'_3" 11'_2" 12'.5" <br />140 M.P.H. 32 11'-3" 11'.5" 11'-11" 12'-9" 13'_9" 140 M.P.H. 56 8'-6" 8'_9" 9'-4" 10'_5" 11'-8" <br /> <br />Note: Total roof panel width = room width plus wall width plus overhang, <br /> <br />.F.'1i1~.ItI. Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H-28 <br /> <br />3" x 12" x 0.019" Riser Panels <br />o en Buildin s <br />Overhan Condition <br />1'-0" 2'-0" 3'-0" 4.0" <br />12'-11" 13'-4" 14'_1" 15'-0" <br />11 '-11" 12'_5" 13'_2" 14'_2" <br />11'_1" 11'_8" 12'_6" 13'-7" <br />10'_6" 11'-0" 11'-11" 13'-0" <br />9'-6" 10'_1" 11'_1" 12'_3" <br /> <br />Wind <br />Re ion <br />102 M.P.H. <br />110 M.P.H. <br />120 M.P.H. <br />125 M.P.H. <br />140 M.P.H. <br /> <br />Applied <br />Load <br />17 <br />20 <br />23 <br />26 <br />32 <br /> <br />NONE <br />12'-9" <br />11'-9" <br />10'-11" <br />10'-3" <br />9'_3" <br /> <br />Wind <br />Re ion <br />102 M.P.H. <br />110 M.P.H. <br />120 M.P.H. <br />125 M.P.H. <br />140 M.P.H. <br /> <br />Enclosed Buildin s <br />Applied Overhan Condition <br />Load NONE 1'-0" 2'-0" 3'.0" <br />29 9'_9" 9'-11" 1 0'_6" 11 '_5" <br />35 8'.10" 9'-1" 9'_3" 1 0'.8" <br />41 8'_2" 8'_5" 9'_1" 10'.2" <br />45 7'_10" 8'_1" 8'-9" 9'-10" <br />56 7'_0" 1'_3" 8'.1" 9'_3" <br /> <br />4'-0" <br />12'-7" <br />11'.11" <br />11'_5" <br />11'_2" <br />10'-8" <br /> <br />3" x 12" x 0.026" Riser Panels <br /> 0 en Buildin s Enclosed Buildin s <br />Wind Applied Overhan Condition Wind Applied Overhan Condition <br />Re ion Load 1'-0" 2'-0" 3'-0" 4'.0" Re ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0" <br />102 M.P.H. 17 16'-3" 16'-8" 17'-3" 18'-0" 102 M.P.H. 29 12'-4" 12'_6" 12'-11" 13'-9" 14'-9" <br />110 M.P.H. 20 15'-0" 15'_5" 16'_1" 16'-11" 110 M.P.H. 35 11'_3" 11'_5" 11'-11" 12'-9" 13'-10" <br />120 M.P.H. 23 14'.0" 14'-5" 15'-1" 16'_0" 120 M.P.H. 41 10'-5" 10'-7" 11'-2" 12'-0" 13'-1" <br />125 M.P.H. 26 13'-2" 13'.8" 14'-4" 15'-4" 125 M.P.H. 45 9'.11" 10'-1" 10'_8" 11'-7" 12'-9" <br />140 M.P.H. 32 11'-11" 12'-5" 13'_3" 14'-3" 140 M.P.H. 56 8'-11" 9'_1" 9'-9" 10'_9" 11 '_11" <br /> <br /> <br /> Enclosed Buildin s <br />Wind Applied Wind Applied Overhan Condition <br />Re ion Load 3'-0" 4'.0" Re ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0" <br />102 M.P.H. 17 18'-10" 19'-7" 102 M.P.H. 29 13'-8" 13'-10" 14'-3" 14'-11" 15'-10" <br />110 M.P.H. 20 17'_6" 18'-4" 110 M.P.H. 35 12'-5" 12'-7" 13'.1" 13'-10" 14'-10" <br />120 M.P.H. 23 16'-6" 17'-4" 120 M.P.H. 41 11'-6" 11'-8" 12'_2" 12'-11" 14'-0" <br />125 M.P.H. 26 15'_8" 16'.6" 125 M.P.H. 45 10'-11" 11'-2" 11'_8" 12'-6" 13'-7" <br />140 M.P.H. 32 14'_4" 15'-3" 140 M.P.H. 56 9'-10" 10'_1" 10'-8" 11'-6" 12'-8" <br />Note: Total roof panel width = room width plus wall width plus overhang <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT <br />PO BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />'- <br /> <br />PAGE <br /> <br />178 <br /> <br />@ COPYRIGHT 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE <br />
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