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99-9003
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99-9003
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Last modified
3/4/2009 4:08:17 PM
Creation date
9/6/2006 9:14:06 AM
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Building Department
Permit #
99-9003
Building Department - Name
VANVOORHIS,CHARLES
Address
39525 QUARTZ DR
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<br />SECTION 7 <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />.F.1i1~A"" 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 /> Open Buildinlls Enclosed Buildioos <br />Wind Applied Overhang Condition Wind Applied Overhano Condition <br />ReQion Load NONE 1'-0" 2'.0" 3'-0" 4-0" ReQion 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 1'.8" 1'-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 1'.1" 1'.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" 1'-10" 9'.0" 10'.5" <br />140 M.P.H. 32 1'.11" 8'.3" 8'-11" 9'.11" 11'-4" 140 M,P.H. 56 6'.0" 6'.4" 1'.3" 8'.6" 10'.0" <br />3" x 12" x 0.026" Riser Panels <br /> Open Buildinas Enclosed BuildinGs <br />Wind Applied Overhanll Condition Wind Applied Overhaoo Condition <br />Reo ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Reaion 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 1'-8" 1'-11" 8'.8" 9'.9" 11'-1" <br />3" x 12" x 0.032" Riser Panels <br /> Open Buildinos Enclosed Buildinos <br />Wind Applied Overhana 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" 11'.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: Tolal roof panel width = room width plus wall width plus overhang, <br /> <br />.F.1i1~AIII. 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" <br />12'-11" 13'.4" 14'.1" <br />11'-11" 12'.5" 13'.2" <br />11'.1" 11'.8" 12'6" <br />10'.6" 11'.0" 11'.11" <br />9'.6" 10'.1" 11'.1" <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 /> <br />Enclosed Buildin s <br />Applied Overhan Condition <br />Load NONE 1'-0" 2'-0" 3'.0" <br />29 9'.9" 9'.11" 10'.6" 11 '.5" <br />35 8'.10" 9'1" 9'.9" 10'.8" <br />41 8'.2" 8'5" 9'.1" , 0'.2" <br />45 7'.10" 8'.1" 8'-9" 9'.10" <br />56 1'.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 />Wind <br />Re ion <br />102 M,P,H. <br />110 M,P,H. <br />120 M,PH, <br />125 M.P.H. <br />140 M.P.H. <br /> <br />4-0" <br />15'.0" <br />14'.2" <br />13'.y" <br />13'-0" <br />12'.3" <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 NONE 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'-2" 16'.3" 16'.8" 11'.3" 18'.0" 102 M.P.H. 29 12'.4" 12'.6" 12'.11" 13'.9" 14'.9" <br />110 M.P.H. 20 14'-11" 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 13'.11" 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'-1" 13'.2" 13'.8" 14'-4" 15'-4" 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11'.y" 12'.9" <br />140 M.P.H. 32 11'.9" 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 />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 />Note: Total roof panel width = room Width plus wall width plus overhang. <br /> <br />SEAL <br /> <br />PAGE <br /> <br />178 <br /> <br />Applied Wind <br />Load 3'-0" 4'-0" Re ion <br />17 18'.10" 19'.7" 102 M.P.H. <br />20 11'.6" 18'-4" 110 M.P,H. <br />23 16'.6" 11'-4" 120 M.P.H, <br />26 15'-8" 16'-6" 125 M.P.H. <br />32 14'-4" 15'.3" 140 M.P.H. <br /> <br />Enclosed Buildin s <br />Applied Overhan Condition <br />Load NONE 1'-0" 2'.0" 3'.0" <br />29 13'.8" 13'-10" 14'.3" 14'.11" <br />35 12'.5" 12'.7" 13'-1" 13'.10" <br />41 11'-6" 11'.8" 12'-2" 12'.11" <br />45 10'.11" 11'-2" 11'.8" 12'-6" <br />56 9'-10" 10'.1" 10'.8" 11'-6" <br /> <br />4'-0" <br />15'.10" <br />14'.10" <br />14'.0" <br />13'.7" <br />12'.8" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT <br />P,O, BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE <br />
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