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98-7943
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98-7943
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Last modified
3/4/2009 3:16:06 PM
Creation date
8/25/2006 10:19:44 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7943
Building Department - Name
MAJESTIC OAKS
Address
3844 LAUREL VALLEY
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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />Table 2,1,1: <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum Alloy 6063 Hi <br /> <br />Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />Applied Load = 17# I Sq. Ft 20# I Sq. Fl 23# / Sq. Fl I 26# / Sq. Fl I 32# I Sq. Ft <br />Load Width 2" x 3" x 0.050" Hollow 11lt <br />5' 9'.9" . 9 '.{) " 8'-5" 7'.11 " 7'.1.' <br />6' 8'-11" 8'.3" 7'~" 7'-2" 6'.0" <br />7' 8'.3" 7' . 7" 7'.1 " 6'~" 6'-{)'. <br />8' 7'.9" / 7'.1 " 6'~" 6'.3" S'~" <br />9' 7'.3" I 6'~" 6'.3" 5'.11" 5'-4" <br />1 0' 6'.11" 6'-4" 5'.11" 5'.7" 5'-{)" <br />11' 6'.7" 6'.1" S'~" 5'-4" 4.10'. <br />12' 6'-4" 5'.10".- 5'.5" 5'.1" 4..T" <br />Load Width 2" x 3" x 0.050 Hollow <br />5' 11'.1" 10'.3" 9'-T" 8'.11 " 8..1.. <br />6' 10'.2" 9'-4" 8'.9" 8'.2" 7'-5" <br />7' g'.S" 8'.8" 8'.1 " 7'.7" 6'-10" <br />8' 8'.9" 8'.1 " 7'.7" 7'.1" 6'.5" <br />9' 8'.3" 7'~" 7'.1" 6'~" 6'-{)" <br />10' 7'.10" 7'.3" 6'.9" 6'-4" 5'.9.. <br />11' 7'.0" 6'.11" 6'.5" 6'.1" 5'.0" <br /> 6'-2" 5'.10" 5 ' -3"' <br /> 10'.0" 9'.11" 8.11.. <br />- 11..2.. 10'-4" -- 9.-{)" 8'.2.' <br />1 0'-4" 9'.7" 8'-4" 7'.T" <br />9'.8" 8'.11 " 7'.10" 7'.1.. <br />9' 9'.2" 8'.5" 7'.10" 7'.5" 6'~.' <br />10' 8'~" 7'.11 " 7'.5" 7'-{)" 6'-4" <br />11' 8'.3" 7'.7" 7'.1 " 6'~" 6'-{)" <br />12' 7'.11" 7'.3" 6'.10" 6'.5" 5'.9" <br />Load Width 2" x 4" x 0.050" Hollow <br />S' 13'.9" 12'~" 11'.10" 11'.1" 1 O.-{).. <br />6' 12'-T" 11'.7" 10'.9.' 10'.2" 9..2. <br />7. 11'.7" 10'.8" g'.11" g..S" 8..0.. <br />8' 1 0'.10" 10'-{)" g'-4" 8..9" 7..11.. <br />9. 1 0'.3" g'.s" 8'.10"' 8'.3'. 7..0.. <br />1 0' 9'.9" 8'.11" 8'-4" 7'.10" 7'.1.. <br />11' 9'.3" 8'.0" 7'.11" 7'.0" 6'.9" <br />12' 8'.10" 8'.2" 7'~" 7'.2" 6'.0'. <br />Load Width 2" x 4" x 0.038" x 0_100" Self Mating Beam <br />5' 14..0" 13'-4" 12'.0" 11'.9" 10.-r <br />6. 13'.3" 12'.2" 11'-4" 10'~" g'~'. <br />7' 12'-3" 11'.3" 10'.0" 9'.11" 8'.11" <br />8' l1'-:l' 10'-r 9'.10" 9'.3" 8'-4'. <br />g' 1 U.1U 9'.11" 9'.3" 8'.9'. 7.10'. <br />10' 10'.3" g'.S" 8'.10" 8'.3" 7..0.' <br />11' 9'.9" 9'-{)" 8'.5" 7'.11" 7' -1.. <br />12' 9'-4" 8'.7" 8'.1" 7' .7" 6..10'. <br /> <br />Example: <br />For 2.. x 4" x 0038" x 0 100" Self.Mating Beam; Beam span between uprights use load Width to enter table <br />For 12' Roof Panel + 2' Overt1ang; Load I/vIdth = LW = 12' / 2 + 2' 0 H. = 8' . Enter table on left at 8. read <br />allowable span under required load. Thusfor 100 M PH Wind load/live load or 17 #/Sq Ft and Load I/vIdth = 8..0.. <br />Maximum BeamSpanfor2""x4..x0038'.x0100.'= ~ 11'-5" l <br />Spans do not Include length of mee brace Add honzontalleng h Of mee brace to above spans for total beam <br />spa n 5 <br /> <br />Lawrence E. Bennett, P.E. <br />ctYL ENGIoEER - DEYELOPt.ENT CONSU. T ANT <br />P.Q, BOX ~ soom DA YTONA, Fl 32121 <br />TELB>HQI.E (904) 767-.n. <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED .... WHOLE OR IN PART WITHOUT Tl-E WRITTEN PERJ.ISSION OF LAWRENCE E. BeN:TT, P.E. <br /> <br />PAGE <br /> <br />59 <br />
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