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02-1074
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02-1074
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Last modified
3/6/2009 2:56:03 PM
Creation date
11/7/2006 9:22:14 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1074
Building Department - Name
SHILLINGLAW,BEVERLY
Address
4824 19TH ST
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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 ' <br /> <br />Table 2,1.2 <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum Alloy 6063 T-6 <br /> <br />Wind Zone = 102 MPH 110 MPH I 120 MPH 125 MPH I 140 MPH <br />Applied load = 17# I Sq. Ft. 20# I Sq, Ft. I 23# I Sq. Ft. 26# I Sq. Ft. I 32# I Sq. Ft. <br />load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam <br />6' 15'.1" 13'.11" 12'.11" 12'.2" 10'.11" <br />8' 13'.1" 12'.1" 11'.3" 10'-7" 9'.6" <br />g' 12'-4" 11'-4" 10'.7" 9'.11" 8'-11" <br />10' 11'-8" 10'.9" 10'-1" 9'.5" 8'-6" <br />11' 11'.2" 10'.3" g'.7" g'.O" 8'.1" <br />12' 10'.8" 9'.10" 9'.2" 8'.8" l' .g" <br />13' 10'.3" 9'.5" 8'.10" 8'.3' 1'-6" <br />14' 9'.11" 9'-1" 8'.6" 1'.11 " 1'.2" <br />load Width 2" x 7" x 0,055" x 0,120" Self Mating Beam <br />6' 16'.11" 15'.8" 14'.7" 13'-8" 12'-4" <br />8' 14'-8" 13'.6" 12'.7" 11'.10" 10'-8" <br />g' 13'-10" 12'.9" 11'.11" 11'.2" 10'.1" <br />10' 13'.2" 12'.1" 11'.3" 10'.7" g'.7" <br />11' 12'.6" 11'-7" 10'.9" 10'.1" 9'.2" <br />12' 11 '.11" 11 '.1" 10'-4" 9'.8" 8'.9" <br />13' 11'.6" 10'.7" 9'.11" 9'-4" 8'.5" <br />14' 11 '.1" 10'.3" 9'.6" 8'.11" 8'-1' <br />load Width 2" x 8" x 0,072" x 0,224" Self Mating Beam <br />6' 22'.0" 20'-4" 18'.11" 11'.10" 16'.1" <br />8' 19'.1" 11'-7" 16'.5" 15'.5" 13'.11" <br />g' 11'.11 " 16'.7" 15'.5" 14'-6" 13'.1" <br />10' 11'.1 " 15'.9" 14'.8" 13'.9" 12'.5" <br />11' 16'-3" 14'.11" 13'.11" 13'.2" 11'.10" <br />12' 15'.7" 14'-4" 13'-5" 12'.7" 11'-4" <br />13' 14'.11" 13'.9" 12'.10" 12'.1" 10'.11" <br />14' 14'.5" 13'-3" 12'.5" 11'-8" 10'.6" <br />load Width 2" x g" x 0.072" x 0,224" Self Mating Beam <br />6' 24'.5" 22'-6" 20'-11" 19'.9" 1T.9" <br />8' 21'.2" 19'.6" 18'.2" 11'.1 " 15'.5" <br />g' 19'.11" 18'-4" 11'.2" 16'.1" 14'-6" <br />10' 18'.11" 11'-5" 16'.3" 15'-3" 13'.9" <br />11' 18'.0" 16'.7" 15'.6" 14'.7" 13'.2" <br />12' 11'-3" 15'-11" 14'.10" 13'.11" 12'.7" <br />13' 16'.7" 15'.3" 14'.3" 13'.5" 12'.1" <br />14' 15'.11" 14'.9" 13'.9" 12'.11" 11'.8" <br />load Width 2" x g" x 0.082" x 0.306" Self Mating Beam <br />6' 26' -4 " 24'-4" 22'.8" 21 '-4" 19'.2" <br />8' 22'.10" 21 '-0" 19'.7" 18'.5" 16'.8" <br />g' 21'.6" 19'.10" 18'.6" 11'.5" 15'-8" <br />10' 20'.5" 18'.10" 11'.7" 16'.6" 14'.11" <br />11' 19'-6" 11'.11" 16'.9" 15'.9" 14'.2" <br />12' 18'.8" 11'.2" 16'.0" 15'.1" 13'.7" <br />13' 11'.11" 16'-6" 15'.5" 14'.6" 13'.1" <br />14' 11'.3" 15'.11' 14'.10" 13'.11" 12'-7" <br /> <br />Notes: <br />Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for <br />total beam spans, <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />PO BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767~556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E <br /> <br />PAGE <br /> <br />2-21 <br />
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