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01-0125
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2001
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01-0125
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Last modified
3/6/2009 2:43:20 PM
Creation date
10/3/2006 9:25:18 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0125
Building Department - Name
CRAWFORD,MARSHALL
Address
QUARTZ DR
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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 140 MPH <br />Applied Load = 17# I Sq. Ft. 20# I Sq. Ft. I 23# I Sq. Ft.T 26# I Sq. Ft. 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 />9' 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" 9'-7" 9'-0" 8'-1" <br />12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9" <br />13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" <br />14' 9'-11" 9'-1" 8'-6" 7'-11 " 7'-2" <br />Load Width 2" x 7" x 0.055" x 0.120" Self Matina 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 />9' 13'.10" 12'-9" 11 '-11" 11 '-2" 10'-1" <br />10' 13'-2" 12'-1" 11 '-3" 10'-7" 9'-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" 17'-10" 16'-1" <br />8' 19'-1" 17'-7" 16'-5" 15'-5" 13'-11" <br />9' 17'-11" 16'-7" 15'-5" 14'-6" 13'.1" <br />10' 17'-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 9" x 0.072" x 0.224" Self Mating Beam <br />6' 24'-5" 22'-6" 20'-11" 19'.9" 17'-9" <br />8' 21 '-2" 19'-6" 18'-2" 17'-1" 15'-5" <br />9' 19'-11" 18'-4" 17'-2" 16'-1" 14 '-6" <br />10' 18'-11" 17'-5" 16'-3" 15'.3" 13'-9" <br />11' 18'-0" 16'-7" 15'-6" 14'-7" 13'-2" <br />12' 17'-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 9" 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 />9' 21 '-6" 19'-10" 18'-6" 17'-5" 15'-8" <br />10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11" <br />11' 19'-6" 17'-11" 16'-9" 15'-9" 14'-2" <br />12' 18'-8" 17'-2" 16'-0" 15'-1" 13'.7" <br />13' 17'-11" 16'-6" 15'.5" 14'-6" 13'-1 " <br />14' 17'-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 />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <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. PE <br /> <br />PAGE <br /> <br />2-21 <br />
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