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00-9211
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00-9211
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Last modified
3/4/2009 4:15:33 PM
Creation date
9/7/2006 9:01:20 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9211
Building Department - Name
FAIRLEY,CARL
Address
6040 9TH ST
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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />.F.1i]~.oIjIli. 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 I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />Applied Load = 17# 1 Sq. Ft. I 20# 1 Sa, Fl. I 23# 1 Sa, Fl. I 26# 1 SQ. Ft. I 32# 1 5Q, Fl <br />Load Width 2" x 3" x 0.050" Hollow Tilt <br />5' 9'.9" 9'-0" 8'-5" 7'-11" 7'.1" <br />6' 8'-11" 8'.3" 7'-8" 7'.2" 6'.6" <br />7' 8'.3" 7'.7" 7'-1" 6'.8" 6'-0" <br />8' 7'-9" 7'.1" 6'-8" 6'-3" 5'-8" <br />9' 7'-3" 6'.8" 6'-3" 5'-11" 5'-4" <br />10' 6'.11" 6'.4" 5'.11" 5'-7" 5'-0" <br />11' 6'-7" 6'.1" 5'-8" 5'-4" 4'-10" <br />12' 6'.4" 5'.10" 5'-5" 5'.1" 4'-7" <br />Load Width 2" x 3" x 0,050 Hollow <br />5' 11'.1" 10'.3" 9'.7" 8'.11" 8'-1" <br />6' 10'.2" 9'.4" 8'.9" 8'.2" 7'-5" <br />7' 9'.5" 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'.8" 7'-1" 6'.8" 6'-0" <br />10' 7'-10" 7'.3" 6'.9" 6'.4" 5'.9" <br />11' 7'.6" 6'.11" 6'.5" 6'-1" 5'.6" <br />12' 7'.2" 6'.7" 6'-2" 5'-10" 5'.3" <br />Load Width 2" x 4" x 0,050 Hollow Tilt <br />5' 12'-3" 11'.3" 10'.6" 9'-11" 8'-11" <br />~. 10'-4" 9'.7" 9'-0" 8'-2" <br />7' 10'-4" 9'.7" 8'-11" 8'-4" 7'-7" <br />8' 9'-8" 8'.11" 8'-4" 7'-10" 7'-1" <br />9' 9'-2" 8'-5" 7'.10" 7'-5" 6'-8" <br />10' 8'.8" 7'.11" 7'-5" 7'-0" 6'-4" <br />11' 8'-3" 7'.7" 7'-1" 6'-8" 6'-0" <br />12' 7'-11" 7'-3" 6'-10" 6'-5" 5'-9" <br />Load Width 2" x 4" x 0,050" Hollow <br />5' 13'-9" 12'.8" 11'-10" 11'-1" 10'-0" <br />6' 12'-7" 11'.7" 10'.9" 10'-2" 9'-2" - <br />7' 11'-7" 10'-8" 9'.11" 9'-5" 8'-6" <br />8' 10'.10" 10'.0" 9'.4" 8'.9" 7'-11" <br />9' 10'.3" 9'.5" 8'-10" 8'-3" 7'-6" <br />10' 9'.9" 8'.11" 8'-4" 7'-10" 7'-1" <br />11' 9'-3" 8'-6" 7'-11" 7'.6" 6'-9" <br />12' 8'-10" 8'.2" 7'.8" 7'.2" 6'-6" <br />Load Width 2" x 4" x 0.038" x 0,100" Self MatinQ Beam <br />5' 14'-6" I 13'.4" 12'.6" 11'.9" 10'.7" <br />6' 13'.3" I 12'.2" 11'.4" 10'.8" 9'-8" <br />7' 12'-3" I 11'-3" 10'.6" 9'-11" 8'.11" <br />8' 10'-7" 9'.10" 9'.3" 8'-4" <br />9' 10'-10" 9'-11" 9'.3" 8'.9" 7'-10" <br />10' 10'.3" 9'.5" 8'-10" 8'.3" 7'.6" <br />11' 9'.9" 9'.0" 8'.5" 7'.11" 7'.1" <br />12' 9'-4" 8'.7" 8'.1" 7'.7" 6'-10" <br /> <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 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETI, PE. <br /> <br />PAGE <br /> <br />67 <br />
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