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95-4952
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1995
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95-4952
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Last modified
3/4/2009 2:40:41 PM
Creation date
6/20/2006 11:18:29 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-4952
Building Department - Name
BAY VILLIAGE BUILDER
Address
6740 STEPHANS PATH
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<br /> ATTACHED ALUM~INJUM COVERS <br /> - <br /> . <br /> 1 i\BLE 1 MAXi~v1UM SPANS FOR STANDARD ALUMINUM ROOF PM~ELS OF <br />, 31 liS H-14 OR H-2S ALLOY <br />~ WIND LOADS: CARPORTS, SCREEN ROOM S, AND OTHER OPEN BUILDINGS <br /> OH CONDITION NO 0 H. l' 0 H. 2' O. H. 3' O. H <br /> 1-1/4"x_ 0.026" <br /> 100 MPH W. L. 7'- 2" 7'- 5" 8'- 2" --- <br /> 110 MPH W. L 6'- 5" 6'- 8" 7'- 6" --- <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_ 0032" <br /> 100 MPH W. L 8'- 5" 8'- 8" g'- 3" --- <br /> 110 MPH W. L 7'- 6" 7'- g" 8'- 6" --- <br /> 120 MPH W. L. 6'-10" 7'- 1 " 7'-11" --- <br /> 1-3/4"x_ 0.026" <br /> 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- <br /> 110 MPH W. L. 6'- 8" 6'-11 " 7'- g" --- <br /> 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- <br /> 1-3/4"x_0.032" 8'- g" 0" g'- 7" <br /> 100 MPH W. L. 9'- --- <br /> 110 MPH W. L. 7' -10" 8'- 1 " 8'- g" --- <br /> 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- <br /> 3"x_0026" <br /> 100 MPH W. L. 13'- 1 " 13'- 3" 13'- 8" 14'- 5" <br /> 110 MPH W L. 11'- 9" 11' -11" 12'- 5" 13'- 2" <br /> 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 3" <br /> 3"x - 0.032" <br /> 100 MPH W. L. 15'- 6" 15' - 8" 16'- 0" 16'- 7" <br /> 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " <br /> 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" <br /> LIVE LOAD; ALL BUILDING TYPES <br /> O.H. CONDITION NO 0 H. 1 ' O. H. 2' O. H. 3' O. H <br /> 1-1/4"x_0.026" 3" 8'- 1 " <br /> 20 #/SF L. L. 7'- 0" 7'- --- <br /> 30 #/SF L. L. 5'- 9" 6'- 1 " 7'- 0" --- <br /> 1-1/4"x_0.032" 9'- <br /> 20 #/SF L. L. 8'- 3" 8'- 6" 2" --- <br /> 30 #/SF L. L. 6'- 9" 7'- 0" 7'-10" --- <br /> 1-3/4"x_0.026" <br /> 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- <br /> 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11 " --- <br /> 1-3/4"x_ 0.032" <br /> 20 #/SF L. L. 8'- 7" 8'-10" 9'- 6" --- <br /> 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " --- <br /> 3"x_0.026" <br /> 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" <br /> 30 #/SF L. L. 10'- 9" 11'- 0" 11'- 6" 12'- 4" <br /> 3"x_0.032" <br /> 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" <br /> 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> [1@W[]'@[ill@@ [go ~@[ill[ill@{mlJ [;\[go <br /> CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br /> P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 <br /> PHONE: (904) 767-4774 <br /> FAX: (904) 767-6556 <br />@ COPYRIGHT. SECTION: 3 <br />1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br /> PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: 8~~3 <br /> <br />-48- <br />
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