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95-5121
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1995
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95-5121
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Last modified
3/4/2009 2:40:17 PM
Creation date
6/27/2006 3:05:45 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-5121
Building Department - Name
SMITH,FANNIE
Address
5822 18TH ST
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<br />StTREEINHED ENlClOSU~ES: SCREEN I VINYL WALLS AND SOliD COVER <br /> <br /> TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PAN E L S OF <br /> 310S H-14 OR H-2S ALLOY <br /> WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br /> O,H. CONDITION NO O. H_ l' O. H. 2' 0_ H. 3' o. H, <br /> 1-1/4"x_0.026" 7'- 2" 7'- S" 8'- 2" <br /> 100 MPH W. L. --- <br /> 110 MPH W. L. 6'-- S" 6'- S" 7'- 6" --- <br /> 120 MPH W. L. S'-10" 6'- 2" 7'- 1 " --- <br /> 1-1/4"x_0.032" 8'- S" 8'- 8" g'- 3" <br /> 100 MPH W. L. --- <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'- S" 7'- 7" 8'- S" --- <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" <br /> 100 MPH W. L. 8'- g" g'- 0" g'- 7" --- <br /> 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" --- <br /> 120 MPH W. L. 7'- 1 " 7'- S" 8'- 2" --- <br /> 3"x_0.026" <br /> 100 MPH W. L. 13'~ 1 " 13'- 3" 13'- 8" 14'- S" <br /> 110 MPH W. L. 11' - g" 11'-11" 12'- S" 13',- 2" <br /> 120 MPH W. L. 10'- 8" 10'-11" 1 1'- S" 12'- 3" <br /> 3"x_0.032" <br /> 100 MPH W. L. lS'- 6" lS'- 8" 16'- 0" 16' - 7" <br /> 110 MPH W. L. 13'-10" 14'- 0" 14'- S" lS'- 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 O. H. l' O. H. 2' O. H. 3' O. H, <br /> 1-1/4"x_0.026" --" <br /> 20 #/SF L. L. 7'- 0" 7'- 3" 8'- 1 " --- <br /> 30 #/SF L. L. S'- g" 6'- 1 " 7'- 0" --- <br /> 1-1/4"x_0.032" <br /> 20 #/SF L. L. 8'- 3" 8'- '6" g'- 2" --- <br /> 30 #/SF L. L. 6'- g" 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. S'- 7" 8'-10" g'- 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'- g" 11' - 0" 11' - 6" 12' - 4" <br /> 3"x_0.032" <br /> 20 #/SF L. L. lS'- 1 " lS'- 2" lS'- 7" 16' - 2" <br /> 30 #/SF L_ L. 12'- 3" 12'- S" 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 /> I1tilwO"@[ii)@@ @:o m@[ii)[ii)@~~~ C0o@:o <br /> CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br /> P.O_ BOX 4369 S. DAYTONA, FLORIDA 32121-4368 <br /> PHONE: (904) 767-4774 <br /> FAX: (904) 767-6556 <br /> <br />------ <br /> <br />@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOuT WRITTEN <br />PERMISSION FROM LAWRENCE E, BENNETT, P.L <br /> <br />~ECTION: :2 <br /> <br />PAGr~' 7=~2 <br />
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