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96-5512
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1996
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96-5512
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Last modified
3/4/2009 2:52:21 PM
Creation date
7/6/2006 2:32:14 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5512
Building Department - Name
STRAKA,GEORGE
Address
4712 CHARTER ST
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<br />SJ<<~~qE[ENIED ENClOSU~[ES: SCREEN I VINVL WALLS AND SOliD COVER <br /> <br /> TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF <br /> 3105 H-14 OR H-25 ALLOY <br /> WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br /> O.H. CONDITION NO O. H. l' 0, H. 2' O. H. 3' 0, H, <br /> 1-1/4"x_0.026" 7'- 2" 7'- 5" 8'- 2" <br /> 100 MPH W. L. --- <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_0.032" 8'- 5" 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'- 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'- <br /> 100 MPH W. L. g" g'- 0" g'- 7" --- <br /> 110 MPH W. L. 7'-10" 8'- 1 " 8'- 9" --- <br /> 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- <br /> 3"x_0.026" <br /> 100 MPH W. L. 13'~ 1 " 13'- 3" ]3'- 8" 14'- 5" <br /> 110 MPH W. L, 11'- 9" 11'-11" 12'- 5" ]3'-- 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 O. H. 1 ' 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. 5'- 9" 6'- 1 " 7'- 0" ._-- <br /> 1-1/4"x_0.032" <br /> 20 #/SF L, L. 8'- 3" 8'- '6" 9'- 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. 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'- g" 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. T,~BLE GOVERNS. <br /> [b@W(f'@Ol)@@ @:o rn@Ol)Ol)@UUg l?o@: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.E. <br /> <br />SECTION: :2 <br />PAGE; 7~~2 <br /> <br />-30- <br />
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