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96-6188
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1996
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96-6188
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Last modified
3/4/2009 2:49:02 PM
Creation date
7/19/2006 11:51:14 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-6188
Building Department - Name
GRAND HORIZON
Address
NEW HORIZON BV LOT 60
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<br />ATTACHED ALUMINUM COVERS <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br /> <br />OF 3105 H-14 OR H-25 ALLOY <br /> <br />CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />NO O. H. 1'0. H. 2'0. H. 3'0. H. <br /> <br />WIND LOADS: <br />O.H. CONDITION <br />1-1/4"x 0.026" <br />100 MPH W, L. <br />110 MPH W, L. <br />120 MPH W. L. <br />1-1/4"x 0.032" <br />100 MPH W. L. <br />110 MPH W. l. <br />120 MPH W, l. <br />1-314"x 0.026" <br />100 MPH W,l. <br />110 MPH W.l. <br />120 MPH W. l. <br />1-314"x 0.032" <br />100 MPH W.l. <br />110 MPH W.l. <br />120 MPH W, l. <br />3"x 0.026" <br />100 MPH w. l. <br />110 MPH W, L <br />-t2QMe.!:! W. L <br />Y"X O.~O <br />00 MPH W. L <br />110 MPH W. L <br />120 MPH W. L <br /> <br />7'-2" <br />6'-5" <br />5'-10" <br /> <br />8'-5" <br />7'-6" <br />S'-10" <br /> <br />7'-5" <br />6'-8" <br />6'-1" <br /> <br />8'-9" <br />7'-1 0" <br />7'-1" <br /> <br />11'-5" <br />10'-3" <br />9'-6" <br /> <br />13'-2" <br />12'-0" <br />11'-0" <br /> <br />LIVE LOAD: ALL BUILDING TYPES <br />O.H. CONDITION NO O. H. <br />1-1/4"x 0.026" <br />20 II/SF L L 7'-0" <br />30 II/SF L L S'-g" <br />1-1/4"x 0.032" <br />20 II/SF L L 8'-3" <br />30 II/SF L L S'-g" <br />1-314"x 0.026" <br />20 II/SF L l. 7'-4" <br />~~SFLL 6~~ <br />1-314"x 0.032" <br />20 II/SF L L 8'-7" <br />30 II/SF L L 7'-0" <br />3"x 0.026" <br />20 II/SF L L 11'-10" <br />30 II/SF L L 9'-4" <br />3"x 0.032" <br />20 II/SF L L 13'-4" <br />30 If/SF L L 10'-6" <br /> <br />7'-5" 8'-2" <br />6'-8" 7'-6" <br />6'-2" 7'-1" <br />8'-8" 9'-3" <br />7'-g" 8'-6" <br />7'-1" 7'-11" <br />7'-7" S'-S" <br />6'-11" 7'-g" <br />6'-4" 7'-3" <br />g'-O" 9'-7" <br />S'-1" S'-g" <br />7'-5" S'-2" <br />11 '-6" 11'-9" <br />10'-5" 10'-9" <br />g'-S" 10'-1" <br /><G:::~ 13'-7" <br />~ 12'-5" <br />11 '-1" 11 '-5" <br />1'0. H. 2'0.H. <br />7'-3" s'-1" <br />6'-1" 7'-0" <br />S'-6" 9'-2" <br />7'-0" 7' -10" <br />7'-7" s'-4" <br />6'-4" 7'-11" <br />s'-10" g'-S" <br />7'-4" S'-1" <br />12'-0" 12'-5" <br />9'-6" 9'-11" <br />13'-6" 13'-11" <br />10'-8" 11'-1" <br /> <br />12'-3" <br />11 '-4" <br />10'-7" <br /> <br />14'-0" <br />12'-10" <br />11'-10" <br /> <br />3'0.H. <br /> <br />13'-2" <br />10'-s" <br /> <br />14'-S" <br />11'-10" <br /> <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 /> <br />LAWRENCE E. BENNETT, P.1!:. <br />Clvn. ENGINEER &: DEVELOPMENT CONSUITANT <br />p, 0, BOX 4369 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />3 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flI.RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />46 <br /> <br />".... <br />., <br />
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