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<br />ATTACHED ALUMINUM COVERS <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-14 OR H-25 ALLOY <br /> <br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />O.H. CONDITION NO o.H. 1'0. H. 2'O.H. 3'0.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 0.032" <br />100 MPH W. L. 8'-5" 8'-8" 9'-3" <br />110. MPH W. L. 7'-6" 7'-9" 8'-6" <br />120 MPH W. L. 6'-10" 7'-1" 7'-11" <br />1-314"x 0.026" <br />100 MPH W. L. 7'-5" 7'-7" 8'-5" <br />110 MPH W. L. 6'-8" 6'-11" 7'-9" <br />120 MPH W. L. 6'-1" 6'-4" 7'-3" <br />1-314"x 0.032" <br />10.0. MPH W. L. 8'-9" g'-a" 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 />10.0. MPH W. L. 11'-5" 11'-6" 11'-9" 12'-3" <br />110 MPH W. L. 1D'-3" 10'-5" lo.'-9" 11'-4" <br />120. MPH W. L. 9'-6" 9'-8" 10'-1" 10'-7" <br />~'.:~ o.o~~:~.. .. ...~ ( 13'-4~.) <br />( 100 MPH w. L. \ 13'-2" 13'-7" 14'-0." <br />11U MPH W. L. 12'-0." ...---." .... 12'-5" <br />12'-1" 12'-10." <br />120 MPH W. L. 11 '-a" 11 '-1" 11'-5" 11'-10" <br />LIVE LOAD: ALL BUILDING TYPES <br />O.H. CONDITION NO O.H. 1'0. H. 2'0.H. 3'o.H. <br />1-1/4"x 0.026" <br />20 #/SF L. L. 7'-0" 7'-3" 8'-1" <br />30. If/SF L. L. 5'-9" 6'-1" 7'-0" <br />1-1/4"x 0.032" <br />20. If/SF L. L. 8'-3" 8'-6" 9'-2" <br />30 II/SF L. L. 6'-9" 7'-0" 7'-10." <br />1-314"x 0.026" <br />20 II/SF L. L. 7'-4" 7'-7" 8'-4" <br />30 If/SF L. L. 6'-0." 6'-4" 7'-11" <br />1-314"x 0.032" <br />20. If/SF L. L. 8'-7" 8'-10" 9'-6" <br />30 II/SF L. L. 7'-0." 7'-4" 8'-1" <br />3"x 0.026" <br />20 II/SF L. L. 11'-10." 12'-0." 12'-5" 13'-2" <br />30. II/SF L. L. 9'-4" 9'-6" 9'-11" 10'-8" <br />3"x 0.032" <br />20. II/SF L. L. 13'-4" 13'-6" 13'-11" 14'-8" <br />30. II/SF L. L. 10'-6" 10'-8" 11'-1" 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.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUITANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX 1/ 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />3 <br /> <br />46 <br />