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<br />PANS <br /> <br />TABLE 1 <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-14 OR H-25 ALLOY <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-V4"x 0.032" <br />roo 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 />"-109 MPH W...L./ <br />11Cf~HW. L. <br />120 MPH W. L. <br />3"x 0.032" <br />100 MPH W. L. 13'-2" <br />110 MPH W. L. 12'-0" <br />120 MPH W. L. 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 ,/SF L. L. <br />30 ,/SF L. L. <br />1-1/4"x 0.032" <br />20 "SF L. L. <br />30 "SF L. L. <br />1-314"x 0.026" <br />20 "SF L. L. <br />30 "SF L. L. <br />1-314"x 0.032" <br />20 ,/SF L. L. <br />30 "SF L. L. <br />3"x 0.026" <br />20 ,/SF L. L. <br />30 "SF L. L. <br />3"x 0.032" <br />20 "SF L. L. <br />30 "SF L. L. <br /> <br />1'-2" <br />6'-S" <br />S'-10" <br /> <br />S'-S" <br />1'-6" <br />6'-10" <br /> <br />T-S" <br />6'-S" <br />6'-1" <br /> <br />S'-9" <br />1'-10" <br />1'-1" <br /> <br />11'-5" <br />10'-3" <br />9'-6" <br /> <br />1'-0" <br />S'-9" <br /> <br />S'-3" <br />6'-9" <br /> <br />7'-4" <br />6'-0" <br /> <br />8'-7" <br />1'-0" <br /> <br />11'-10" <br />9'-4" <br /> <br />13'-4" <br />10'-6" <br /> <br />T-S" 8'-2" <br />6'-S" 1'-6" <br />6'-2" 1'-1" <br />8'-S" 9'-3" <br />1'-9" S'-6" <br />1'-1" 1'-11" <br />1'-7" S'-S" <br />6'-11" 1'-9" <br />6'-4" 1'-3" <br />9'-0" 9'-7" <br />S'-1" 8'-9" <br />T-S" 8'-2" <br />11'-6" 11'-9" <br />10'-S" 10'-9" <br />9'-S" 10'-1" <br />13'-4" 13'-7" <br />12'-1" 12'-S" <br />11'-1" 11'-S" <br />1'0.H. 2'0.H. <br />7'-3" 8'-1" <br />6'-1" 1'-0" <br />S'-6" 9'-2" <br />1'-0" . 1'-10" <br />1'-7" S'-4" <br />6'-4" 1'-11" <br />8'-10" 9'-6" <br />1'-4" 8'-1" <br />12'-0" 12'-5" <br />9'-6" 9'-11" <br />13'-6" 13'-11" <br />10'-S" 11'-1" <br /> <br />('.. <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 />r---.. <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.E. <br />ClVR. ENGINEER '" DEVELOPMENT CONSUlTANT <br />P. o. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />r-. <br /> <br />3 <br /> <br />o COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN !'ART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />46 <br />