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<br />PANS' <br /> <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 />CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />NO O. H. l' O. H. 2' O. H. 3' O. 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 />120 MPH W. L. <br />3.'x 0.032" <br />100 MPH W, L. 13'-2" <br />110 MPHW.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 />7'-2" <br />6'-S- <br />S'-10" <br /> <br />8'-S- <br />7'-6" <br />6'-10- <br /> <br />7'-S- <br />6'-8" <br />6'-1- <br /> <br />8'-9" <br />7'-10" <br />7'-1" <br /> <br />11'-5" <br />1 0'-3" <br />9'-6- <br /> <br />7'-0" <br />5'-9- <br /> <br />8'-3- <br />6'-9- <br /> <br />7'-4- <br />6'-0- <br /> <br />8'-7- <br />7'-0- <br /> <br />11'-10- <br />g'-4" <br /> <br />13'-4- <br />10'-6" <br /> <br />~ <br /> <br />7'-S" 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" 8'-S" <br />6'-11" 7'-g- <br />6'-4" 7'-3- <br />g'-o" 9'-7" <br />8'-1" 8'-9- <br />7'-S" 8'-2" <br />11'-6- 11'-9" <br />10'-5" 10'-9" <br />9'-8- 10'-1- <br />13'-4" 13'-7" <br />12'-1- 12'-5- <br />11'-1- 11'-S- <br />1'0. H. 2'0.H. <br />7'-3" 8'-1- <br />6'-1- 7'-0- <br />8'-6- 9'-2" <br />7'-0" . 7'-10" <br />7'-7" 8'-4" <br />6'-4- 7'-11- <br />8'-10- 9'-6- <br />7'-4" 8'-1" <br />12'-0" 12'-S" <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 />.~ <br /> <br />13'-2" <br />10'-8- <br /> <br />14'-8" <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 />crvn.. ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX It 1 (904) 767-6556 <br /> <br />r--, <br /> <br />3 <br /> <br />C COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, p.E. <br /> <br />46 <br />