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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 />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 />1 00 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 II/SF L. L. <br />30 II/Sf:; L. L. <br />1-1/4"x 0.032" <br />20 II/SF L. L. <br />30 II/SF L. L. <br />1-314"x 0.026" <br />20 If/SF L. L. <br />30 If/SF l. l. <br />1-314"x 0.032" <br />20 If/SF L. L. <br />30 II/SF L. l. <br />3"x 0.026" <br />20 if/SF L. l. <br />30 II/SF L. L. <br />3"x 0.032" <br />20 II/SF L. L. <br />30 II/SF L. L. <br /> <br />7'-2" <br />6'-5. <br />5'-10. <br /> <br />8'-5" <br />7'-6" <br />6'-10" <br /> <br />7'-5" <br />6'-8" <br />6'-1" <br /> <br />8'-9" <br />7'-10" <br />7'-1. <br /> <br />11'-5" <br />10'-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 />9'-4" <br /> <br />13'-4" <br />10'-6" <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" "1'-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'-S" 10'-9" <br />9'-8" 10'-1. <br />13'-4" 13'-7" <br />12'-1" 12'-5" <br />11'-1" 11'-5. <br />1'O.H. 2'O.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'-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'O.H. <br /> <br />13'-2" <br />10'-8" <br /> <br />14'-8" <br />11'-10" <br /> <br />" <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. ENGlNFliR &: DEVELOPMENT CONSUl1'ANT <br /> <br />P. 0, BOX 4368 SOUTH DAYTONA, Fl 32121 <br />Pf<<:lNE 1 (004) 767.4774 <br />FAX II 1 (904) 767.6556 <br /> <br />3 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN FJl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />46 <br /> <br />, ',\~('. <br />\~\..~.S'V <br />'\\\.' S <br />" \) ",\10 <br />.~.\' y,~ .. <br />t-,\i'J ~ \)\, l <br />,,\.... . <br />Z~."". :~. <br />