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<br />ATTACHED ALUMINUM COVERS <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 /> <br />I BlE 1 <br /> <br />, <br /> <br />WIND LOADS: <br />O.H, CONDITION <br />1-1/4'x 0.026" <br />10::> MPH W. L. <br />11 ::, MPH W. L. <br />12:: MPH W. L. <br />1-1/'1 'x 0.032" <br />10C MPH W. L. <br />11 c: MPH W. L. <br />12::, MPH W. L. <br />1-3141"x 0.026" <br />lOr> MPH w. L. <br />lH' MPH W. L. <br />12(:' MPH W. L. <br />1-31'I"x 0.032" <br />10C MPH W. L. <br />11(' MPH W. L. <br />12(' MPH W. L. <br />3"x (1.026" <br />10(- MPH W. L. <br />11 C MPH W. L. <br />12(' MPH W. L. <br />3"x 1:1.032" <br />100 IAPH W. L. 13'-2" <br />110 I'APH W. L. 12'-0" <br />120 MPH W. L. 11'-0" <br /> <br />LIV I: LOAD: ALL BUILDING TYPES <br />O.H. CONDITION NO O. H. <br />1-1/.j "x 0.026" <br />20 '/'SF L. L. <br />30 II/SF L. L. <br />l-1M"x 0.032" <br />20 '/'SF L. L. <br />30 '/SF L. L. <br />1-31.1 "x 0.026" <br />20 .iSF L. L. <br />30 IUSF L. L. <br />1-31.I"x 0.032" <br />20 '/SF L. L. <br />30 AI/SF L. L. <br />3"x 1.1.026" <br />20 ,ISF L. L. <br />30 'iSF L. L. <br />3"x 0.032" <br />20 ii,lSF 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 />g'-6" <br /> <br />7'-0" <br />S'-g" <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 />J <br /> <br />7'-5" 8'-2" <br />6'-8" 7'-6" <br />6'-2" 7'-1" <br />6'-8" 9'-3- <br />7'-g" 6'-6" <br />7'-1- 7'-11- <br />7'-7" 8.-5" <br />6'-11" 7'-g" <br />6'-4" 7'-3" <br />9'-0" g'-7" <br />B'-l" 8'-9" <br />7'-5" 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'-5" <br />1 ' O. H. 2'O.H. <br />7'-3" 8'-1" <br />6'-1" 7'-0" <br />6'-6" 9'-2" <br />7'-0" 7'-10" <br />7'-7" 8'-4" <br />6'-4" 7'-11" <br />6'-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 />J <br /> <br />13'-2" <br />10'-B" <br /> <br />14'-8" <br />11'-10" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. Ti: IE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVR. ENGINEER olI; DEVELOPMENT CONSULTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHOHE 1 (904) 767-4774 <br />FAX , 1 (904) 767-6556 <br /> <br />~ <br /> <br />') <br />'" <br /> <br />o COr/RIGHT. 1996 <br />NOT 10 BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />46 <br />