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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />, 61.1;; ,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/"i 'x 0.026" <br />10l MPH W. L. <br />11l MPHW.L. <br />12C MPH W. L. <br />1-1/"i 'x 0.032" <br />101 MPH W. L. <br />11f MPH W. L. <br />12~ MPH W. L. <br />1-31.01 'x 0.026" <br />10C' MPH W. L. <br />11~.' MPH W. L. <br />12(' MPH W. L. <br />1-31JJ "X 0.032" <br />10c MPH W. L. <br />11(, MPH W. L. <br />12c. MPH W. L. <br />3"x 1:1.026" <br />1 0(, MPH W. L. <br />11. MPH W. L. <br />12(, MPH W. L. <br />3"x U.032" <br />1 OO',~PH W. L. 13'-2" <br />110i,tPH W. L. 12'-0" <br />120 ,""tPH W. L. 11'-0" <br /> <br />LIV::: lOAD: ALL BUILDING TYPES <br />O.H, CONDITION NO o. H. <br />1-1/4J'x 0.026" <br />20 II, SF L. L. <br />SO II, SF L. L. <br />1-1/41 'x 0.032" <br />20 II/SF L. L. <br />SO II,SF L. L. <br />1-31.01 "x 0.026" <br />20 II, :')F L. L. <br />SO II, ::;F L. L. <br />l-3I"i "x 0.032" <br />20 II,",F L. L. <br />SO II,SF L. L. <br />3"x 11.026" <br />20 IIi :3F L. L. <br />30 1t,3F L. L. <br />3"x 1".032" <br />20 II, ,F L. L. <br />SO ;h3F 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 />g'-4" <br /> <br />lS'-4" <br />10'-6" <br /> <br />'--'/ <br /> <br />7'-5" 8'-2" <br />6'-8" 7'-6' <br />6'-2' 7'-1" <br />8'-8" 9'-S" <br />7'-9" 8'-6" <br />7'-1" 7'-11" <br />7'-7" 8'-5" <br />6'-11" 7'-9" <br />6'-4" 7'-3" <br />9'-0" 9'-7" <br />8'-1" 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 />1'0. H. 2'O.H. <br />7'-S' 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 />33'-6" lS'-ll" <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 />J <br /> <br />13'-2" <br />10'-8" <br /> <br />14'-8" <br />11'-10" <br /> <br />1. T(J'TAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. TI ~E SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />LAWRENCE E. BENNETI', P.E. <br />crvn. ENGINEER &: DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH 06.YTONA, FL 32121 <br />PHONe 1 (904) 767.4774 <br />fAX . 1 (904) 767.6556 <br /> <br />'--' <br /> <br />C COP ,'RIGHT, 1900 <br />NOT T(I BE REPRODUCED IN WHOLE OR IN A'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />46 <br /> <br />') <br />v <br />