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<br />F~~~ST AND~NG ALUM~NUM COVERS <br /> <br />DOUBLE CARPORT <br /> <br /> J W ~ W <br />N " II <br />w II <br />-.J II <br />m <br /><( A2l1:W/2tO.H. <br />I- <br />- <br />-1 <br />Z " <br /><( " <br />0.... <br />(f) II <br />:2 " <br /><( <br />w " <br />m <br /> " <br /> II <br /> U <br />-tL <br /> <br /> <br /> <br />NOTE: FOR BEAM SPAN LENGTH "A" FOR <br />TABLE 2 EQUALS THE LARGER OF: A=W OR <br />A=W/2+0,H. <br /> <br />BEAM IF REQUIRED <br />FOR KNEE BRACING <br /> <br />* SLOPE <br />~ <br /> <br />1/2 r <br /> <br />12 <br /> <br />* SLOPE <br />~ <br /> <br />1/2 r <br /> <br />12 <br /> <br />KNEE BRACE / <br /> <br />KNEE BRACE <br /> <br />2"x___ <br /> <br />"w" FOR BEAM SIZE <br />(PAGE 6,7-10) <br /> <br />.w. FOR BEAM SIZE <br />TABLE 2 AFTER COMPUTING <br />"A" LARGEST VALUE <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />* MINIMUM SLOPE SHALL BE 1/2" PER <br />12" EXCEPT FOR 0.026" PANS FOR <br />WHICH THE SLOPE SHALL BE 3/4" <br />PER 12" FOR SPANS EXCEEDING 12'-0" <br /> <br />END VIEW SINGLE CARPORT <br /> <br />NOTE: <br />KNEE BRACES ARE ~~EQUIRED IF POST <br />IS NOT SET IN CONCRETE FOOTING OR <br />POST ARE LESS THAN 3"x3"xO.125" <br /> <br />[1@W[f'@(f[)@@ ~o 11k~(f[)(f[)@UUg ~o@;o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-';368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />.r--", <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: ~ <br />PAGE: ~=9 <br /> <br />-58- <br />