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<br /> <br />.--- <br /> <br />r- <br /> <br />l~-- <br /> <br />or- <br />N <br />w <br />-l <br />m <br />~ <br />-l <br />Z <br />c( <br />Q. <br />en <br />:2 <br />c( <br />w <br />m <br /> <br />):'-- <br /> <br />):'-- <br /> <br />NO <br />FORB <br />"A" FOR TABL <br />THE LARGER OF: <br />A1::W <br />A2:: W/2+0,H, <br /> <br />.--., <br /> <br />DOUBLE CARPORT <br /> <br />BEAM IF REQUIRED <br />FOR KNEE BRACING <br /> <br />. SLOPE <br /> <br /> <br />1/2 I <br /> <br />1/2 r <br /> <br />12 <br /> <br />KNEE BRACE <br /> <br />- 'W' FOR BEAM SIZE - -- 'W' FOR BEAM SIZE _ <br /> <br />· MINIMUM SLOPE SHALL BE <br />1/2" PER 12" EXCEPT FOR <br />0,026" PANS FOR WHICH <br />THE SLOPE SHALL BE 3/4" <br />PER 12" FOR SPANS <br />EXCEEDING 12'-0" OR <br />MANUFACTURERS <br />RECOMMENDED SLOPE <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />SECTION 2 <br /> <br />t MO~O';LOPED1 <br />'I' ROOF ~I <br />II' OVERHANG 'I' <br />1/ VARIES II <br />1- A2 HI_~_ A2 <br /> <br />II' ~- <br />III v/ <br />'I' I <br />1/ I <br />III <br />II' <br />,II <br /> <br /> <br />SHADING DENOTES <br />MAXIMUM ROOF AREA <br />FOR COLUMNS AND <br />FOOTING <br /> <br />SINGLE CARPORT <br /> <br />· SLOPE <br /> <br />12 <br /> <br />'W FOR BEAM SIZE <br />SEE TABLE 2,1,1 AND <br />OR TABLE 2,1,2 AFTER <br />COMPUTING 'A' <br />LARGEST VALUE <br /> <br />POST SIZE AND SPACING <br />PER TABLE 2,1,1 AND 1 OR <br />TABLE 2,2,2 <br /> <br />NOTE: <br />KNEE BRACES ARE <br />REQUIRED IF POSTS ARE <br />NOT SET IN CONCRETE <br />FOOTING <br /> <br />END VIEW SINGLE CARPORT <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER, DEVELOPMENT CONSUL TANT <br />POBOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 7674774 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnl N PI RMISSION OF LAWRENCE E BENNETT P [ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2-9 <br />