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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />I <br /> <br />...... <br />N <br />w <br />....J <br />CD <br />~ <br />....J <br />Z <br />oCt: <br />a.. <br />U) <br />~ <br />oCt: <br />w <br />CD <br /> <br />L- <br /> <br />~- <br /> <br />----- <br /> <br />t---W t w-t <br /> <br />III ~I OVERHANG III <br /> <br />:~ ~: VARIES ~: <br />A2-iA1 J_ f-A2 <br />:!: i--T-- V/- <br />~ I ~ ~ <br />III I ~I <br />W I W <br />III /1 <br />II III <br /> <br /> <br />NOTE: <br />FOR BEAM SPAN LENGTH <br />"A" FOR TABLE 2 EQUALS <br />THE LARGER OF: <br />A1=W <br />A2 = W/2+0.H. <br /> <br />DOUBLE CARPORT <br /> <br />* SLOPE <br /> <br />BEAM IF REQUIRED <br />FOR KNEE BRACING <br /> <br />1/2 I <br /> <br /> <br />12 <br /> <br />'W' FOR BEAM SIZE <br /> <br />KNEE BRACE <br />'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 />~ <br /> <br />--../ <br /> <br />1-- <br /> <br />...... <br />N <br />W <br />....J <br />CD <br />oCt: <br />I- <br />..J <br />Z <br />oCt: <br />a.. <br />U) <br />~ <br />oCt: <br />w <br />CD <br /> <br />L <br /> <br />~ <br /> <br />. . <br /> <br />SECTION 2 <br /> <br />II MONO-:LOPED t <br />III ROOF 1'1 <br />~I OVERHANG III <br />II VARIES II <br />A2--r-A2 <br /> <br />~I F7~ - <br />III V/ <br />III I <br />II I <br />III <br />III <br />II <br />I <br /> <br /> <br />SHADING DENOTES <br />MAXIMUM ROOF AREA <br />FOR COLUMNS AND <br />FOOTING <br /> <br />SINGLE CARPORT <br /> <br />* SLOPE <br /> <br />1/2 <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 I 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 />P.O. BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2-9 <br />