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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br /> <br /> <br />r- <br /> <br />I <br />III <br />:~ <br /> <br />..... <br />N <br />W <br />..J <br />CD <br /><i <br />~ <br />..J <br />Z <br /><i <br />0.. <br />en <br />~ <br /><i <br />w <br />CD <br /> <br />_L <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 />.---.., <br /> <br /> <br />* MINIMU OPE SHALL BE <br />1/2" PER 12 <br />0.026" PANS FO <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 />1- <br /> <br />N <br />W <br />..J <br />CD <br /><i <br />~ <br />..J <br />Z <br /><i <br />0.. <br />en <br />~ <br /><i <br />w <br />CD <br /> <br />L <br /> <br />~ <br /> <br />SECTION 2 <br /> <br />t MON~-;LOPED t <br />III ROOF III <br />III OVERHANG II' <br />II VARIES II <br />A2 -~ A2 <br /> <br />III ~- <br />1,1 V/ <br />II' I I <br />II I <br />1'1 <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 />1/2 r <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 />PO BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767~556 <br /> <br />SEAL <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 />PAGE <br /> <br />2-9 <br />