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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />N <br />W <br />-l <br />CD <br /><t: <br />I- <br />-l <br />Z <br /><t: <br />CL <br />U) <br />:2 <br /><t: <br />w <br />CD <br /> <br />--run <br />~- <br /> <br />II <br />III <br />y n-- A2 <br />III <br />I ~I <br />III <br />Ii <br />I'I <br />III <br />III <br />~ <br /> <br />-....-. <br /> <br />ill <br /> <br />------ - 1]1 <br />~ <br />W * <br />~I <br />III <br />III <br />ii <br />-- -,---- A1 IT <br />1,1 <br />- - --l <br />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 />BEAM IF REQUIRED _, <br />FOR KNEE BRACING \ <br /> <br />DOUBLE CARPORT <br /> <br />. SLOPE <br /> <br />- u_ ----r-- <br />W ----- --t <br />- -- <br /> <br />II <br /> <br />OVERHANG <br />VARIES <br /> <br />,11 <br />~ <br />III <br /> <br />III <br />II <br />- - -- .f--. A2]f- <br />- -----v.' . ../ -AY-..I <br />/ /A/~I <br />~//<///1::l <br /> <br />~ <br /> <br />V/ :1>] <br /> <br />1 12 ~.- <br />\ 12 <br /> <br />I.. 'W' FOR BE~~ srzE\1'WFO::::~::1 <br /> <br />. MINjMUM-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 />)c------ <br /> <br />I <br /> <br />I <br /> <br />------Tl <br /> <br />~----- -- W-------~ <br /> <br />III MONO-SLOPED III <br />III ROOF Iii <br />ill OVERHANG III <br />II VARIES II <br />--IT- A2 - ---1- A2 1r <br /> <br />:!: V/%- <br />ill ~/, I <br />II ' I <br />I'I <br />III <br />II <br />___t. <br /> <br /> <br />N <br />W <br />-l <br />aJ <br /><t: <br />I- <br />-! <br />Z <br /><t: <br />CL <br />U) <br />:2 <br /><t: <br />w <br />aJ <br /> <br /> <br />-~ <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 I <br /> <br />12 <br /> <br />0-_-- <br />------------ <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 />P.O. BOX 4368, SOUTH DAYTONA, FL 3,'121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <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 />2-9 <br />