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<br />SECTION 2 <br /> <br />'l'--- <br />I <br />i <br />I <br />i <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />~~-- W ------1----- W ----J <br />II II II <br />II oVERHANGllVARIEs II <br />II II II <br />II II II <br />NI1W/2+0.H .f---.u Nl1w/2.-..-1N=w/2+~.H. <br /> <br />! ..:.:~/'/~ -I <br />II'@ <br />JI <br />I] <br />.JI <br />. If . <br />. U< <br /> <br />..- <br />N <br />W <br />...J <br />aJ <br />~ <br />...J <br />Z <br /><( <br />a. <br />(j) <br />~ <br /><( <br />W <br />aJ <br />I <br />I <br /> <br />_>k- <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 /> <br />DOUBLE CARPORT <br />SCALE: 1/4" - 1'-0" <br /> <br />. SLOPE <br /> <br />1/2 I <br /> <br />12 <br /> <br />KNEE BRACE <br /> <br />'W' FOR BEAM SIZE. <br /> <br />'W' FOR BEAM SIZE <br /> <br />. MINIMUM SLOPE SHALL BE 1/2" PER 12" <br />EXCEPT FOR 0026" PANS FOR WHICH THE <br />SLOPE SHALL BE 3/4" PER 12" FOR SPANS <br />EXCEEDING 12'-0" OR MANUFACTURERS <br />RECOMMENDED SLOPE <br /> <br />r- <br /> <br />.... ' <br /> <br />N <br />W <br />...J <br />aJ <br /><( <br />I- <br />...J <br />Z <br /><( <br />a. <br />(j) <br />~ <br /><( <br />W <br />aJ <br /> <br />L <br /> <br />~- W -----J <br />II II <br />II MONO-SLOPED ROqf <br />II OVERHANG VARIES II <br />II II <br />Ait^'/2+0.H, T A=W/2+'1IH. <br /> <br /> <br />.~ <br /> <br /> <br />~ <br />SHADING DENOTES MAXIMUM ROOF <br />AREA FOR COLUMNS AND FOOTING <br /> <br />SINGLE CARPORT <br />SCi\LE: 1/4" - 1'-0" <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 PER <br />TABLE 2.1.1 AND / OR TABLE 2.2.2 <br /> <br />NOTE KNEE BRACES ARE REQUIRED IF POSTS <br />ARE NOT SET IN CONCRETE FOOTING <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br />SCALE 1/4" - 1'-0" <br /> <br />BEAM IF REQUIRED \ <br />FOR KNEE BRACING \ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />END VIEW SINGLE CARPORT <br />SCALE: 1/4" = 1'-0" <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) 767-6556 <br /> <br />@ COPYRIGHT 1999 <br /> <br />56 NOT;ro BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. <br />