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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> II II <br />I ~ ~ ~ I L-w-1 <br />~---W W <br />II II II /I /I <br />II "II . II II MONO-SLOPED ROOF II <br />.... OVERHANG VARES -'----_ ~ II OVERHANG VARES II <br />N II II II <br />~ JI 1 II II ! /I II <br />~ A I rW 12+0.H. f- A nW/2 i A J -W 121?.H. '1TW/2+0.H. i A-W/2+<W- <br />..J II II ~ ..J :j ~ <br />z ~ <br />4( II II <br />55 <br />~ II II m <br />II II <br />II II II <br />L II II L II <br />II II /I <br />~ U U <br />.. .. <br />'j<--- r--- <br />NOTE: FOR BEAM SPAN LENGni oAo FOR SHADING DENOTES MAXIUot ROOF <br /> TABLE 2 EQUALS TIE LARGER OF: A-W OR AREA FOR ca..LU8 AN) FOOTNG <br /> A-W/2+o.H. <br /> DOUBLE CARPORT SNGLE CARPORT <br /> <br /> <br />BEAM F RE~ . SLOPE <br />FOR KN:E BRACING '______ <br /> <br />~V21 <br /> <br />· SLOPE <br /> <br />.. <br /> <br />12 <br /> <br />V2 .. <br /> <br />KtEE BRACE <br /> <br /> <br />12 <br /> <br />-:----:------~==-.-...._==---==========---..- <br /> <br />-- W' FOR BEAM SIZE <br /> <br />W' FOR BEAM SIZE - <br /> <br />W FOR BEAM SIZE <br />SEE TABLE 2 . 1 . 1 <br />AN)/OR TABLE 2 . 1 . 2 <br />AFTER COt.RJ'TJ<<3 'A' <br />lARGEST VALlE <br /> <br />. MNMlJM SLOPE SHALL BE V2" PER 12" POST SIZE AN) SPA~ PER TABLE 2.2.1 <br />EXCEPT FOR 0.0260 PANS FOR WHCH AN>/OR TABLE 2.2.2 <br />THE SLOPE SHALL BE 3/40 PER 12" <br />FOR SPANS EXCEEDN3 12'-00 OR NOTE: IOEE BRACES ARE REQlR3) F POSTS <br />MANUFAC~ERS RECC>MYa<<lED SLOPE ARE NOT SET ~ ~ FOOTNG <br /> <br />END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT <br /> <br />Lawrence E. Bennett, P.E. <br />avI. EHGN:ER - 1E\iEl.OFM:NT CON9lL TANT <br />P.O. BOX 4388, SOUTli DAYTONA, Fl 3212t <br />1B..EPHOt>E (804) 787-4n4 <br />FAX (804) 7117-ll55e <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPAOOlJCED .. WHOl.E OR .. PART WIlliOUT nE WRITTEN PERMSSION OF LAWRENCE E BENETT, P.E <br /> <br />PAGE <br /> <br />51 <br />