Laserfiche WebLink
<br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />r ~ W 1 W r I w---i <br />II II II II <br />II o~IIVARES II MONO-SLOPED ROOF II <br />~ II II ~ II OVERHANG VAAEs II <br />! JI II ! II II <br />A IrW/2+O.H. f A' nW/2 ~/2+0.H. i A-W/2+<W- <br />-I II II -I ii ~ <br />~ II i <br />Bs <br />i II i <br /> II ' <br />L ' II L /I <br /> II II <br /> II /I <br /> U U <br />t- t- <br />'l<- 'l<- <br />NOTE: FOR BEAM SPAN LENGTH "A" FOR SHADIG DENOlES MAXMN ROOF <br /> TABLE 2 EQUALS TIE LARGER OF: A-W OR MEA FOR COI..lU48 AN) FOODG <br /> A-W/2+O.H. <br /> DOUBLE CARPORT SINGLE CARPORT <br /> <br /> <br />BEAM F REa.ED * SLOPE <br />FOR IOEE BRACN3 <br />~1/21 <br /> <br />. <br /> <br />* SLOPE <br /> <br />.. <br /> <br />1/2 <br /> <br />12 <br /> <br />12 <br /> <br />IOEE BRACE <br /> <br />W FOR BEAM SIZE <br />SEE TABLE 2 . 1 . 1 <br />AN)/OR TABLE 2 . 1 . 2 <br />AFTER ~ 'A' <br />LARGEST VALlE <br /> <br />W FOR BEAM SIZE <br /> <br />W FOR BEAM SIZE <br /> <br />* MNMJM SLOPE SHALL BE 1/2" PER 12" POST SIZE AN) SPACNG PER TABLE 2 .2.1 <br />EXCEPT FOR 0.026" PANS FOR WHCH AN)/OR TABLE 2 . 2 . 2 <br />TIE SLOPE SHALL BE 3/4" PER 12" <br />FOR SPANS EXCEEIlHG 12'-0" OR NOTE: IOEE BRACES ARE REQLR:D F POSTS <br />MAN.FACTlRRS RECOMMENlED SLOPE ARE NOT SET N CONCRE1C FooDG <br /> <br />END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT <br /> <br />Lawrence E. Bennett, P.E. <br />aVl. ENGItEER - OE\/ELOPIB./T CONSU..TANT <br />P.o. BOX 4388, 80UTlt DAYTONA, R. 32121 <br />TB.EPHClfE (1104) ""-4T14 <br />FAX (1104) ""-ll558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED II WHOLE OR II PART WITHOUT TIE WRrT1EN PERISSION OF LAWRENCE E. IIENETT, P.E. <br /> <br />PAGE <br /> <br />51 <br />