Laserfiche WebLink
HSS COLUMN <br />PER PLAN <br />(7)-#6 VERT <br />#4 TIES @ 12" O.C. <br />(3)-#4 TIES @ 2" O.C. <br />1/4" THK <br />SQUARE <br />PLATE <br />PAVEMENT OR S.O.G. <br />3" CLR <br />1" TYP <br />3" MIN <br />CLR <br />30 <br />" <br /> <br />M <br />A <br />X <br />3/16 <br />DIA PER PLAN <br />REFER TO ARCH FOR ISOLATING <br />PAVING FROM COLUMNS <br />A-A <br />SECTION A-A <br />9' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />3" <br />CLR <br />#4 TIES <br />@ 12" O.C. <br />(7)-#6 VERT <br />STAGGER HOOK <br />LOCATIONS <br />SCALE : NOT TO SCALES3.1 <br />POLE FOUNDATION DETAIL1 <br />REG <br />ISTERED PROFE SS IONAL <br />ENGINEE <br />RNo. <br />Exp. 9/30/24 <br />S4029 <br />YOUNG-K E UN NA <br />M <br />STATE OF CA LIFORNIA <br />ST R U C T U R AL <br />E N G I N E E R S I N CV C A <br />2151 Michelson Dr. #240 <br />Irvine, CA 92612 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: i735 <br />C I V I L Q uality <br />Service <br />Commitment <br />S T R U C T U R A L DBE MBE SBE <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />DATE ISSUED: <br />PROJECT NO: <br />100% CD 07/07/23 <br />REV. 1 08/21/23 <br />N.T.S. <br />08/10/2023 <br />S3.1 <br />FOUNDATION <br />DETAILS <br />2022-40123 <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />NE <br />W <br />H <br />O <br />P <br />E <br /> <br />L <br />I <br />B <br />R <br />A <br />R <br />Y <br />MO <br />D <br />E <br />R <br />N <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br />12 <br />2 <br /> <br />N <br />. <br /> <br />N <br />E <br />W <br />H <br />O <br />P <br />E <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />DESCRIPTION DATE <br />SIMPSON CBS OR <br />CUSTOM POST BASE <br />FOR 4X8 POST <br />(N)4X8 POST TO MATCH (E) <br />+/ <br />- <br />12 <br />" <br />MI <br />N <br />. <br />15 <br />" <br />2'-6" X 2'-6" <br />3" <br />ALL AROUND <br />CBS46 <br />12" <br />3" CLR <br />3" CLR <br />(E)SLAB ON GRADE <br />4" EPOXY W/ <br />SIMPSON SET-3G <br />(4)-#5 EA. WAY <br />TOP & BOT. <br />#4 EA. @ 16" O.C. <br />#4 EA. @ 16" O.C. <br />6" <br />6" <br />#4 CONT. <br />2 <br />S3.1 <br />(E)SLAB EDGE <br />PLAN VIEW (N)FTG BELOW <br />(N)EPOXY DOWEL <br />(N)#4 HAIRPIN AROUND <br />POST BASE <br />#4 HAIRPIN AROUND <br />POST BASE <br />(N)SLAB EDGE <br />(E)SLAB EDGE <br />SIMPSON CBS46 <br />SECTION <br />(N)POST & FTG @ STOREFRONT <br />7 <br />7 ASI #06 11/13/25