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1/4" COL CAP <br />HSS BEAM <br />PER PLAN <br />WHERE OCCURS <br />HSS COL <br />PER PLAN <br />HSS BEAM <br />PER PLAN <br />N.S. <br />F.S <br />N.S. <br />F.S <br />3/16 <br />GROUND LEVEL <br />0" <br />T.O.S.= <br />T.O.S.= <br />HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />HS <br />S <br />6 <br />X <br />6 <br />X <br />1 <br />/ <br />2 <br />S3.1 <br />1 <br />S4.1 <br />1 TYP <br />FOR FTG <br />SEE <br />DET <br />T.O.ENTRY <br />FRAMING <br />16' - 5" <br />9' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />7 <br />/ <br />8 <br />" <br />10' - 5 7/8" <br />HSS6X6X1/2 HSS6X6X1/2 <br />HSS6X6X1/2 <br />16' - 5" <br />NOTE: SEE ARCHT'L (2/A62.4) <br />FOR COLUMN SPACING. <br />2 <br />S4.1 <br />TYP <br />S4.1 <br />3 <br />S4.1 <br />3 <br />Level 1 <br />0' - 0" <br />Top of Parapet_Low <br />14' - 4" <br />Top of Parapet_High <br />18' - 0" <br />B C D E <br />EQEQ EQ EQ EQEQ EQ <br />ACRYLIC SIGN PANEL <br />W/ NUT & WASHER <br />(ASTM A193 TYPE 316) <br />(SEE ARCH) <br />HSS COLUMN <br />PER PLAN <br />M10 (0.4" DIA.) THREADED ROD <br />(ASTM 193 TYPE 316) <br />THROUGH HSS @ MAX 48"O.C. <br />3 FORM BARREL BY OTHERS <br />HSS COL. <br />PER PLAN <br />HSS BM <br />OR HDR <br />PER PLAN <br />3/16 <br />3/16 <br />NS <br />FS <br />SCALE : NOT TO SCALES4.1 <br />HSS BEAM TO HSS COL1 <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 />As indicated <br />08/10/2023 <br />S4.1 <br />FRAMING <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 />SCALE : NOT TO SCALES4.1 <br />FRAMING ELEVATION9 <br />SCALE : NOT TO SCALES4.1 <br />TYP ACRYLIC PANEL TO HSS COL2 <br />SCALE : NOT TO SCALES4.1 <br />HSS BM OR HDR TO HSS COL CONNECTION3 <br />DESCRIPTION DATE <br />j <br />A <br />t <br />ri <br />0 <br />pc <br />tt <br />Pi <br />J <br />tI(N)GLULAM(24F-V4) <br />TO REPLACE <br />(E)GLULAM <br />(E)GLULAM <br />(N)4X8 FULL HT POST <br />2 <br />S3.1 <br />14 <br />S4.1 <br />13 <br />S4.1 <br />(N)4X FILLER <br />(N)CONT. 4X8 COL. <br />W/ (N)FTG. <br />(N)1/4" THK STL PL. @ <br />EA. SIDE W/ (3)-COL. OF <br />(4)-1" DIA. BOLTS <br />(N)1/4" THK STL PL. @ <br />EA. SIDE W/(3)-COL. OF <br />(4)-BOLTS <br />13 <br />S4.1 <br />(N)GLULAM @ STOREFRONT 14 <br />S4.1 <br />(N)GLULAM @ STOREFRONT <br />(N)GLULAM(24F-V4) <br />TO REPLACE <br />(E)GLULAM <br />(E)GLULAM4 1/2" <br />1 1/2" <br />2" <br />7 <br />7 ASI #06 11/13/25