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A <br />123645 <br />C <br />D <br />E <br />B <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6x6 <br />(E) Pipe <br />3 <br />S <br />T <br />D <br />(E) Pipe <br />4 <br />S <br />T <br />D <br />(E) Pipe <br />4 <br />S <br />T <br />D <br />(E) Pipe <br />4 <br />S <br />T <br />D <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />36 <br />' <br />- <br />6 <br />" <br /> <br />2 <br />6 <br />' <br />- <br />2 <br />" <br /> <br />8 <br />' <br />- <br />1 <br />" <br /> <br />2 <br />9 <br />' <br />- <br />9 <br />" <br />(E) 4" CONC. SLAB <br />ON GRADE <br />DEPRESSED 18" IN <br />HATCHED AREA <br />(E) 4" CONC. SLAB <br />ON GRADE, TYP. <br />(E) 6 <br />x <br />6 POS <br />T <br />1' <br />- <br />6 <br />" <br />1'-0" <br />2'-6" <br />1' <br />- <br />6 <br />" <br />1'-0" <br />1' <br />- <br />6 <br />" <br />1' <br />- <br />6 <br />" <br />1'-0" <br />1' <br />- <br />6 <br />" <br />1'-0" <br />1' <br />- <br />6 <br />" <br />1'-0" <br />1'-0" <br />1'-0" <br />1' <br />- <br />6 <br />" <br />3 <br />11 <br />(E) SIMPSON HD-2 <br />(E) SIMPSON HD-2 <br />2x6 P <br />OST <br />2x6 P <br />OST <br />2x6 P <br />OST <br />2x6 P <br />OST <br />2x6 P <br />OST <br />2x6 P <br />OST <br />(E) CUSTOM <br />HOLDOWN <br />(E) CUSTOM <br />HOLDOWN <br />3 <br />1 <br />4x6 P <br />OST <br />(E) SIMPSON HD-6 <br />(E) SIMPSON HD-6 <br />4 <br />4 <br />(E) 6 <br />x <br />6 POS <br />T <br />(E) 6 <br />x <br />6 POS <br />T <br />33 <br />CF <br />3 <br />6 <br />x <br />2 <br />4 <br />3.5 <br />20'-0" 8'-0" 14'-9 1/2" 17'-8 1/2" 59'-6" 60'-6" <br />180'-6" <br />10 <br />0 <br />' <br />- <br />6 <br />" <br />1'-3 1/2" <br />3'-0" <br />H1 <br />LIGHT FRAMED WALL LEGEND <br />SHEAR WALL PER <br />HOLDOWN PER <br />PLAN NOTES: <br />1. SEE SHEET S3.1 FOR FOOTING SCHEDULES. <br />2. SEE SHEETS S0.11 AND S0.12 FOR SHEAR <br />WALL AND HOLDOWN SCHEDULES. <br />1 <br />/9 S0.11 <br />/5 S0.12 <br />2x6 P <br />OST H1 <br />2x6 P <br />OST H1 <br />H1 <br />H3 <br />H3 <br />H1 <br />H1 <br />H2 <br />H2 <br />H1 <br />H1 <br />H1 <br />H1 <br />DEMO (E) WALLS AND <br />SLAB TO INSTALL NEW <br />SHEAR WALL AND <br />FOOTING. <br />H1 <br />7' <br />- <br />6 <br /> <br />1 <br />3 <br />/ <br />1 <br />6 <br />" <br />8' <br />- <br />6 <br />" <br />H3 <br />H3 <br />4' <br />- <br />0 <br />" <br />1' <br />- <br />1 <br />" <br />44 <br />S3.1 <br />1 <br />8' <br />- <br />7 <br /> <br />3 <br />/ <br />1 <br />6 <br />" <br />1'-0" <br />CF <br />3 <br />2 <br />x <br />2 <br />4 <br />DOWEL LONG. BARS <br />INTO (E) FOUNDATIONS <br />DRILL THROUGH (E) <br />FOOTING TO PASS <br />LONG. BARS THROUGH, <br />EPOXY TO (E) <br />FOOTINGS <br />5' <br />- <br />0 <br />" <br />CF <br />4 <br />4 <br />x <br />2 <br />4 <br />C <br />F <br />4 <br />4 <br />x <br />2 <br />4 <br />3'-8" <br />(E) 2'-0" DEEP FOOTING, <br />CONTRACTOR TO V.I.F. <br />(E) 2'-0" DEEP FOOTING, <br />CONTRACTOR TO V.I.F. <br />(E) 2'-0" DEEP FOOTING, <br />CONTRACTOR TO V.I.F. <br />Plan Check Number: <br />Project Number: <br />20 <br />2 <br />2 <br /> <br />R <br />Y <br />+ <br />A <br />O <br />, <br /> <br />L <br />L <br />P <br />Th <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />r <br />e <br /> <br />c <br />o <br />p <br />y <br />r <br />i <br />g <br />h <br />t <br /> <br />p <br />r <br />o <br />t <br />e <br />c <br />t <br />e <br />d <br />. <br /> <br /> <br />U <br />n <br />d <br />e <br />r <br /> <br />s <br />u <br />c <br />h <br /> <br />p <br />r <br />ot <br />e <br />c <br />t <br />i <br />o <br />n <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />u <br />s <br />e <br /> <br />i <br />s <br /> <br />n <br />o <br />t <br /> <br />p <br />e <br />r <br />m <br />i <br />t <br />t <br />e <br />d <br />. <br /> <br />T <br />h <br />e <br />s <br />e <br /> <br />p <br />la <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />o <br />r <br /> <br />u <br />s <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />b <br />y <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br /> <br />O <br />r <br />a <br />n <br />g <br />e <br />. <br />c <br />SEAL <br />CONSULTANT <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />F <br />i <br />l <br />e <br /> <br />N <br />a <br />m <br />e <br />: <br />Sh <br />e <br />e <br />t <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />: <br />S H E E T <br />-- <br />731 South Highway 101, Suite 1M, <br />Solana Beach, CA 92075 <br />(714) 639-9860 <br />ry-aoarchitects.com <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />g <br />v <br />o <br />s <br />s <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />B <br />L <br />D <br />C <br /> <br />s <br />g <br />h <br />_ <br />S <br />E <br /> <br />R <br />E <br />V <br />I <br />T <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <br />_ <br />V2 <br />0 <br />2 <br />3 <br />_ <br />g <br />v <br />o <br />s <br />s <br />@ <br />s <br />g <br />h <br />. <br />c <br />o <br />m <br />. <br />r <br />v <br />t <br />10 <br />/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />4 <br />: <br />1 <br />8 <br />: <br />3 <br />2 <br /> <br />P <br />M <br />FI <br />R <br />S <br />T <br /> <br />F <br />L <br />O <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />238143.00-BLDC <br />8631 RUSH STREET <br />ROSEMEAD, CA 91770 <br />626-302-3687 <br />SOUTHERN CALIFORNIA EDISON <br />SC <br />E <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />B <br />l <br />d <br />g <br /> <br />C <br /> <br />V <br />o <br />l <br />u <br />n <br />t <br />a <br />r <br />y <br />Se <br />i <br />s <br />m <br />i <br />c <br /> <br />R <br />e <br />t <br />r <br />o <br />f <br />i <br />t <br />13 <br />2 <br />7 <br /> <br />S <br />. <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />101119260 <br />S1.0 <br />2024-01-24 Issue for Plan Check <br />2024-06-11 Re-Issue for Plan Check <br />2024-10-25 RTU Anchorage Added1/8" = 1'-0" <br />PLAN - LEVEL 11 <br />11 <br />1 <br />2024-06-11 1 Re-Issue for Plan Check <br />1327 S Grand Ave <br />12/12/2024