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CONTINUOUS FOOTING SCHEDULE <br />TYPE WIDTH LONG. BARS <br />BOTTOM <br />CF32x24 2'-8" <br />LONG. BARS <br />TOP TRANS. BARS THICKNESS <br />2'-0" <br />NOTE: <br />1. FOR CONTINUOUS FOOTING DETAIL SEE <br />2. BARS NOTED ON PLAN ARE IN ADDITION TO REINFORCING NOTED IN THE SCHEDULE <br />3. TRANSVERSE BAR QUANTITIES SHOWN ARE NUMBER OF VERTICAL BARS. PROVIDE CROSS <br />TIES AS REQUIRED TO ACHIEVE QUANTITIES ABOVE (2). <br />/4 S3.1 <br />CF36x24 3'-0" 2'-0" <br />3'-8" 2'-0"CF44x24 <br />(6) #8 <br />(8) #8 <br />(8) #8 <br />(6) #8 <br />(8) #8 <br />(8) #8 <br />COMMENTS <br />(2) #5 @ 6" <br />(2) #5 @ 6" <br />(3) #5 @ 6" <br />WIDTH PER SCHED. <br />SHEAR WALL <br />ABOVE <br />#4 TO MATCH (E) <br />S.O.G. BAR SPACING <br />DEMO (E) S.O.G. AND <br />PRESERVE LAP <br />LENGTH OF (E) REBAR <br />LAP LENGTH (E) S.O.G. WHERE <br />OCCURS PER PLAN <br />LONG. REINF. PER <br />PLAN & SCHED. <br />TRANS. REINF. PER <br />PLAN & SCHED. <br />NOTES: <br />1. FOOTING LONG. ADD BARS PER <br />PLAN SHALL BE DISTRIBUTED <br />EVENLY OVER FOOTING WIDTH <br />2. FOOTING TRANS. ADD BARS PER <br />PLAN SHALL PLACED BETWEEN <br />SCHEDULED REINF. AT A <br />SPACING OF 3" O.C., U.O.N. <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br /> <br />P <br />E <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />EQ. EQ. <br />0" <br />FLOOR LEVEL <br />2 <br />1'-1 3/4"5 1/2" <br />1'-0"2'-8" <br />V. <br />I <br />. <br />F <br />. <br />2' <br />- <br />0 <br />" <br />SHEAR WALLS PER PLAN, <br />SHEATH ONE WALL BOTH SIDES <br />AND THE OTHER ONE SIDE ONLY <br />#4 ADHESIVE <br />ANCHORS @ 12" O.C. <br />NOTE: FOR <br />INFORMATION SHOWN <br />BUT NOT NOTED, SEE /4 S3.1 <br />3/8"x4"x0'-11" PLATE <br />1 1/2" <br />5 1/2" <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 />3 <br /> <br />P <br />M <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <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 />S3.1 <br />2024-01-24 Issue for Plan Check <br />2024-06-11 Re-Issue for Plan Check <br />2024-10-25 RTU Anchorage Added <br />CONTINUOUS FOOTING SCHEDULE53/4" = 1'-0" <br />TYPICAL FOOTING SECTION43/4" = 1'-0" <br />SECTION - GL 2 FOUNDATION1 <br />1327 S Grand Ave <br />12/12/2024