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DN <br />DN <br />WH <br />A A <br />1 <br />1 <br />2 <br />23 <br />36 <br />6 4 <br />4 <br />5 <br />5 <br />CC <br />DD <br />EE <br />180'-6" <br />10 <br />0 <br />' <br />- <br />6 <br />" <br />A4.0 <br />4 <br />A4.0 <br />2 <br />A4.01 <br />A4.0 3 <br />Control Room <br />110 <br />Chiefs Office <br />108 <br />Chiefs Office <br />109 <br />Overview Room <br />111 <br />I.T. OPEN OFFICE <br />107 <br />Corridor 1 - Hour <br />101 <br />D.O.C. <br />113 <br />Break Room <br />114 <br />Women <br />115 <br />Men <br />116 <br />Company Central <br />117 <br />Storage <br />137 <br />SRO Office <br />118 <br />DOC Supervisors <br />119 <br />Company Central <br />120 <br />Lobby 1 - Hour <br />100 <br />Women <br />130 <br />Director <br />134 <br />Men <br />129 <br />Director's Conference <br />133 <br />Open Office <br />132 <br />Manager's Office <br />136 <br />Manager's Offuce <br />135 <br />Corridor 1 - Hour <br />131 <br />Janitor <br />128 <br />Electrical <br />127 <br />Engineering <br />125 <br />Engineering <br />124 <br />Office <br />126 <br />Open Office <br />123 <br />Mapping <br />122 <br />Conference <br />121 <br />Patio <br />Break Room <br />102 <br />Sub - Operators <br />103 <br />Telecom. <br />104 <br />I.T. Supv. <br />106 <br />Electrical <br />105 <br />BB <br />36 <br />' <br />- <br />6 <br />" <br />26 <br />' <br />- <br />2 <br />" <br />8' <br />- <br />1 <br />" <br />29 <br />' <br />- <br />9 <br />" <br />7 <br />A5.0 <br />-- <br />124 <br />e302 <br />8 <br />A5.0 <br />-- <br />(N) SHEAR WALLS <br />IN YELLOW <br />607 <br />NEW SHEAR <br />WALL IN YELLOW <br />607 <br />(N) CONCRETE <br />FOOTING <br />NEW CONCRETE <br />FOOTING IN RED <br />NEW 4X6 POST-INSTALLED <br />HOLD DOWN IN RED <br />A6.0 <br />2 <br />1' <br />- <br />6 <br />" <br />3.5 <br />3.5 <br />20'-0"8'-0"14'-9 1/2"17'-8 1/2"59'-4"60'-8" <br />32'-6" <br />A6.0 <br />1 <br />A6.1 <br />4 <br />A6.1 <br />3 <br />(N) 5/8" TYPE X GYPSUM BOARD <br />OVER <br />(N) PLYWOOD SHEATHING <br />FASTENED TO THE INTERIOR OF <br />(E) STUD WALL PER STRUCTURAL <br />(N) HOLD-DOWN - <br />SEE STRUCT DWGS <br />(N) HOLD-DOWN - <br />SEE STRUCT DWGS <br />(N) HOLD-DOWN - <br />SEE STRUCT DWGS <br />3'-0" <br />(N) 5/8" TYPE X GYPSUM BOARD <br />OVER <br />(N) PLYWOOD SHEATHING <br />FASTENED TO THE INTERIOR OF <br />(E) STUD WALL PER STRUCTURAL <br />(N) 5/8" TYPE X GYPSUM BOARD <br />OVER <br />(N) PLYWOOD SHEATHING <br />FASTENED TO THE INTERIOR OF <br />(E) STUD WALL PER STRUCTURAL <br /> <br /> <br />4' <br />- <br />0 <br />" <br />1' <br />- <br />1 <br />" <br />607 <br />(N) SHEAR WALLS <br />IN YELLOW <br />w1.0a <br />(N) CONCRETE <br />FOOTING <br />8' <br />- <br />6 <br />" <br />ALIGN W/FACE <br />OF MULLION <br />(N) 5/8" TYPE X GYP BOARD <br />OVER <br />(N) PLYWOOD SHEATHING <br />FASTENED TO THE INT OF <br />(E) STUD WALL <br />(E) HSS TRELLIS POST <br />PLACE ON (N) FOOTING <br />(N) RAISED ACCESS FLOOR 4-WAY <br />BRACING @ 8'-0 OC - BOTH WAYS <br />- TYPICAL OF (88) <br />(N) RAISED ACCESS FLOOR 4-WAY <br />BRACING @ 8'-0 OC - BOTH WAYS <br />- TYPICAL OF (88) <br />5' <br />- <br />0 <br />" <br /> <br /> <br />8' <br />7 <br /> <br />3 <br />/ <br />1 <br />6 <br />" <br />7' <br />- <br />6 <br /> <br />3 <br />/ <br />4 <br />" <br />3'-8" <br />** EXISTING TO REMAIN - PROTECT EXISTING CONSTRUCTION IN PLACE. <br />DAMAGE TO THE EXISTING BUILDING SHALL BE REPAIRED TO MATCH <br />ADJACENT EXISTING CONSTRUCTION. <br />**ALL ELECTRICAL WORK TBD BY GENERAL CONTRACTOR. ALL IT AND AV <br />WORK TO BE HANDLED INTERNALLY BY SCE. <br />731 South Highway 101, Suite 1M, <br />Solana Beach, CA 92075 <br />(714) 639-9860 <br />ry-aoarchitects.com <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 />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />r <br />o <br />b <br />e <br />r <br />t <br />s <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />A <br />O <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />3 <br />- <br />0 <br />6 <br />4 <br />6 <br /> <br />SC <br />E <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 />S <br />e <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 />_ <br />a <br />o <br />_ <br />c <br />o <br />m <br />m <br />_ <br />r <br />o <br />b <br />e <br />r <br />ts <br />. <br />r <br />v <br />t <br />6/ <br />1 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />5 <br />: <br />4 <br />0 <br />: <br />2 <br />0 <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 />2023-0646 <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 />O <br />U <br />T <br />H <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 />A1.0 <br />2024-01-24 Issue for Plan Check <br />2024-02-21 Issue for City Planning <br />2024-06-11 Re-Issue for Plan Check <br />Scale: <br />1/8" = 1'-0"1FLOOR PLAN <br />N <br />LEGEND <br />NEW WALLS <br />ASSEMBLY TYPE XX <br />EXISTING WALLS <br />DIRECTION OF SLOPE <br />WINDOW XX <br />EXIT SIGN <br />DOOR XX <br />GENERAL NOTES <br />124 (E) RAISED ACCESS FLOORING SYSTEM TO BE ANCHORED AND <br />BRACED PER DETAIL 12/A5.0 <br />125 REQUIRED MANEUVERING SPACE TO BE @44" CLR <br />339 NEW REINF CONC FOOTING - REFER TO STRUCTURAL DRAWINGS <br />340 NEW PLYWOOD SHEATHED SHEAR WALL - REFER TO STRUCTURAL <br />DRAWINGS <br />341 NEW GYPSUM BOARD ON NEW PLYWOOD SHEAR WALL <br />342 NEW PORCELAIN TILE ON RESTROOM SIDE OF NEW SHEAR WALL <br />344 APPLY FINISH/PAINT ON (N) SHEAR WALL FACING EXISTING <br />STOREFRONT PRIOR TO INSTALLATION <br />345 APPLY INTERIOR WINDOW FILM ON (E) STOREFRONT GLASSING PRIOR <br />TO THE CONSTRUCTION OF (N) SHEAR WALLS <br />607 (N) WOOD SHEAR WALL W/ (N) CONCRETE FOOTING PER STRUCTURAL <br />608 (N) POST-INSTALLED HOLD DOWN AT NEW OR EXISTING 4X6 POST <br />609 NEW 5/8" TYPE X GYPSUM BOARD OVER NEW PLYWOOD SHEATHING <br />FASTENED TO INTERIOR OF EXISTING STUD WALL PER STRUCTURAL <br />838 NEW OR EXISTING SALVAGED DOOR AND HM FRAME <br />981 NEW ACOUSTICAL CEILING TILE AND SUSPENSION SYSTEM- INSTALL <br />PER ICC ESR-1308 <br />KEYNOTES### <br />2305 ANCHOR (E) HVAC ROOF TOP UNITS TO (E) CURB WITH FASTENERS IN <br />ACCORDANCE WITH HVAC UNIT INSTALLATION INSTRUCTIONS FOR <br />SEISMIC ZONE <br />2653 INDEPENDENTLY SUPPORT (E) ILLUMINATED EXIT SIGN - SEE DETAIL <br />11/A8.0 <br />d9.7 REMOVE EXISTING FINISHES AS REQUIRED FOR RETROFIT WORK AND <br />PREP FOR NEW WORK <br />d123 REMOVE EXISTING PARTITION IN IT'S ENTIRETY AND PREP FOR NEW <br />WORK <br />d318 CUT AND REMOVE EXISTING REINF CONC SLAB-ON-GRADE AND PREP <br />FOR NEW FOOTING <br />d834 REMOVE EXISTING DOOR AND HM FRAME AND SALVAGE FOR <br />RE-INSTALLATION <br />d835 REMOVE EXISTING RESTROOM PARTITION SYSTEM AS REQUIRED FOR <br />RETROFIT WORK AND SALVAGE FOR RE-INSTALLATION OR PROVIDE <br />NEW. <br />d962 REMOVE EXISTING ACT CEILING AND SUSPENSION SYSTEM AND PREP <br />FOR NEW CEILING <br />d2301 REMOVE AND SALVAGE EXISTING MEP SYSTEMS FOR RE-CONNECTION <br />d2624 REMOVE (E) INTERIOR MOUNTED FLUORESCENT FIXTURE AND <br />REPLACE WITH (N) 277V MAGELLAN PENDANT LIGHT <br />e302 EXISTING CONC. SLAB ON GRADE TO REMAIN. <br />e312 EXISTING DEPRESSED SLAB TO REMAIN <br />e742 EXISTING ROOF TOP MECHANICAL UNITS AND ALL HVAC DISTRIBUTION <br />TO REMAIN. <br />e962 (E) CEILING TO REMAIN - PROTECT IN PLACE <br />e1402 EXISTING ROOF ACCESS LADDER - TEMP REMOVE AND SALVAGE FOR <br />RE-INSTALLATION <br />e2202 EXISTING MOP SINK TO REMAIN - COORDINATE W/ NEW CONCRETE <br />FOOTING <br />e3305 EXISTING ROOF SCREENING - CORRUGATED METAL SIDING TO REMAIN <br />e3306 EXISTING WATER HEATER - REMOVE AND REINSTALL - SEE PHOTOS <br />FOR REFERENCE <br />w1.0a N.R. INTERIOR WALL: 4" FULL HEIGHT METAL STUD FRAMING WITH CONT. 5/8" TYPE X GYP. <br />BD. SHEATHING ONE SIDE. PROVIDE GYP. BD. FROM THE FLOOR EXTEND MIN. 6" ABOVE <br />CEILING OR TO UNDERSIDE OF STRUCTURE OF STRUCTURE WHERE NO CEILING OCCURS. <br />ASSEMBLIES LEGENDXX <br />SEE SHEET A5.0 <br />REN. 4/30/25 <br />No. C-11043 <br />RICHARD S.YEN <br />STATE OF CALIFORNIA <br />REGISTERED ARCHITEC <br />T <br />2024-06-11 <br />1327 S Grand Ave <br />12/12/2024