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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 />A4.0 <br />4 <br />A4.0 <br />2 <br />A4.01 <br />A4.0 3 <br />BB <br />7 <br />A5.0 <br />--8 <br />A5.0 <br />-- <br />8' <br />- <br />0 <br />" <br />STRENGTHEN (E) CONNECTION <br />STRENGTHEN (E) CONNECTION <br />4x BLOCKING AND <br />STRAP CONNECTIONS <br />(E) SHEAR <br />WALL BELOW <br />(N) FLAT 4X6 COLLECTOR <br />(SPLICED AS NEEDED) <br />STRENGTHEN <br />(E) CONNECTION <br />STRENGTHEN <br />(E) CONNECTION <br />STRENGTHEN <br />(E) CONNECTION(E) SHEAR <br />WALL BELOW <br />4x BLOCKING AND <br />STRAP CONNECTIONS (N) FLAT 4X6 COLLECTOR <br />(SPLICED AS NEEDED) <br />(N) FLAT 4X6 COLLECTOR <br />(SPLICED AS NEEDED) <br />(E) FLAT 4X6 <br />COLLECTOR <br />(E) SHEAR <br />WALL BELOW <br />(N) FLAT 4X6 COLLECTOR <br />OVER TOP OG GLB <br />(SPLICED AS NEEDED) <br />8' <br />- <br />1 <br />" <br />29 <br />' <br />- <br />9 <br />" <br />60'-8" <br />36'-0"24'-8" <br />26 <br />' <br />- <br />2 <br />" <br />36 <br />' <br />- <br />6 <br />" <br />TYP. <br />2305 <br />3.5 <br />3.5 <br />NOTES ON ROOF SEISMIC STRENGTHENING FOR REFERENCE ONLY <br />- REFER TO REFLECTED CEILING PLAN ON SHEET A2.0 & TO STRUCTURAL DRAWINGS <br />-ANCHOR HVAC ROOF TOP UNITS AS NOTED <br />2 <br />S3.2 <br />6 <br />S3.2 <br />1'-9 1/2" <br />1 <br />S3.2 <br />3 <br />S3.2 <br />1 <br />S3.2 <br />1 <br />S3.2 <br />V. <br />I <br />. <br />F <br />. <br />3' <br />- <br />0 <br />" <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br />1 <br />S3.2 <br />1 <br />S3.2 <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br /> <br />D <br />R <br />A <br />G <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br /> <br />( <br />E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br />7 <br />S3.2 <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br /> <br />( <br />E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br /> <br />D <br />R <br />A <br />G <br />V. <br />I <br />. <br />F <br />. <br /> <br /> <br />3 <br />' <br />- <br />0 <br />" <br />V. <br />I <br />. <br />F <br />. <br />3' <br />- <br />0 <br />" <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />L <br />A <br />T <br /> <br />D <br />R <br />A <br />G <br />3 <br />S3.2 <br />(N) WOOD <br />SHEAR WALL <br />BELOW <br />MI <br />N <br />. <br />3' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />3' <br />- <br />0 <br />" <br />13 <br />' <br />- <br />0 <br />" <br />1 <br />S3.2 <br />1 <br />S3.2 <br />TYP. <br />2305 <br />TYP. <br />2305 <br />(N) WOOD <br />SHEAR WALL <br />BELOW <br />(E) ROOF ACCESS HATCH <br />TO REMAIN - PROTECT IN <br />PLACE <br />TYP. <br />2305 <br />TYP. <br />2305 <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 />3 <br /> <br />P <br />M <br />RO <br />O <br />F <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 />A3.0 <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"1ROOF PLAN - EXISTING <br />N <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 />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