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FLOOR LEVEL <br />0' - 0" <br />2 <br />T.O. CONC. SLAB <br />-1' - 6" <br />ROOF LEVEL <br />15' - 2 1/2" <br />T.O. PARAPET <br />16' - 5" <br />FOUNDATION <br />-3' - 0" <br />RCP LEVEL <br />10' - 0" <br />S3.2 <br />7 <br />S3.1 <br />1 <br />2'-8" <br />FLOOR LEVEL <br />0' - 0" <br />T.O. CONC. SLAB <br />-1' - 6" <br />ROOF LEVEL <br />15' - 2 1/2" <br />T.O. PARAPET <br />16' - 5" <br />FOUNDATION <br />-3' - 0" <br />RCP LEVEL <br />10' - 0" <br />3.5 <br />S3.2 <br />3 <br />S3.1 <br />4 <br />9' <br />- <br />0 <br />" <br />FLOOR LEVEL <br />0' - 0" <br />A <br />T.O. WALL <br />13' - 4 1/2" <br />T.O. CONC. SLAB <br />-1' - 6" <br />CDE <br />ROOF LEVEL <br />15' - 2 1/2" <br />T.O. CORRUGATED <br />20' - 6" <br />T.O. PARAPET <br />16' - 5" <br />FOUNDATION <br />-3' - 0" <br />B <br />124 <br />e312 <br />e302 <br />RCP LEVEL <br />10' - 0" <br />TYP. <br />e3305e742 <br />A5.0 <br />12 <br />TYP <br />2653 <br />981 <br />TYP. <br />2305 <br />A5.0 <br />11 <br />ALT <br />OR <br />A5.0 <br />5 <br />SPECIAL <br />CASE <br />OR <br />FLOOR LEVEL <br />0' - 0" <br />A <br />T.O. WALL <br />13' - 4 1/2" <br />T.O. CONC. SLAB <br />-1' - 6" <br />CDE <br />ROOF LEVEL <br />15' - 2 1/2" <br />T.O. CORRUGATED <br />20' - 6" <br />T.O. PARAPET <br />16' - 5" <br />FOUNDATION <br />-3' - 0" <br />B <br />RCP LEVEL <br />10' - 0" <br />1 <br />A5.0 <br />-- <br />e302 <br />124 <br />e302 <br />TYP. <br />e3305 <br />A5.0 <br />12 <br />TYP A5.0 <br />11 <br />ALT <br />OR <br />A5.0 <br />5 <br />SPECIAL <br />CASE <br />OR <br />FLOOR LEVEL <br />0' - 0" <br />T.O. CONC. SLAB <br />-1' - 6" <br />FLOOR LEVEL <br />0' - 0" <br />T.O. CONC. SLAB <br />-1' - 6" <br />(E) RAISED ACCESS FLOOR PANEL - TYPICAL <br />(E) RAF PEDESTAL @ 2'-0" OC, BOTH WAYS - TYPICAL <br />(E) REINF CONC SLAB-ON-GRADE - TYP <br />(N) 4-WAY BRACING @ (E) PEDESTAL <br />@ 8'-0" OC - TYPICAL - REFER TO NOTES <br />(N) TAPCON SCREW - 1/4" DIA, MIN 2" EMBED <br />- TYPICAL AT ALL PEDESTALS <br />RAF ANCHORING AND BRACING NOTES <br />THIS DETAIL APPLIES TO THE ENTIRETY OF <br />THE RAISED ACCESS FLOOR SYSTEM - GC TO <br />BRACE (E) PEDESTALS @ 8'-0"OC BOTH WAYS <br />- REFER TO PLAN SHEET A1.0 FOR LOCATIONS <br />THE (E) PEDESTAL BASE PLATES ARE <br />ANCHORED TO THE (E) CONC SLAB WITH <br />CONSTRUCTION ADHESIVE <br />- GC TO ANCHOR EACH (E) PEDESTAL W/ (4) <br />1/4" DIA TAPCON SCREWS PER BASE PLATE <br />TATE ACCESS FLOORS 4-WAY HEAVY DUTY <br />SEISMIC ANCHOR, SCHED 10 PIPE, EMT, BENT <br />PLATE OR STEEL ANGLE MAY BE USED FOR <br />THE 4-WAY BRACING - GC TO SUBMIT <br />PROPOSED BRACING METHOD FOR SE REVIEW <br />+ APPROVAL - BRACING SHALL BE ANCHORED <br />TO SLAB WITH HILTI KWIKBOLT - 3/8" DIA, 2 7/8" <br />EMBEDMENT <br />REINSTALL/REPLACE CARPET TILE AS REQ'D <br />16 <br />" <br />(N) HILTI KWIKBOLT - 3/8" DIA, 2 7/8" EMBED - TYP @ BRACE <br />(E) CARPET TILE - REMOVE & REINSTALL/REPLACE AS REQUIRED - TYPICAL <br />w1.0A <br />WALL FINISH <br />SIDE 2 <br />WALL FINISH <br />SIDE 1 <br />INTERIOR GRADE SHEATHING PER SCHEDULE <br />SECTION <br />FRAMING PER SCHEDULE <br />NOTE: <br />1. USE MOISTURE AND MOLD/RESISTANT WALL BOARD AT ALL <br />WET CONDITIONS: RESTROOMS, DRINKING FOUNTAINS, <br />JANITOR CLOSETS, ETC. <br />2. SEAL ALL PENETRATIONS INTO SOUND RATED ASSEMBLIES <br />WITH APPROVED RESILIENT ACOUSTIC SEALANT. ALL <br />RECESSED ITEMS SHALL BE SEALED TO MAINTAIN <br />INTEGRITY OF THE ACOUSTIC ASSEMBLY. <br />3. USE LOW-DENSITY SOUND INSULATION BATTS FROM <br />CERTAINTEED, JOHNS MANVILLE, OWENS CORNING. <br />SOUND ATTENUATION BATT INSULATION PER <br />SCHEDULE. FRICTION FIT BETWEEN FRAMING AND <br />WIRE TIE AS REQUIRED. <br />FLOOR LEVEL <br />0' - 0" <br />T.O. CONC. SLAB <br />-1' - 6" <br />(N) DIAGONAL BRACE <br />ATTACHED TO UNDERSIDE OF <br />PANEL WITH A TEK SCREW <br />AND ANCHORED TO (E) <br />CONCRETE SLAB WITH (N) <br />HILTI KWIKBOLT - 3/8" DIA, <br />2 7/8" EMBED <br />16 <br />" <br />PLEASE NOTE THAT BRACED FLOOR PANEL BECOMES INACCESSIBLE. <br />- LIMITED USE ONLY - CONFIRM W/ ARCHITECT AND SCE PRIOR TO EMPLOYING THIS DETAIL <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 />7 <br /> <br />P <br />M <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />& <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <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 />A5.0 <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 />1/4" = 1'-0"1Section 3 <br />Scale: <br />1/4" = 1'-0"2Section 4 <br />Scale: <br />3/16" = 1'-0"7Section 1 <br />Scale: <br />3/16" = 1'-0"8Section 2 <br />Scale: <br />3" = 1'-0"9PARAPET, TYP. <br />Scale: <br />3" = 1'-0"10EXISTING PLASTER WEEP SCREED <br />Scale: <br />1" = 1'-0"12RAF PEDESTAL ANCHOR & BRACING DETAIL <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 />Scale: <br />3" = 1'-0"3NON-RATED INTERIOR WALL <br />Scale: <br />1" = 1'-0"5ALT SEISMIC BRACE DETAILScale: <br />1" = 1'-0"11TATE 4-WAY SEISMIC BRACE DETAIL <br />NOTE: EXISTING DETAIL FOR REFERENCE ONLY - FIELD VERIFY EXISTING CONDITIONS <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