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14 <br />' <br />- <br />4 <br />" <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />8'-0" <br />8'-4" <br />15 <br />' <br />- <br />0 <br />" <br />5' <br />- <br />1 <br />" <br />26 <br />' <br />- <br />0 <br />" <br />5'-2" <br />10 <br />' <br />- <br />1 <br />0 <br />" <br />59'-10" <br />31'-4" <br />±21'-7" <br />4' <br />- <br />4 <br />" <br />11'-5" <br />11'-11" <br />4' <br />- <br />8 <br />" <br />10 <br />' <br />- <br />5 <br />" <br />up <br />up <br />dn <br />dn <br />dn <br />dn <br />3'-0" <br />CLR. <br />3' <br />- <br />0 <br />" <br />CL <br />R <br />. <br />4' <br />- <br />2 <br />" <br />7'-2" <br />FIRST FLOOR PLAN <br />A111 <br />KEYNOTES# <br />FLOOR PLAN NOTES <br />NORTH <br />1.EXISTING WALLS TO REMAIN - CLEAN AND PAINT AT LOCATIONS ADJACENT TO OR WITHIN <br />NEW WORK AREAS - SEE FINISH PLAN. WHERE EXISTING WALLS ARE PART OF RATED <br />CORRIDOR, ENSURE WALLS ARE FULL-HEIGHT WITH INSULATION & TYPE "X" GYP. BD. ON <br />BOTH SIDES, PER 1-HOUR RATED WALL TAG. <br />2.EXISTING STOREFRONT TO REMAIN. CLEAN & REPAIR / REPLACE GLASS OR FRAME AS <br />REQUIRED. <br />3.NEW MOP SINK & WATER HEATER. SEE PLUMBING DRAWINGS. <br />4.ALIGN NEW WALL FINISH WITH EXISTING ADJACENT WALLS. <br />5.NEW ACCESSIBLE WASHER AND DRYER, SEE PLUMBING DRAWINGS. <br />6.PROVIDE FULL HEIGHT FRP WALL COVERING OVER MOISTURE-RESISTANT GYP. BD. <br />7.NEW DUAL-HEIGHT DRINKING FOUNTAIN, SEE DETAIL 7/A401. <br />8.NEW CONCRETE SLAB, SLOPE 2% AWAY FROM BUILDING, SEE STRUCTURAL DRAWINGS. <br />9.NEW CONCRETE STAIRS WITH CONTRASTING STRIPE AT EACH STAIR. PROVIDE TUBE <br />STEEL HANDRAILS / GUARDRAIL. <br />10.EXISTING TREE PLANTERS TO REMAIN. PROVIDE PROTECTIVE TREE GRATES TO <br />ACCOMMODATE TREES & DRAINS. <br />11.NEW RESTROOMS, NEW FIXTURES AND FINISHES. SEE SHEETS A400 & A401. <br />12.EXISTING STAIRS TO REMAIN. VERIFY HANDRAILS & WARNING STRIPES OCCUR PER <br />DETAIL 12/A801. <br />13.NEW LOCATION OF EXISTING SECOND FLOOR RECEPTION AREA MILLWORK. COORDINATE <br />WITH OWNER TO PROVIDE ELECTRICAL, DATA AND PHONE CONNECTIONS. SEE 9/A300. <br />14.STRUCTURAL BEAM ABOVE TO REMAIN. PROTECT IN PLACE. <br />15.DASH LINE REPRESENTS NEW CANOPY ABOVE AT NEW ENTRY. <br />16.EXISTING BUILDING OVERHANG. <br />17.NEW 6'-0" HIGH WROUGHT IRON FENCE, MATCH EXISTING STYLE. <br />18.NEW PLANTER. SEE SHEET A300 & STRUCTURAL DRAWINGS. <br />19.ADD POWER AND DATA TO COLUMN LOCATIONS, ENSURE OUTLET IS GFCI. <br />20.NEW HOSE BIB CONNECTION POINT ADJACENT TO RESTROOM EXTERIOR WALL. <br />21.EXISTING TUBE STEEL FENCE, PROTECT IN PLACE. <br />22.NEW LOCATION OF RELOCATED FLAG POLE. <br />23.COURTYARD TO RECEIVE NEW INFILL / CONCRETE SLAB TO MATCH EXISTING ADJACENT <br />ELEVATION. SEE STRUCTURAL DRAWINGS. <br />4 <br />XXX DENOTES DOOR, SEE DOOR SCHEDULE <br />EXISTING WALL / PARTITION TO REMAIN <br />LEGEND <br />EXTERIOR 1-HOUR WOOD STUD WALL - 2x6 WOOD STUDS @ 16" O.C. WITH 5/8" <br />TYPE-X GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT TYPE-X GYP. BD. AT <br />RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER <br />PLYWOOD SHEATHING. WALL CAVITY FILLED WITH R-19 BATT INSULATION. EXTEND <br />STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. <br />1 <br />2 <br />3 <br />MEN'S <br />RESTROOM <br />107 <br />WOMEN'S <br />RESTROOM <br />106 <br />A400 <br />1 <br />119118 <br />A401 <br />1 <br />112 <br />111 <br />120 <br />121 <br />117 <br />116 <br />103 <br />101 <br />1-HOUR <br />CORRIDOR <br />111 <br />ALL-GENDER <br />RESTROOM <br />103 <br />OFFICE <br />STORAGE <br />110 <br />104 <br />1 <br />3 <br />11 <br />3 <br />3 <br />1 <br />1 <br />4 <br />6 <br />4 <br />AL <br />I <br />G <br />N <br />3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />13 <br />1 <br />11 <br />11 <br />11 <br />12 <br />12 <br />14 <br />14 <br />3A <br />3 <br />3A <br />15 <br />16 <br />TYP. <br />16 <br />TYP. <br />17 <br />18 <br />18A300 <br />1 <br />19 <br />19 <br />20 <br />(E)OFFICE (E)OFFICE (E)OFFICE <br />(E)OFFICE(E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)STOR. <br />MAINT. <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)STOR. <br />(E)OPENOFFICE <br />(E)STORAGE <br />(E)STORAGE <br />(E)OFFICE <br />(E)OFFICE (E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)LOBBY <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)SUPPLY <br />(E)MAINT. <br />(E)ELEC.RM(E)ELEC.RM <br />(E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)CONFERENCE <br />(E)COURTYARD <br />(E)OPENOFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE(E)OFFICE(E)OFFICE <br />(E)OFFICE <br />(E)CONFERENCE <br />(E)CONFERENCE <br />(E)OFFICE <br />(E)OFFICE <br />(E <br />) <br />S <br />T <br />O <br />R <br />. <br />(E)JAN.(E)OPENOFFICE <br />(E <br />) <br />S <br />T <br />O <br />R <br />A <br />G <br />E <br />(E)OFFICE (E)OFFICE <br />(E)LOBBY <br />(E)OFFICE <br />(E)OFFICE <br />21 <br />9 <br />W D <br />5 <br />15 <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE(E)CONF. <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)STORAGE <br />(E)STORAGE <br />(E)LOBBY <br />(E)OFFICE <br />(E)OFFICE <br />102 <br />JANITOR <br />102(E)HALLWAY <br />LAUNDRY <br />104 <br />BREAK RM. <br />105 <br />115 <br />(E)OFFICE <br />22 <br />23 <br />23 <br />10 <br />10 <br />8 <br />17 <br />9 <br />21 <br />8 <br />1 <br />A702 <br />2 <br />A702 <br />A701 <br />2 <br />A701 <br />1 <br />CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />B <br />S <br />B <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />, <br /> <br />i <br />n <br />c <br />. <br /> <br />a <br />n <br />d <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 />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <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 />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />08.08.2023PLANNING SUBMITTAL <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 />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <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 />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />1ST PC SUBMITTAL - BUILDING <br />PLAN CHECK RESUBMITTAL <br />02.08.2024 <br />PLAN CHECK RESUBMITTAL 09.09.2024 <br />970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 <br />O: 310.217.8885 <br />BSBDESIGN.COM <br />PLAN CHECK RESUBMITTAL 10.17.2024 <br />A300 <br />2 <br />A PLAN CHECK CORRECTIONS 09.09.2024 <br />A <br />INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH <br />5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL <br />CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF <br />STRUCTURE ABOVE. <br />1 <br />2 <br />2 <br />2 <br />3 <br />EXTERIOR WOOD STUD WALL - 2x4 WOOD STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON <br />INTERIOR SIDE (MOISTURE-RESISTANT AT RESTROOMS), 7/8" CEMENT PLASTER <br />OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY <br />FILLED WITH SOUND BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION <br />TO UNDERSIDE OF STRUCTURE ABOVE. <br />3 <br />3A <br />4 <br />A802 <br />1 <br />A802 <br />2 <br />(E)ELEV <br />1-HOUR <br />CORRIDOR <br />108 <br />STORAGE <br />109 <br />DENOTES STOREFRONT, SEE STOREFRONT TYPES <br />24 <br />SCALE: 1/8" = 1'-0" <br />80 16 32 <br />4 INTERIOR METAL STUD PARTITION - 6" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" <br />GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT RESTROOMS). WALL CAVITY <br />FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF <br />STRUCTURE ABOVE. <br />A802 <br />1 <br />A802 <br />4 <br />6 <br />3 <br />3 <br />5 <br />A802 <br />5 <br />5 INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH <br />5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL <br />CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS 6" ABOVE THE <br />CEILING. <br />A802 <br />1 <br />A802 <br />6 <br />NOTE: WHERE NEW WALLS / INFILLS OCCUR, THE HEIGHT OF THE WALL <br />SHALL MATCH THE EXISTING ADJACENT CONDITIONS. <br />1.TYPE, FINISH, AND HEIGHT OF ALL EXTERIOR WINDOW/STOREFRONT SYSTEM TO MATCH <br />EXISTING. <br />2.EXISTING EXIT INDICATES A NEW EXIT SIGN, EXIT INDICATES AN EXISTING EXIT SIGN. (R) <br />INDICATES AN EXISTING RELOCATED EXIT SIGN. EXIT SIGNS AND DIRECTIONAL EXIT SIGNS <br />HAVE MIN. 6" H x 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. <br />WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THEY ARE CLEARLY <br />VISIBLE. EXIT SIGNS ARE TO BE SELF ILLUMINATING TYPE. <br />3.ADJUST ALL NEW AND EXISTING DOOR CLOSERS TO REMAIN (WITHIN THE AREA OF WORK) <br />NOT TO EXCEED A.D.A. MAXIMUM OPERATING FORCES WHERE APPLIES. <br />4.PROVIDE VENTILATION IN ACCORDANCE WITH CHAPTER 12 OF THE CALIFORNIA BUILDING <br />CODE, 2022 EDITION . SEE MECHANICAL PLANS. <br />5.PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND CEILINGS. <br />6.GLAZING WITHIN 24" ARC OF A SWING DOOR OR 18" FROM FLOOR SHALL COMPLY WITH <br />SECTION 2406 OF THE CALIFORNIA BUILDING CODE AND BE TEMPERED. <br />7.CONTRACTOR TO VERIFY EXACT HEIGHT TO ROOF STRUCTURE WHERE FULL HEIGHT STUDS <br />ARE INDICATED. CONTRACTOR MAY SUBMIT ALTERNATIVE FOR METAL STUD <br />CONFIGURATION TO ACCOMMODATE THE SPAN. <br />8.ELECTRICAL PANELS, SUBPANELS, FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS, <br />ETC. IN REQUIRED 1-HOUR WALLS SHALL BE PLACED AS SUCH NOT TO DISRUPT THE 1-HOUR <br />RATING. <br />9.ALL GYPSUM BOARD EDGES SHALL BE BLOCKED WHERE IT DOES NOT FALL ON A FRAMING <br />MEMBER. <br />10.CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS (MECH., ELEC., PLUMBING, ETC.) TO <br /> BUILDING OWNER AT JOB COMPLETION & PRIOR TO APPLICATION OF PAYMENT. <br />11.PATCH AND REPAIR WALLS WHERE SWITCHES, OUTLETS, T-STATS, ETC. WERE REMOVED. <br />12.PROVIDE NEW FIRE EXTINGUISHERS. LOCATIONS OF EXTINGUISHERS TO BE DETERMINED <br />BY FIRE / BUILDING INSPECTOR. <br />EXISTING <br />2 <br />7 <br />114 <br />113 <br />A805 <br />4 <br />A805 <br />13 <br />A805 <br />1 <br />A805 <br />4 <br />A805 <br />5 <br />A805 <br />9 <br />A201 <br />1 <br />A201 <br />2 <br />1 <br />A202 <br />A202 <br />2 <br />6 INTERIOR METAL STUD PARTITION - 8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" <br />MOISTURE-RESISTANT GYP. BD. ON BOTH SIDES. WALL CAVITY FILLED WITH <br />SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. <br />A802 <br />1 <br />A802 <br />4 <br />110 <br />PLAN CHECK CORRECTIONS 11.21.2024C <br />3A INTERIOR 1-HOUR RATED METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ <br />16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT <br />WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND <br />STUDS TO UNDERSIDE OF STRUCTURE ABOVE. <br />A802 <br />17 <br />A805 <br />6 <br />A805 <br />7 <br />1-HOUR <br />LOBBY <br />101 <br />C <br />C <br />C <br />C <br />C <br />PLAN CHECK CORRECTIONS 12.17.2024D <br />D <br />REN. 11/30/25 <br />2130 E 4th St <br />2/11/2025