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dn <br />dn <br />open to below <br />6' <br />- <br />8 <br />" <br />1' <br />- <br />9 <br />" <br />10'-9" <br />14'-1" <br />9'-3" <br />12 <br />' <br />- <br />6 <br />" <br />7' <br />- <br />2 <br />" <br />10 <br />' <br />- <br />7 <br />" <br />10 <br />' <br />- <br />2 <br />" <br />15'-5" <br />9' <br />- <br />4 <br />" <br />6' <br />- <br />7 <br />" <br />5' <br />- <br />0 <br />" <br />3'-7" <br />5' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />5 <br />" <br />5' <br />- <br />6 <br />" <br />8' <br />- <br />6 <br />" <br />10'-1"4'-5" <br />4'-9" <br />2'-0" <br />±15'-9" <br />SECOND FLOOR PLAN <br />A112 <br />NORTH <br />6 <br />KEYNOTES <br />FLOOR PLAN NOTES <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 />MEN'S <br />RESTROOM <br />203 <br />WOMEN'S <br />RESTROOM <br />204 <br />ALL-GENDER <br />RESTROOM <br />201 <br />212 <br />OFFICE <br />210 <br />OFFICE <br />207 <br />OFFICE <br />209 <br />OFFICE <br />208 <br />OFFICE <br />202 <br />OFFICE <br />JANITOR <br />211 <br />A400 <br />1 <br />A401 <br />1 <br />212 <br />210 <br />209 <br />213 <br />211 <br />203 <br />201 <br />217 <br />215 <br />214 <br />202 <br />216 <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.ALIGN NEW WALL FINISH WITH EXISTING ADJACENT WALLS. <br />3.NEW STEEL CANOPY BELOW WITH METAL SEAM ROOF. SEE 5 & 6 / A805 & STRUCTURAL <br />DRAWINGS. <br />4.PROVIDE FULL HEIGHT FRP WALL COVERING OVER MOISTURE-RESISTANT GYP. BD. AT <br />ALL WALLS IN THIS ROOM. <br />5.NEW RESTROOMS, NEW FIXTURES AND FINISHES. SEE A400 AND A401. <br />6.EXISTING STAIRS TO REMAIN. VERIFY HANDRAILS & WARNING STRIPES OCCUR PER <br />DETAIL 12/A801. <br />7.EXISTING STOREFRONT TO REMAIN. CLEAN & REPAIR / REPLACE GLASS OR FRAME AS <br />REQUIRED. <br />8.NEW STOREFRONT WINDOW (3'-0" WIDE) WITH TEMPERED 1/4" GLASS. HEIGHT & FRAME <br />TYPE TO MATCH EXISTING ADJACENT. <br />9.STRUCTURAL BEAM TO REMAIN. PROTECT IN PLACE. <br />10.EXISTING AREA DRAIN TO REMAIN, REPAIR & REPLACE AS REQUIRED. <br />11.POUR CONCRETE TOPPING & CORRECT SLOPING TO DRAINS, AS REQUIRED. PROVIDE <br />EPOXY FINISH PER FINISH SCHEDULE. <br />12.NEW DUAL-HEIGHT DRINKING FOUNTAIN, SEE DETAIL 7/A401. <br />13.EXISTING LOW WALL TO REMAIN. PATCH, REPAIR & PAINT AS REQUIRED. <br />14.INFILL EXISTING WINDOW WITH FRAMING & FINISHES TO MATCH ADJACENT. <br />15.NEW LOCATION OF RELOCATED DOOR & FRAME. <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />17 <br />2 ALIGN <br />5 <br />5 57 <br />10 <br />6 <br />6 <br />9 <br />9 <br />3A2 <br />2 <br />3 <br />TYP. <br />5 <br />TYP. <br />3A <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />8 <br />(E)OPENOFFICE (E)OFFICE (E)OFFICE <br />(E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)STORAGE <br />(E <br />) <br />S <br />T <br />O <br />R <br />. <br />(E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)LOBBY <br />(E)OFFICE (E)OFFICE <br />(E)OFFICE(E)OFFICE(E)OFFICE <br />(E)STOR. <br />(E)BREAKROOM <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE(E)OFFICE <br />(E)OFFICE <br />(E)STOR. <br />(E)OFFICE(E)LOBBY(E)OFFICE <br />(E)OFFICE(E)OFFICE(E)OFFICE(E)OFFICE(E)OFFICE <br />(E)OFFICE <br />(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)OFFICE(E)OFFICE <br />(E)OFFICE (E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)ELEV. <br />(E)JAN. <br />(E)OFFICE <br />(E)OFFICE <br />(E)OPENOFFICE <br />(E)OPENOFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />(E)OFFICE <br />1-HOUR <br />LOBBY <br />200 <br />3 <br />3 <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 />10 <br />10 <br />10 <br />10 <br />11 <br />11 <br />11 11 <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 />A805 <br />1 <br />A805 <br />4 <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 RESTROOMS). WALL <br />CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF <br />STRUCTURE ABOVE. <br />A805 <br />5 <br />A805 <br />9 <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.A805 <br />4 <br />A805 <br />13 <br />A802 <br />1 <br />A802 <br />2 <br />DENOTES STOREFRONT, SEE STOREFRONT TYPES <br /># <br />A PLAN CHECK CORRECTIONS 09.09.2024 <br />A <br />206 <br />HALLWAY <br />1 <br />2 <br />2 <br />5 <br />3A <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 />17 <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 />5 <br />3 <br />TYP. <br />5 <br />TYP. <br />4 <br />1 <br />TYP. <br />7 <br />12 <br />2 <br />AL <br />I <br />G <br />N <br />13 <br />13 <br />A201 <br />1 <br />A201 <br />2 <br />1 <br />A202 <br />A202 <br />2 <br />4 <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 />3A <br />SIM. <br />SIM. <br />PLAN CHECK CORRECTIONS 11.21.2024C <br />3A <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 />C <br />C <br />1-HOUR <br />CORRIDOR <br />205 <br />C <br />C <br />14 <br />14 <br />PLAN CHECK CORRECTIONS 12.17.2024D <br />D <br />2 ALIGN <br />PLAN CHECK CORRECTIONS 1.16.2025E <br />E <br />15 <br />E <br />REN. 11/30/25 <br />2130 E 4th St <br />2/11/2025