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CUSTOM CABINETS - <br />SEE A-3.0 <br />VENT PIPE SUPPLIED <br />& INSTALLED BY <br />PLUMBING <br />SUB-CONTRACTOR <br />1' <br />- <br />6 <br />" <br />PLUMBING PIPE <br />SUPPLIED & <br />INSTALLED BY <br />PLUMBING <br />SUB-CONTRACTOR <br />DRAIN AND SINK <br />CONNECTS BY <br />PLUMBING <br />SUB-CONTRACTOR <br />BASE/TRIM <br />34 <br />" <br />3 <br />A6.1 <br />CUSTOM CABINET SINK PLUMBING <br />1"=1'-0" <br />PROVIDE BACKING <br />IN WALL AS REQ. <br />(TYP.) <br />VENT CONDITION <br />IN CEILING PLENUM <br />BY PLUMBING <br />SUB-CONTRACTOR <br />LED TASK LIGHTING: <br />"ALKO SUPER INCH" <br />(CONT. TYP.) <br />3' <br />- <br />0 <br />" <br />GYP. BD. <br />ON MTL. <br />STUD <br />3" BRUSHED ALUM. WIRE <br />PULLS (TYP.) <br />2'-1" <br />BLK'G AS <br />REQ'D. <br />4" <br />SE <br />E <br /> <br />E <br />L <br />E <br />V <br />. <br />SE <br />E <br /> <br />E <br />L <br />E <br />V <br />. <br />PLASTIC LAM. ON 3/4" <br />PLYWOOD DECK <br />PLYWOOD DRAWER W/ <br />100 LBS FULL EXTN. <br />DRAWER GLIDES <br />INTERIOR SHELVES TO BE <br />3/4" MELAMINE FIN. OR <br />PLAS. LAM. AT SINKS. <br />INSTALL ON CLIP ANGLES <br />BASE - SEE FINISH SCHED. / <br />SHEET A-3.0 <br />BACKSPLASH <br />CABINET CASES TO BE <br />FLUSH OVERLAY 3/4" <br />PLYWOOD <br />CONSTRUCTION, OR AS <br />NOTED IN SPECS, WITH <br />PLASTIC LAM. FINISH (TYP.) <br />CONT. PLAS. LAM. SCRIBE <br />PANEL AND/OR SOFFIT <br />WHERE OCCURS - SEE <br />PLAN <br />2 <br />A6.1 <br />TYPICAL CABINET DETAIL <br />SCALE: 3"=1'-0" <br />VENT CONDITION <br />IN CEILING PLENUM <br />BY PLUMBING <br />SUB-CONTRACTOR <br />PER DETAIL BELOW (TYP). <br />SECURE HEATER TO WALL <br />GALV. SPILL PAN <br />+ <br />+ <br />~ <br />~ <br />+ <br />- <br />UNION, TYP. <br />WH <br />+ <br />S.O.V., TYP. <br />SECTION <br />5 <br />A6.1 <br />WATER HEATER BRACING <br />SCALE: NTS <br />WHERE PROVIDED, <br />SECURE EXPN. TANK <br />TO SOLID BACKING <br />WH <br />WALL <br />ELEV. <br />SEE INSET DETAIL <br />3/4"Ø SPILL PRESSURE <br />TEMPERATURE RELIEF <br />VALVE TO EXTERIOR PER <br />CPC SECTION 608.4. <br />NOTE: <br />PROVIDE WATER HEATER, SIZED PER UPC <br />SECTION 501.0 <br />WATER HEATER SHALL BE STRAPPED TO <br />THE WALL IN TWO PLACES. ONE IN THE <br />UPPER 1/3 AND ONE IN THE LOWER 1/3 <br />OF THE TANK. THE LOWER POINT SHALL <br />BE A MIN. OF 4" ABOVE THE CONTROLS, <br />ALL PER CPC SECTION 507.2. <br />1/4" THREADED <br />TURNBUCKLE <br />1" x 4" WOOD <br />BLOCK (TYP) 5 <br />16" Ø HOLE <br />SEISMIC STRAP <br />1 <br />4" Ø THREADED <br />ROD W/U-BOLT <br />1 <br />2" MIN. <br />UNISTRUT P2378-3 <br />1 <br />4" STUD NUT W/ <br />SPRING <br />1 <br />4" Ø x 3" LONG <br />LAG SCREW <br />(TYP. OF 4) <br />INSET DETAIL <br />CW <br />HW <br />16 <br />A6.1 <br />RECEPTION COUNTER (WAITING #200) <br />SCALE: 1-1/2"=1'-0" <br />HUTCH W/ DIVIDERS AT MAX 24" <br />O.C. <br />1A-6.1 <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />L <br />E <br />A <br />R <br />33 <br />" <br />43 <br />" <br />1" <br />SEE PLAN <br />12" <br />SS-1 <br />BASE SEE FINISH SCHEDULE <br />5/8" PLY ON WD. STUD SHOP-BUILT <br />WD. FRAME - COORD. W/ ELEC. <br />10 <br />" <br />31 <br />" <br />COUNTERTOP FINISH <br />PER FIN. SCHEDULE <br />1A-6.1 <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />L <br />E <br />A <br />R <br />SEE PLAN <br />31 <br />" <br />COUNTERTOP PER FIN. SCHED. <br />ACCESSIBLE <br />COUNTER <br />TRANSACTION <br />COUNTER <br />PROVIDE CONT. LED TAPE <br />LIGHTING AT TRANS. TOP <br />MTL LAM. BASE, SEE FINISH SCHEDULE <br />WT-2 <br />1" <br />SUPERBRIGHT LED LIGHTING AT <br />TOE-KICK - BLK. AS REQ. <br />BASE SEE FINISH SCHEDULE <br />5/8" PLY ON WD. STUD SHOP-BUILT <br />WD. FRAME - COORD. W/ ELEC. <br />WT-2 <br />SS-1 <br />PAIRS OF 16 GA. <br />STEEL STUDS <br />@ 16" O.C. @ <br />BACKING PLATE <br />PLAN - SECTION <br />BACKING PLATE <br />3 <br />16" X 9" <br />11 <br />2" STAINLESS STEEL <br />GRAB BAR <br />CONCEALED <br />MOUNTING PLATE <br />3-# 14 TEK SCREWS <br />BACKING PLATE 3 <br />16" X 9" <br />ELEVATION 2' <br />- <br />9 <br />" <br /> <br />T <br />O <br /> <br />F <br />I <br />N <br />. <br /> <br />F <br />L <br />R <br />GRAB BAR - <br />ATTACH PER <br />MANU. <br />5/8" TYPE 'X' GYP. <br />BD. ON MTL. STUD <br />HORIZONTAL <br />STIFFENER <br />14 <br />A6.1 <br />GRAB BAR SUPPORT IN WALL <br />SCALE: 3"=1'-0" <br />112" <br />3" <br />112" <br />9" <br />MAINTAIN <br />112" CLR. <br />GRAB BARS SHALL MEET THE FOLLOWING : <br />1. BENDING STRESS, SHEAR STRESS, SHEAR <br />FORCE, AND TENSILE FORCE SHALL ALL BE LESS <br />THAN MAX. ALLOWED BY A 250LB. POINT LOAD. <br />2. GRAB BARS SHALL NOT ROTATE IN THEIR <br />FITTINGS. <br />3. CLEARANCES ABOVE (12" MIN.) & BELOW <br />(1 1 <br />2" MIN.) GRAB BAR CBC 11B-609.3. <br />33" TO 36" TO <br />TOP OF GRIP <br />SURFACE <br />12" MIN. <br />1 1 <br />2" MIN. <br />3" <br />1 <br />A6.1 <br />CANTILEVERED COUNTER BRACKET <br />SCALE: NTS <br />18" <br />SECURE TO TOP W/SCREWS <br />16" <br />MTL. STUD WALL <br />MITER CORNER & WELD <br />1 1/2" X 1 1/2" X 1/8" ANGLE BRACKET <br />SECURE TO STUD WALL <br />PLYWOOD TOP AND BACKSPLASH <br />4" <br />...... <br />.. <br />... <br />.. <br />. <br />. <br />.... <br />... <br />MIN. RADIUS <br />NO SEAM <br />.. <br />. <br />.. <br />.. <br />PLASTIC LAMINATE OVER 3/4" <br />FACE OF CABINET <br />WHERE OCCURS <br />24" TYP." <br />GYP. BD. / <br />PROVIDE BRACKETS AT 24" O.C. WHERE <br />NO OTHER SUPPORTS (TYP.) <br />13 <br />A6.1 <br />PIPE FLASHING <br />SCALE: 1/2"=1'-0" <br />BITUMEN ROOF <br />MEMBRANE <br />MATERIAL <br />DYNAFLEX <br />MIN. <br />4" <br />12" M <br />I <br />N <br />. <br />MBR FLASHING <br />CEMENT, MBR <br />UTILITY CEMENT <br />OR ASPHALT <br />ROOF <br />MEMBRANE <br />ROLL LEAD <br />FLASHING 1" <br />MIN. DOWN <br />INTO PIPE <br />SET FLANGE IN MBR FLASHING CEMENT, <br />MBR UTILITY CEMENT OR HOT ASPHALT <br />PRIME FLANGE OF <br />LEAD FLASHING <br />WITH JM METAL <br />PRIMER (BOTH SIDES) <br />DECKING <br />PLUMBING VENT STACK <br />NOTE: ALL PENETRATIONS SHALL BE LOCATED A MIN. 18" OUT <br />OF WATERWAYS & DRAINAGE AREAS, AS WELL AS A MIN. 18" <br />FROM OTHER PENETRATIONS OR PROJECTS, SUCH AS PIPES, <br />WALLS, CURBS, ETC. <br />1. IF SPLIT LEAD SLEEVE IS NECESSARY, A CONT. LEAD SOLDER <br />WILL BE REQ'D. <br />2. CLEAN AND PRIME THE ENTIRE TIE-IN AREA <br />3. COAT EXPOSED ROOF CEMENT W/ ALUM. <br />1 <br />2" <br />3 <br />8" <br />13 <br />8" <br />9 <br />A6.1 <br />KNOCK DOWN DOOR FRAME <br />SCALE: 3"=1'-0" <br />8 <br />A6.1 <br />SOUND CONTROL DOOR FRAME <br />N.T.S. <br />13 <br />8" <br />GYP. BD. ON MTL. <br />STUD <br />KNOCK-DOWN <br />MTL. DOOR FRAME <br />W/ MIN. 3 JAMB <br />ANCHORS PER <br />EDGE. ANNOD. <br />FIN. - "WESTERN <br />INTEGRATED" OR <br />EQUAL <br />1 3/4" THK. SOLID <br />CORE DOOR <br />3 <br />8" <br />1 <br />2" <br />DBL. STUDS <br />EA. SIDE <br />JAMB <br />SEALS: ZERO <br />MOD.# 475A, <br />OR EQ. ALL 4 <br />SIDES <br />VERIFY HINGE SIZE <br />AND QUANTITY <br />AND REINF. JAMBS <br />AT HINGES <br />SOUND <br />ABSORB-LINED <br />JAMBS W/ <br />INSULATION TO <br />ENSURE LIGHT <br />SEAL <br />QUIETROCK <br />GYP. BD. OR <br />EQUIV. <br />HORIZONTAL <br />STIFFENER <br />5/8" TYPE X <br />GYP. BD. <br />EQUIP. SUPPORT <br />BRACKET - ATTACH <br />PER MANUF'S <br />DETAILS <br />WHERE REQ'D. <br />PROVIDE 16 GA. <br />SHEET MTL. BACKING <br />MTL. STUD FRAMING <br />@ 16" O.C. <br />11 <br />A6.1 <br />EQUIP. SUPPORT IN WALL <br />SCALE: 3"=1'-0" <br />THIN SETTING BED <br />5/8" WATER RESIST. <br />GYP. BD.MTL. STUD <br />@ 16" O.C. <br />5/8" WATER RESIST. <br />GYP. BD. <br />CAULKING TYP. <br />SEAMLESS RESILIENT <br />COVE BASE OVER <br />SEALED CONC. <br />MTL. STUD <br />@ 16" O.C. <br />B <br />12 <br />A <br />12 <br />SEALED CONC. <br />FLOOR <br />CERAMIC BASE <br />COVE TILE <br />12 <br />A6.1 <br />COVE BASE <br />SCALE: 3"=1'-0" <br />GYP. BD. ON MTL. <br />STUD <br />KNOCK-DOWN <br />MTL. DOOR FRAME <br />W/ MIN. 3 JAMB <br />ANCHORS PER <br />EDGE. ANNOD. <br />FIN. - "WESTERN <br />INTEGRATED" OR <br />EQUAL <br />1 3/4" THK. SOLID <br />CORE DOOR <br />7 <br />A6.1 <br />POCKET DOOR FRAME <br />SCALE: 3"=1'-0" <br />INSTALL POCKET DOOR GLIDE <br />HDWR AND END STOP <br />BUMPERS <br />PRE-FAB 3/4" PAINTED <br />WOOD DOOR JAMBS <br />VERIFY POCKET SIZE AND <br />SLIDING HDWR. <br />WD. POCKET-DOOR <br />FRAME <br />1 3/4" THK. SOLID CORE FLUSH <br />DOOR (SEE DOOR SCHED.) <br />SNAP-ON BRUSHED <br />ALUM TRIM <br />5/8" TYPE 'X' GYP. BD. EA. SIDE <br />MTL. STUDS AT 16" O.C. <br />1/2" <br />1/ <br />2 <br />" <br />1 <br />1 <br />/ <br />4 <br />" <br />32" MINIMUM <br />PER CBC 11B-404.2.3 <br />POCKET DOOR TO BE HAFELE <br />FUTURA SERIES <br />PROVIDE BUMPER IN POCKET TO PREVENT <br />DOOR FROM FULLY RECEDING <br />PROVIDE DOOR PULLS- BOTH SIDES & MOUNTED 44" MAX. <br />FROM FLOOR PER CBC 11B-404.2.7 <br />POCKET (SLIDING) DOOR <br />15 <br />A6.1 <br />FLOOR DRAIN & STANDARD TILE DETAIL <br />SCALE: 3"=1'-0" <br />CHROME BRASS SHOWER <br />DRAIN W/ GRATE <br />TILE - SEALED EPOXY GROUTED JOINTS <br />BOND COAT <br />TILE THINSET ON GMMU <br />MERKRETE HYDROGUARD 2000 OR LATICRETE <br />HYDROBAN (CONT. @ 48" HT., 18" MIN. HORIZ. @ <br />WALL PERIM. - CONT. MIN. 18" @ FLOOR DRAINS) <br />REINFORCEMENT FABRIC @ CORNERS <br />CONC. SLAB <br />5/8" GMMU AT WALL, <br />DUROCK OR DENSBOARD <br />NOTE: DETAIL STANDARD FOR ALL WET AREAS, SEE LANDLORD SHEET FOR INFORMATION <br />MTL. <br />STUD <br />NEW NO. 3 REINF. BAR AT 18" O.C. <br />STAGGERED EA. SIDE TIE INTO DOWELS <br />-ENSURE MIN. 2" CONC. COVER <br />NEW UTILITY <br />TRENCH <br />INFILLED W/ <br />COMPACTED <br />GRAVEL / <br />ROCK FILL <br />4 <br />A6.1 <br />SLAB REPAIR DETAIL <br />1 1/2"=1'-0" <br />NEW NO. 3 TO BE DOWELLED INTO <br />EDGE OF EXISTING SLAB AT 18" <br />O.C. STAGGERED EA. SIDE <br />NEW <br />EXISTING <br />FLOOR <br />SLAB <br />EXIST. <br />REINF. <br />5" <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />EMBED <br />7" MIN.5" MIN. <br />4" <br />SAND <br />BED <br />15 MIL POLY <br />VAPOR <br />BARRIER <br />NOTE: <br />ALL CONCRETE USED IN CONSTRUCTION MUST BE RESISTANT TO <br />SULFATES. TYPE V CEMENT REQ'D AND ALL CONCRETE SHALL BE <br />f'c=2500PSI @ 28 DAYS COMPRESSIVE STRENGTH WITH <br />WATER/CEMENT RATIO = 0.45. NO SPECIAL INSPECTOR REQUIRED. <br />6 <br />A6.1 <br />FLOOR TRANSITION DETAIL <br />SCALE: N.T.S. <br />JOINT SEALANT TO <br />MATCH GROUT <br />TILE/VINYL/MASTIC <br />LEVELING <br />COMPOUND AS <br />REQ. <br />MECH. ATTACH <br />MTL. STRIP - <br />SECURE TO <br />SUBFLOOR <br />METAL TRANSITION <br />STRIP AS REQD. <br />CARPET <br />FLOORING, <br />TYP. <br />CONC. SUBFLOOR - <br />GRIND/CHIP AS REQ. <br />TO ENSURE SMOOTH <br />INSTALL <br />NOTE: VINYL TO TILE TRANSITION SIMILIAR - FLOAT <br />FLOOR AS REQ. FOR SMOOTH TRANSITION <br />NOTE: <br />- FLOOR OR GROUND SURFACES SHALL COMPLY <br />11B-302 AND 11B-303 <br />- CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM <br />SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT <br />EDGE TREATMENT. <br />- CHANGES IN LEVEL BETWEEN 1/4" HIGH MIN. AND <br />1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A <br />SLOPE NOT STEEPER THAN 1:2. <br />SHEET NO. <br />2402 <br />REVISIONS: <br />4/12/2024DATE: <br />PROJECT NO. <br />PERMIT NO. <br />Dr <br />. <br /> <br />B <br />e <br />s <br />h <br />a <br />i <br /> <br />A <br />S <br />C <br />20 <br />1 <br />0 <br /> <br />E <br />. <br /> <br />1 <br />s <br />t <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />t <br />e <br />. <br /> <br />2 <br />0 <br />0 <br /> <br />& <br /> <br />2 <br />1 <br />0 <br />, <br /> <br />S <br />a <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 />Ne <br />w <br /> <br />A <br />m <br />b <br />u <br />l <br />a <br />t <br />o <br />r <br />y <br /> <br />C <br />a <br />r <br />e <br /> <br />F <br />a <br />c <br />i <br />l <br />i <br />t <br />y <br /> <br />T <br />e <br />n <br />a <br />n <br />t <br /> <br />I <br />m <br />p <br />r <br />o <br />v <br />e <br />m <br />e <br />n <br />t <br />10/31/25 <br />REN. DATE <br /> C-26955 <br />OIF <br />NRI <br />LOFCA <br />SAUNDERS <br />TATS <br />E <br />CETIHCADESRCILEN <br />NIALL F. <br />A <br />T <br />A-6.1 <br />INTERIOR <br />DETAILS <br />A BUILDING REVIEW <br />REVISIONS 11-21-24 <br />DETAIL RELOCATED <br />TO SHEET A-6.2 <br />2010 E First St Units #200 <br />& 2102/19/2025