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Home My WebLink AboutA1.1 FLOOR PLAN (Seat Count)2B 3A 3 2A 2 1 2C 3B 4 4A 2D 5 6 5A 6A 6B 1A 6C 5B 5/8"35/8"5/8" 47/8" 41/4" 5/8"35/8" 41/4" 5/8"35/8" 5/8"35/8"5/8" 47/8" 5/8"35/8"5/8" 47/8" 71/4" 5/8"6"5/8" 5/8"35/8"5/8" 47/8" 41/4" 5/8"35/8"5/8"35/8"5/8" 47/8" 7/8"5/8"8"5/8" 101/8" 1/2"5/8"10"5/8"1/2" 1'-01/4" 5/8"11/2"8" 5/8"8"5/8" 91/4" 43/4" 1/2"5/8"35/8"5/8"EXIST. 5/8"11/2"5/8"35/8"8" 5/8"MATCH EXIST. 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" DENSHIELD AT B.O.H. (PROVIDE 5/8" WATER RESISTANT GYP. BD. AT PAINTED SURFACES, SEE I.D. DWGS.). PROVIDE 5/8" GYP. BD. AT F.O.H & MANAGER'S OFFICE. PROVIDE 31/2" SOUND BATT INSULATION WHERE SHOWN ON PLAN.INDICATES WALL MOUNTED FIRE EXTINGUISHER W/ BRACKET (SEE SPEC. SECTION 10 44 00) VERIFY EXACT LOCATION WITH LOCAL FIRE AUTHORITY. F.E. NOTES: 1.) * 3 5/8" STUD PARTITIONS EXCEEDING 16 FT. IN HEIGHT SHALL BE BRACED TO STRUCTURE AT INTERVALS NOT TO EXCEED 16 FT. 2.) * PROVIDE BLOCKING IN WALLS BEHIND GRAB BARS (SEE DTL. ON SHEET HC) 3.) SEE SLAB PLAN FOR LOCATIONS OF CONCRETE CURBS WALL KEY WALL DESCRIPTION WALL TYPES 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" DENSHIELD ONE SIDE ONLY (PROVIDE 5/8" WATER RESISTANT GYP. BD. AT PAINTED SURFACED, SEE I.D. DWGS.). 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" GYP. BD. ONE SIDE ONLY. 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" DENSHIELD BOTH SIDES (AT PAINTED SURFACES PROVIDE 5/8" WATER RESISTANT GYP. BD., SEE I.D. DWGS.). F.E.INDICATES FIRE EXTINGUISHER IN RECESSED CABINET- (SEE SPEC. SECTION 10 44 00) VERIFY EXACT LOCATION WITH FIRE MARSHAL. (FINISH TO MATCH ADJACENT WALL COLOR, SEE ID DRAWINGS). F.O.H.FRONT-OF-HOUSE B.O.H.BACK-OF-HOUSE 6" METAL STUDS (BY G.C) PROVIDE 5/8" CEMENTITIOUS BACK BOARD @ TILE LOCATIONS, 5/8" GYP. AT ALL SURFACES TO RECEIVE PAINT. 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BOTH SIDES @ TILE LOCATIONS, 5/8" GYP. AT ALL SURFACES TO RECEIVE PAINT, & 5/8" F.R.T. PLYWOOD AT LOW WOOD PANEL LOCATIONS, SEE I.D. DWGS. PROVIDE 31/2" SOUND BATT INSULATION WHERE SHOWN ON PLAN. 35/8" METAL STUDS (BY G.C) W/ FACED R-13 BATT INSULATION. AT INTERIOR SIDE PROVIDE 5/8" CEMENTITIOUS BACKER BOARD @ TILE LOCATIONS, 5/8" GYP. BD. AT ALL SURFACES TO RECEIVE PAINT, (SEE I.D. DWGS.). 35/8" METAL STUDS (BY G.C) PROVIDE 5/8"CEMENTITIOUS BACKER BOARD @ TILE LOCATIONS,5/8" GYP. AT ALL SURFACES TO RECEIVE PAINT, AND5/8" F.R.T. PLYWOOD AT LOW WOOD PANELLOCATIONS (SEE I.D. DWGS.). PROVIDE 5/8" DENSHIELD AT B.O.H. (PROVIDE 5/8" WATERRESISTANT GYP. BD. AT PAINTED SURFACES, SEE I.D.DWGS.) PROVIDE 31/2" SOUND BATT INSULATIONWHERE SHOWN ON PLAN. WALL KEY WALL DESCRIPTION WALL KEY WALL DESCRIPTION WALL KEY WALL DESCRIPTION WALL KEY WALL DESCRIPTION 8" METAL STUDS (BY G.C) WITH FACED R-21 BATTINSULATION. AT INTERIOR SIDE, PROVIDE 5/8" GYP. BD.(SEE I.D. DWGS FOR FINISHES). AT EXTERIOR SIDEPROVIDE THREE COAT STUCCO & METAL LATH SYSTEM(OR SIM.) OVER 5/8" DENSGLASS GOLD WITH (2) LAYERSOF NO. 15 GRADE D BLDG. PAPER WALL KEY WALL DESCRIPTION EXISTING MASONRY WALL, AT INTERIOR SIDE, INSTALLNEW 11/2" 'Z' FURRING W/ RIGID INSULATION (R2.1) & 5/8"CEMENTITIOUS BACKER BOARD AT TILE LOCATIONS (SEEI.D. DWGS FOR FINISHES.), PROVIDE 5/8" GYP. BD. ATPAINTED SURFACES, 10" METAL STUDS (BY G.C) PROVIDE 5/8" DENS-GLASS GOLD ON BOTH SIDES W/ 1/2" CEMENT BOARD @ TILE LOCATIONS (SEE I.D. DWGS.) 35/8" METAL STUDS (BY G.C) PROVIDE 5/8" CEMENTITIOUS BACK BOARD @ TILE LOCATIONS, 5/8" GYP. AT ALL SURFACES TO RECEIVE PAINT. NEW 8" METAL STUDS (BY G.C). AT INTERIOR SIDEPROVIDE 11/2" 'Z' FURRING W/ RIGID INSULATION (R2.1) &5/8" CEMENTITIOUS BACKER BOARD AT TILE LOCATIONS(SEE I.D. DWGS FOR FINISHES.), PROVIDE 5/8" GYP. BD.AT PAINTED SURFACES, 8" METAL STUDS (BY G.C) PROVIDE 5/8" DENSHIELD BOTH SIDES (AT PAINTED SURFACES PROVIDE 5/8" WATER RESISTANT GYP. BD., SEE I.D. DWGS.). EXISTING MASONRY WALL, AT INTERIOR SIDE, INSTALLNEW 35/8" METAL STUDS (BY G.C) W/ FACED R-13 BATTINSULATION & 5/8" CEMENTITIOUS BACKER BOARD AT TILELOCATIONS, PROVIDE 5/8" GYP. BD. AT PAINTEDSURFACES, (SEE I.D. DWGS FOR FINISHES.), EXISTING FRAMED WALL , AT INTERIOR SIDE, FILL STUDCAVITY W/ NEW FACED BATT INSULATION & NEW 5/8" GYPBD. (SEE I.D. DWGS.) 3 5/8" METAL STUDS (BY G.C). ON EXTERIOR SIDE, PROVIDE 5/8" DENS-GLASS GOLD & 1/2" CEMENT BOARD @ THIN BRICK LOCATIONS (SEE I.D. DWGS.) WALL KEY WALL DESCRIPTION NEW 8" METAL STUDS (BY G.C). AT INTERIOR SIDEPROVIDE NEW 3 5/8" METAL STUDS (BY G.C.) W/ FACEDBATT INSULATION & 5/8" CEMENTITIOUS BACKER BOARDAT TILE LOCATIONS (SEE I.D. DWGS FOR FINISHES.),PROVIDE 5/8" GYP. BD. AT PAINTED SURFACES, 4.) UNDERSIDE OF EXISTING PLYWOOD ROOF SHEATHING @ 17'-4" ± A.F.F (MAX), STRUCTURE TO SLOPE. SEE STRUCT. DWGS. INFILL EXISTING FRAMED WALL W/ MATCHINGCONSTRUCTION,. AT INTERIOR SIDE, FILL STUD CAVITY W/NEW FACED BATT INSULATION & NEW 5/8" GYP BD. (SEEI.D. DWGS.) 08 05 04 15 A D 03 01 E 11 07 06 F 02 10 09 12 13 14 C C B B D E 7.3 6.4 5.4 4.3 3.2 2.4 1.3 G F SCALE: 1/4"=1'-0" FLOOR PLAN1 7.2 X 8.8 5.6 4.6 4.4 C.6 C.9 6.9 1 A8.0 2 A8.0 15 A7.1 10 A7.1 1 A0.0 6 A7.1 8 A7.1 12 A7.1 11 A7.1 13 A7.1 13 A7.1 16 A7.1 3 A7.2 9 A7.1 7 A7.1 13 A7.1 14 A7.1 2 A7.2 3 A7.4 1 A7.4 2 A7.4 1 A7.2 35/8" 9'-21/2" 35/8"75/8"35/8" 9'- 3 " 35/8" 6'-11/8" 6'- 6 " 35/8" 9'-05/8" 7'-05/8" 35/8" 1'-75/8" 56'-95/8"7'-43/4"6" 35/8" 25'-71/2"35/8" 5'-111/2"35/8" 13 '-91/2" 35/8" 5'-10 7/8" 35/8" 2'-61/8" 10 ' - 1 " 35/8" 9'-05/8" 7'-41/4" 16'-13/4" 35/8"4"35/8" 3'-73/4" 35/8"4"35/8" 64'-75/8"1'-0"6'-11/8"35/8" 5'-101/4"35/8" 14'-81/4"35/8" 2" 46 '-93/4" 2'-43/8" 35/8" 6"27'-9"35/8" 13'-101/4"35/8" 18'-21/2"35/8" 7'-21/4"6"5'-21/4"35/8" 17'-93/4"5'-81/4"4'-6"6'-47/8"21'-43/4"6'-111/4"8'-21/2"9'-6"5'-51/4"10"3'-111/8"3'-41/2"23'-7" 11/2" 56 '-11/2" 35/8"73/4" 1'-11"2'-103/8" 1' - 1 1 " 9'-10 1/4" 9" 21 '-81/2" 9'-11 3/4" 15 '-73/8" 11 '-10 5/8" 25 '-37/8" 35/8" 1'-11/2" 35/8" 1'-53/4" 8" 1'-85/8"45'-3"20'-0"19'-4"9" 35/8" 42 '-77/8" 6" 14 ' - 6 " 10 3/4" 39 '-51/2" 35/8" 7'-53/8" 35/8" 7'-71/2" 35/8" 7'-10 1/8" 35/8" 1'-10"4'-35/8"5'-41/4"3'-41/4"2'-15/8" 2'- 1 1 " 8"60'-55/8"35/8" 4'-53/4"6" 8"25'-31/8"35/8" 8"35/8" 22 '-63/4" 35/8" 5'-33/8" 35/8" 21'-101/4"35/8"111/2"35/8" ±5'-1 3/4"±5 ' - 0 " 35/8"1'-07/8" 8"1'-05/8" 3'-105/8"± 35/8" 10 '-13/4" 35/8" 11/8" 5'-43/4" 21'-1" R 6'-6" R 8'-1" R 8'-7" R 9'-4" BA5.0 A A5.0 CA5.0 EA5.0 921.25 sq ft H I 16 B C K-4323KINGSTONBOWLVITREOUS CHINA K-4323KINGSTONBOWLVITREOUS CHINAK-4323KINGSTONBOWLVITREOUS CHINA K-4323KINGSTONBOWLVITREOUS CHINAK-4323KINGSTONBOWLVITREOUS CHINAK-4323KINGSTONBOWLVITREOUS CHINA G.C TO PROVIDE BACKING BEHIND GYP. BD. FOR WALL MOUNTED ITEMS (SEE I.D. DWGS.) JO E Y 'S TE N A N T IM P R O V E M E N T S ELECTRICAL PANELS, TYP. (SEE ELECT. DWGS.) 24"ØBRINE TANK 21"Ø WATERSOFTENER 14"Ø CARBONFILTER ESP R E S S O MAC H I N E FIL T E R IC E MAC H I N E FILT E R LOW LOW TV PROVIDE NEW CONC. CURB ENCAPSULATING EXISTING STUDS (SEE SLAB PLAN). PROVIDE NEW INSULATION & GYP BD. (MUD, TAPE & REPAIR) AS REQUIRED TO ACHIEVE 1 HOUR RATED WALL (U.L. #419). EXISTING SERVICE YARD (OPEN AIR) AD J A C E N T TE N A N T SP A C E (N.I.C) PLUMBING EQUIPMENT, TYP. (SEE PLUMB. DWGS.) PROVIDE NEW CONC. CURB ENCAPSULATING EXISTING STUDS (SEE SLAB PLAN). PROVIDE NEW INSULATION & GYP BD. (MUD, TAPE & REPAIR) AS REQUIRED TO ACHIEVE 1 HOUR RATED WALL (U.L. #419). SEE DETAILED SITE PLAN (SHT. SP1.1) FOR EXTENT OF SIDEWALK AND ADJ. PARKING AREA NEW CONC. SW (BY JOEY GC), SEE SHT. SP1.1 FOR EXTENT OF ADJ. SW & PARKING NEW CONC. SIDEWALK (BY JOEY GC), SEE SHT. SP1.1 FOR SITE CONTINUITY, TYP. EXIST. ROOF LADDER & HATCH TO REMAIN EXIS T . CON C R E T E SIDE W A L K TO REM A I N NEW CON C R E T E SIDE W A L K (BY JOE Y GC) EXISTING TRASH COMPACTOR EXISTING GREASE WASTE EXISTING CAN / MAT WASH LOCATION OF NEW 1,500 GAL. GREASE INTERCEPTOR'S BY LANDLORD. NEW RECESSED KNOX BOX, INSTALLED AS DIRECTED BY FIRE MARSHAL LINE OF EXIST. ROOF (ABOVE) EXISTING CAN/MAT WASH AREA, (MIN. 3' x 3' x 6' VERTICAL PROVIDED) EXIST. FD 100b ENTRY 101 LOUNGE 102 BAR 103 DINING 109 PASS-THRU 110 COOKILINE 111 PREP 108 BEVERAGE STATION 116 HALLWAY 112 DRY STORAGE 127 OFFICE 106 RESTROOM WOMEN'S 107 RESTROOM MEN'S105 CORRIDOR RESTROOM 002 PATIO DINING 004 BAR PATIO003 LOUNGE PATIO 104 CORRIDOR 121 LIQUOR 115 DISHWASH 113 COOLER BEER 119 FREEZER 117 PRODUCE 118 PROTEIN 120 ELECTRICAL RM.122 RM. MECH. 123 A/V 114 SODA 124 RESTROOM STAFF HC 125 RESTROOM STAFF 126 PARTNER AREA131 DELIVERY 130 MOP SINK 129 MACHINE ICE 128 HALLWAY 100a HOSTESS 001 AREA WAITING BA6.1 B A6.1 AA6.0 AA6.0 CA6.1 CA6.1 3A6.2 4A6.2 1A6.2 HAND SINK (SEE PLUMBING DWGS.) BAR DIE WALL (SEE KITCHEN DWGS.) LOW WALL (SEE I.D. DWGS.) LOW STUD PONY WALL HAND SINK (SEE PLUMBING DWGS.) HAND SINK (SEE PLUMBING DWGS.) HOSTESS STAND (SEE I.D. DWGS.) WINE DISPLAY (SEE I.D. DWGS.) LOW WALL (SEE I.D. DWGS.) BAR DIE WALL (SEE KITCHEN DWGS.) BUILT-IN SERVICE STATION (SEE I.D. DWGS.) HAND SINK (SEE PLUMBING DWGS.) 2B 2D 2D 2C 2C 2C 4A 2A 2A 2A 2A 2A 2A 5 5 3 3 3 3 3A 3A 3B 2D 2D 2D 3 2A 2C 3B 3B 3B 1 1 1 1 1 6666B 4 4 1A 1A1A1A 6A 3B 3 3 5B 5A 5A 6C 3 5B 35/8" 12'-43/4"35/8" 13'-111/4"35/8" PREFAB KITCHEN WALL BY HALTON (SEE KITCHEN DWGS.) BAR (SEE KITCHEN & ID DWGS.) BAR (SEE KITCHEN & ID DWGS.) STAINLESS STEEL ADA COMPLIANT LINEAR SLOT DRAIN, TYP. (SEE PLUMB. DWGS.) STAINLESS STEEL ADA COMPLIANT CURVED SLOT DRAIN (DURA TRENCH) TYP. (SEE PLUMB. DWGS.) BUILT IN SEATING BENCH W/ SMOOTH CONCRETE FINISH BY G.C (SEE I.D. DWGS.) PREMANUF. GAS FIRE FEATURE (SEE PLUMB. & I.D. DWGS.) TUBE STEEL FRAMED HALF DOOR CLAD W/ ALUMINUM PANEL (180 DEGREE SWING) SEE DOOR TYPES / SCHED. A.T.A.T. A.T. A.T. A.T. DOWNSPOUT NOZZLE (SEE PLUMB. DWGS.) 2A6.2 201 120 6 6 6 * DIMENSIONS ARE INDICATED FROM FACE OF STUD UNLESS OTHERWISE NOTED AJ S GENERAL NOTE: 1. ALL EXPOSED NEW STRUCTURAL STEEL SHALL BE CATEGORY AESS 3. 2. ALL EXPOSED EXISTING STRUCTURAL STEEL SHALL BE SSPC-SP6. NOTE: SEE SHEET T1.1 FOR LANDLORD GENERAL DESIGN GUIDANCE NOTES INTERIOR SEAT COUNT: EXTERIOR SEAT COUNT: IS S U E DA T E RE M A R K S 1A 19AU G 21 IS S U E D FO R LL RE V I E W 1 07 SE P 21 IS S U E D FO R DD PR I C I N G RE V I E W 2 17SE P 21 IS S U E D FO R DD PR I C I N G 3 12OC T 21 IS S U E D FO R PE R M I T RE V I E W 4 26 OC T 21 IS S U E D FO R PE R M I T 5 22 NO V 21 IS S U E D FO R TE N D E R DE C 21 IS S U E D FO R PL A N CH E C K CO M M E N T S plotted: Tuesday, December 7, 2021 AL L RE P O R T S , PL A N S , SP E C I F I C A T I O N S , FIE L D DA T A & NO T E S AN D OT H E R DO C U M E N T S , IN C L U D I N G AL L DO C U M E N T S ON EL E C T R O N I C ME D I A , PR E P A R E D BY TR M AR C H I T E C T U R E , DE S I G N & PL A N N I N G , P.C. AS IN S T R U M E N T S OF SE R V I C E SH A L L RE M A I N TH E PR O P E R T Y OF TR M AR C H I T E C T U R E , DE S I G N & PL A N N I N G , P.C. TR M AR C H I T E C T U R E , DE S I G N & PL A N N I N G , P.C. SH A L L RE T A I N AL L CO M M O N LA W , ST A T U A T O R Y , AN D OT H E R RIG H T S , IN C L U D I N G TH E CO P Y R I G H T TH E R E T O . JO B NU M B E R : SH E E T NU M B E R : AS NO T E D DR A W N BY : SC A L E : DA T E : FL O O R PL A N 39 1 7 20 2 1 .MA R .30 A1.1 6 ·JO E Y NE W P O R T BE A C H · TE N A N T IM P R O V E M E N T S : 45 3 NE W P O R T CE N T E R DR I V E NE W P O R T BE A C H CA 92 6 6 0