Loading...
Item 05 - 50 University Ave, Ste. 180 - Staff Report Exh.11LOCATION: APN: CONDITIONAL USE PERMIT: APPLICABLE CODES: ZONE: HIGH FIRE ZONE: OCCUPANCY GROUP: CONSTRUCTION TYPE: FIRE SPRINKLERS: YEAR BUILT: SQUARE FOOTAGEEXISTING:PROPOSED: TOTAL: 50 UNIVERSITY AVENUE, SUITE 180LOS GATOS, CA 95030 529-02-044 U-03-07 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA RESIDENTIAL BUILDING CODE2013 CALIFORNIA ELECTRICAL CODE2013 CALIFORNIA MECHANICAL CODE2013 CALIFORNIA PLUMBING CODE2013 CALIFORNIA ENERGY CODE2013 CALIFORNIA FIRE CODE2013 CALIFORNIA GREEN BUILDING CODE2013 TITLE-24 WITH THE TOWN OF LOS GATOS AMENDMENTS C-2:LHP:PD NO A-2, V-N (NEW AND EXISTING) YES 1974 3,186 SQ FT 2,661 SQ FT 5,847 SQ FT 1,780 SQ FT 881 SQ FT GRAPHIC SYMBOLS LEGEND: (E) WALL TO REMAIN (E) WALL TO DEMOLISH (N) WALL (N) 1-HR FIRE WALL (N) DOOR, (E) TO REMAIN WITHOUT TAG (N) WINDOW, (E) TO REMAIN WITHOUT TAG DIMENSION ## X #'-##" # A#.# # A#.# # A#.# # ELEVATION SECTION DETAIL MARKER REVISION PROJECT NOTES, INDEX, ETCA0.0 1/4" =1'-0" MEJRK PROJECT DATA: PROJECT DESCRIPTION INTERIOR REMODEL AND INTERIOR EXPANSION OF AN EXISTING QUALITY RESTAURANT IN A BASEMENT INTO AN EXISTING BASEMENT OF AN EXISTING BUILDING. 20 PARKING STALLS HAVE BEEN APPROVED FOR USE ALLOWING FOR 60 ADDITIONAL (N) SEATS PER THE RATIO 3 SEATS OF (N) SEATING PER 1 (N) PARKING STALL. THE 60 SEATS WILL BE DISTRIBUTED IN TWO NEW DINING/BANQUET AREAS. THE (E) 140 SEATS WILL BE REALLOCATED WITHIN THE (E) RESTAURANT SPACE. (E) BAR SEATS WILL BE REDUCED BY 5, (E) INSIDE DINING SEATS WILL BE REDUCED BY 7, AND OUTSIDE DINING SEATS WILL BE INCREASED BY 12 FOR A NET ZERO CHANGE IN (E) SEATS WITHIN THE (E) RESTAURANT. MetalMetal FrameManufacturerMinimumMirrorMiscellaneousManufacturer SuppliedMullionMultiple NewNorthNortheastNot In ContractNot To ScaleNorthwestNumberNominal OverOn CenterOutside DiameterOriented Strand BoardOfficeOverhangOpeningOpposite PolePublic AddressPrecast Concrete or Pipe ColumnPre-fabricated TrussPanel HardwareProperty LinePlastic LaminatePressure TreatedPressure Treated Douglas FirPerforatedPerpendicularPlatePlate heightPlanPlywoodPanelPaintPolishedPairPrefabricatedPoint Quart Riser or RightRight HandRoof JoistRough OpeningRubber TileRain Water LeaderRadiusRound or RoadReceptacleReferenceRefrigerator(tion)(ant)ResilientRevisionRoofRafterRoomResawn (Rough Sawn)RubberRedwood SecondSouthShelfSupply AirSupply Air GrillSolid CoreSoutheastSee Civil DrawingsSee Electrical DrawingsSingle GlazedSingle HungSee Kitchen DrawingsSee Landscape DrawingsSheet MetalSee Mechanical DrawingsSheet Metal ScrewSee Plumbing DrawingsSee Structural DrawingsSanitary Sewer or Select StructuralSheet VinylSouthwest, Shear Wall, or Stem WallShowerSheetSheathingSimilarSinkSkylightSlidingSlab on gradeSpecificationsSpeakerSquareSquare Foot/FeetSquare YardStreet or StoneStainless SteelStationarySteelStorageSuspendedSymmetrical Tread, Top or TemperedTop and BottomTongue and GrooveTowel Bar or Telephone BoardTrash CompactorTo be determinedTo be selectedTop of BeamTop of Curb or ConcreteTop of Finish FloorTop of Plate or Top of PavementTop of Roof SheathingTop of SteelTop of SubfloorTop of Stem WallTop of WallToe NailToilet Room AccessoriesTube SteelTelephoneTemporaryTerrazzoThickToiletTypical Uniform Building Code Unless Otherwise NotedUndercutUrinal Vinyl Composition TileVerify In FieldVinyl Sash WindowVinyl TileVerticalVinyl West, Watt or WidthWithWithoutWater Closet or Wall CoveringsWood Frame or Wide FlangeWaterproof or Work PointWaterproof MembraneWater ResistantWeather-strippingWood Sash WindowWelded Wire MeshWasherWoodWindowWeight Yard MET. or MTL.MF.MFR.MIN.MIR.MISC.MS.MUL.MULT. (N)N.N.E.N.I.C.N.T.S.N.W.NO. or #NOM. O/O.C.O.D.O.S.B.OFF.OH.OPNG.OPP. P.P.A.P.C.P.F.T.P.H.P.L.P. LAM.P.T.P.T.D.F.PERF.PERP.PL. or P.PL. HGT.PLN.PLYWD.PNL.PNT.POL.PR.PREFAB.PT. QT. R.R.H.R.J.R.O.R.T.R.W.L.RAD. or R.RD.RECP.REF.REFR.RESIL.REV.RF. or R.RFT.RM.RS.RUB.RWD. (") S.S. or SH.S.A.S.A.G.S.C.S.E.S.C.D.S.E.D.S.G.S.H.S.K.D.S.L.D.S.M.S.M.D.S.M.S.S.P.D.S.S.D.S.S.S.V.S.W.SHR.SHT.SHTNG.SIM.SK.SKLT.SL.S.O.G.SPECS.SPKR.SQ.SQ. FT. or S.F.SQ. YD.SST.ST.STA.STL.STOR.SUSP.SYM. T.T. & B.T. & G.T.B.T.C.T.B.D.T.B.S.T.O.BM.T.O.C.T.O.F.F.T.O.P.T.O.R.T.O.S.T.O.S.F.T.O.S.W.T.O.W.T.N.T.R.A.T.S.TEL.TEMP.TER.THK.TLT.TYP. U.B.C.U.L.U.O.N.UC.UR. V.C.T.V.I.F.V.S.W.V.T.VERT.VYL. WW/W/OW.C.W.F.W.P.W.P.M.W.R.W.S.W.S.W.W.W.M.WASH.WD.WDW.WT. YD. ABBREVIATIONS &@ABV.A.F.F.A.B.A.C.A.D.A.F.A.S.A.S.W.A.T.A.V.APPROX.ARCH. B.B.O.BM.B.O.C.B.O.S.BLKG.BLW.B.F.F.BM.BTM. C. or C.W.CON. JT.C.J.C.L.C.M.U.C.P.C.T.CAB.CANT.CLG.CLG. HGT.CLO.CLR.COL.CONC.COND.CONT.CORR.CPT.CSMT.CTR(D)CW D.F.D.H.DBL.DEG.DEPT.DET.DIA.DIAG.DIM.DISP.DN.DR.DRY.DS.DW.DWG(S)DWR, D. E.B.E.N.E.W.EA.ELEC.ELEV.EQ.EQUIP.ETC.EXIST. (E)EXP. JT.or E.J.EXT. F.A.U.F.D.F.E.F.F.F.H.S.F.J.F.M.F.O.C.F.O.F.F.O.M.F.O. PLYWD.F.O.S.F.S.FAB.FNDN.FIN.FIX.FLR.FLUOR.FRT.FTG.FURR. G.D.G.F.I.G. RAIL.G.S.M.GA.GAL.GALV.GAR.GL. B.GLULAM. or G.L.GYP. BD.or G.W.B. H. or H.W. H., HT. or HGT.H.C.H.M.H. RAIL.H.V.A.C. HB.HDR.HDWD.HOR. I.C.I.D.IN. or "INCAD.INFO.INSUL.INT. J.B.JAN.JT. or J.JST. or J. K.D.KIT.KP. L.F.L.S.LAM.LAV.LB. or # LKR.LNDY.LVR. (')M.B.M.C.M.D.O.M.R.M.S.MATL.MAX.MECH.MEMB. andatAboveAbove finish floorAnchor BoltAsphalt ConcreteArea DrainAluminum StorefrontAs SpecifiedAluminum Sash WindowAcoustical TileAudio/VisualApproximateArchitectural or Arched Base or BottomBottom of BeamBottom of ConcreteBottom of SteelBlockingBelowBelow finish floorBeamBottom Cold WaterConstruction Joint or Control JointCeiling JoistCenter LineConcrete Masonry UnitCement PlasterCeramic TileCabinetCantileverCeilingCeiling heightClosetClearColumnConcreteCondenserContinuousCorridorCarpetCasementCenter(ed)Curtain Wall Penny (nails)Drinking Fountain or Douglas FirDouble HungDoubleDegreeDepartmentDetailDiameterDiagonalDimensionDisposalDownDoor or DrainDryerDownspoutDishwasherDrawing(s)Drawer Expansion BoltEdge NailEach WayEachElectricalElevationEqualEquipmentEt ceteraExistingExpansion JointExterior Forced Air UnitFloor DrainFire ExtinguisherFinish FloorFlat Head ScrewFloor JoistFoam MoldingsFace of ConcreteFace of FinishFace of MasonryFace of PlywoodFace of StudsFloor SinkFabricateFoundationFinishFixture or FixedFloorFluorescentFire-Retardant TreatedFootingFurring Garbage DisposalGround Fault InterrupterGuard RailingGalvanized Sheet MetalGage, GaugeGallonGalvanizedGarageGlass BlockGlue LaminatedGypsum Board Hot WaterHeightHollow CoreHollow MetalHandrailHeating, Ventilation and Air ConditioningHose bibHeaderHardwoodHorizontal In ContractInside DiameterInchIncandescentInformationInsulationInterior Junction BoxJanitorJointJoist Kiln DriedKitchenKickplate or King Post Linear FootLag ScrewLaminateLavatoryPoundLockerLaundryLouver MinuteMachine BoltMedicine CabinetMedium Density OverlayMoisture ResistantMachine ScrewMaterialMaximumMechanicalMembrane DISCLAIMER: ALL EXISTING DIMENSIONS SHOWN ARE FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. PROJECT SITE N 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. GENERAL NOTES: ALL WORK SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE WITH STATE OF CALIFORNIA AMENDMENTS), 2013 CALIFORNIA ELECTRICAL CODE (BASED ON THE 2011 NEC WITH AMENDMENTS), 2013 CALIFORNIA PLUMBING CODE (2012 UPC WITH AMENDMENTS), 2013 CALIFORNIA MECHANICAL CODE (2012 UMC WITH AMENDMENTS), 2013 CALIFORNIA ENERGY CODE, AND 2013 CALIFORNIA FIRE CODE (CFC) AND WHEN APPLIES, THE 2013 CALIFORNIA RESIDENTIAL CODE (2012 INTERNATIONAL RESIDENTIAL CODE). CONTRACTOR SHALL COMPLY WITH ANY OTHER STANDARD OR CODE IN EFFECT AS OF DATE OF CONTRACT DOCUMENTS. DO NOT SCALE DRAWINGS. FIGURED DIMENSIONS SHALL BE FOLLOWED. LARGE SCALE DRAWINGS OR DETAILS TAKE PRECEDENCE OVER SMALL SCALE ONES. SPECIFIC NOTES AND DETAILS TAKE PRECEDENCE OVER TYPICAL NOTES AND DETAILS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DIMENSIONAL DISCREPANCIES. BEFORE STARTING ANY PORTION OF WORK, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREIN. ALL EXISTING CONDITIONS THAT HAVE BEARING ON HIS WORK. ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS, DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CORRECTING ANY WORK THAT WAS KNOWINGLY COMMENCED WITHOUT FIRST NOTIFYING THE ARCHITECT AND THE OWNER. THEY SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITION REQUIRING MODIFICATION BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, PLUMBING, ELECTRICAL CIVIL, STRUCTURAL AND ARCHITECTURAL WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO PROCEEDING WITH WORK. NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA WORK RESULTING FROM LACK OF COORDINATION BETWEEN TRADES. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED BY CITY AND COUNTY REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY TEMPORARY BRACING TO INSURE THE SAFETY OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING AND PATCHING AS REQUIRED TO MAKE THE SEVERAL PARTS FIT TOGETHER PROPERLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SEPARATE PERMITS FOR ELECTRICAL, MECHANICAL, PLUMBING, GRADING OR OTHER PERMITS AS MAY BE REQUIRED BY LOCAL AUTHORITIES. ISSUANCE OF A BUILDING PERMIT BASED ON THESE DRAWINGS DOES NOT CONSTITUTE GRANTING OF THESE SEPARATE PERMITS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR THE FULL PERFORMANCE OF THE WORK HEREIN, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL WORK SHALL BE PERFORMED IN A GOOD AND WORKMAN-LIKE MANNER AND CONFORM TO ALL PERTINENT REGULATIONS AND INSTRUCTIONS. ALL WORK SHOWN IS TO BE CONSTRUCTED OF NEW MATERIAL U.O.N. INSTALLATION AND/OR MAINTENANCE DIRECTIONS PROVIDED BY THE MANUFACTURER SHALL BE FOLLOWED FOR ALL MATERIALS U.O.N. ALL ITEMS MARKED (E) ARE EXISTING AND (N) ARE NEW. ALL WALLS AND CEILINGS SHALL BE 5/8" GYPSUM WALL BOARD (GWB) UNLESS OTHERWISE NOTED. AT WALLS SEPARATING GARAGE FROM HOUSE AND ENCLOSED USABLE SPACE BENEATH STAIRS SHALL BE ONE-HOUR FIRE RESISTANT 5/8" TYPE 'X' GWB. AT WET AREAS SHALL BE WATER RESISTANT GWB (GREEN BOARD). SEE FINISH SCHEDULE FOR GYP. BRD. FINISH LEVELS. NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA WORK RESULTING FROM LACK OF COORDINATION BETWEEN TRADES. ALL KNOWN UNDERGROUND CONDITIONS HAVE BEEN SHOWN, THE CONTRACTOR SHOULD EXERCISE CAUTION WHEN EXCAVATING TO AVOID DAMAGE TO (E) UNDERGROUND PIPE, CONDUITS, ETC.,WHICH ARE TO REMAIN. SITE NOTES: 1. 2. 3. PUBLIC RIGHT OF WAY SHALL BE KEPT CLEAN AND FREE OF DEBRIS FOR THE DURATION OF THE PROJECT. GENERAL CONTRACTOR RESPONSIBLE FOR DAILY SWEEPING DAILY. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATION OF SHUTDOWN AND REMOVAL OF (E) UTILITIES w/ CITY OF SAN FRANCISCO DEPARTMENT OF PUBLIC HEALTH AND ANY ASSOCIATED AGENCIES AS REQUIRED. GENERAL CONTRACTOR RESPONSIBLE FOR PUBLIC AND SITE SAFETY AT ALL TIMES. VICINITY MAP NTS 50 UNIVERSITY AVENUELOS GATOS CA 95030APN#: 529-02-044PROJECT NUMBER: V-05DRAFTED BY: THE DESIGN AND IDEAS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF MARK ENGLISH ARCHITECTS. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT MARK ENGLISH ARCHITECTS, 2013. REVISIONS: NO. DATE DESCRIPTION CLIENT APPROVALSIGNATURE: CHECKED BY: PRINT DATE: SCALE:Emark@markenglisharchitects.comTHE WINE CELLARDISCLAIMER: ALL NEW AND EXISTING DIMENSIONS SHOWN ARE BASED ON CAD BACKGROUNDS PROVIDED BY THE CLIENT & FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. 07.14.2016 7/31/13 2016.07.11 PLANNING RESUBMITTAL1 SHEET INDEX A0.0A1.0A1.1A2.1A2.2 PROJECT NOTES, INDEX, ETCEXISTING SITE PLANEXISTING BASEMENT & PATIO PLANPROPOSED BASEMENT & PATIO PLANPROPOSED BASEMENT & PATIO PLAN: OCCUPANCY & EGRESS 1. 2. 3. 4. 5. 6. 7. DEMOLITION NOTES: CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING DEMOLITION. CONTRACTOR SHALL PATCH AND / OR REPAIR ALL EXISTING ADJACENT CONSTRUCTION AS REQUIRED AFTER DEMOLITION TO PROVIDE A COMPLETE AND FINISHED INSTALLATION. CONTRACTOR SHALL DEMOLISH AND / OR REMOVE ALL ITEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS CAUSED BY DEMOLITION AND OTHER DEBRIS IN THE BUILDING. CONTRACTOR SHALL CLEAN UP DAILY AND SHALL NOT ALLOW AN EXCESSIVE AMOUNT OF DEBRIS TO ACCUMULATE AT ANY TIME. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL ITEMS, MATERIALS, ETC. DEMOLISHED FROM PROPERTY. WHERE EXISTING LIGHT FIXTURES, ELECTRICAL OUTLETS, ETC. ARE TO BE REMOVED, ALL SERVICE TO SAME SHALL BE CAPPED OR REMOVED IN ACCORDANCE WITH ALL APPLICABLE CODES. WHERE EXISTING MECHANICAL CHIMNEY, DUCTWORK, ETC. IS TO BE DEMOLISHED CONTRACTOR TO PROTECT EQUIPMENT AND DUCTWORK TO REMAIN. PROJECT TEAM OWNER: ARCHITECT: STEVE HAUCK50 UNIVERSITY AVENUE, STE 180LOS GATOS, CA 95030TEL: 408.354.4808 MARK ENGLISHMARK ENGLISH ARCHITECTS250 COLUMBUS AVE. #200SAN FRANCISCO CA 94133TEL: 415.391.0186 SEATING ANALYSIS: EXISTING SEATING:BAR:15 SEATSINSIDE DINING:79 SEATSOUTSIDE DINING: 46 SEATS 140 SEATS PROPOSED SEATING:BAR:10 SEATS (-5)INSIDE DINING:72 Seats (-7)OUTSIDE DINING: 58 Seats (+12) (N) DINING AREA 2: 16 SEATS(N) DINING AREA 3: 44 SEATSSUBTOTAL OF (N) SEATS:60 SEATS 200 SEATSPARKING ANALYSIS: EXISTING PARKING:BELOW GRADE PARKING:108 STALLSON-SITE PARKING:112 STALLS 220 STALLSPARKING DISTRICT:300 STALLS APPROVED USE 20 STALLSOF (E) STALLS: NOTES: 1. TOTAL PARKING CREDIT BASED ON PARKING ASSESSMENT DISTRICT AT 60% BUILD-OUT2.PARKING IS SHARED WITH SURROUNDING BUSINESSES WITHINTHE OLD TOWN CENTER. SEE SITE PLAN ON SHT A1.0. 1 USE ANALYSIS: (E) AREA FORMERLYLEASED BY 'BORDER'SBOOKS' TO BERENOVATED: (E) ELECTRICAL ANDMAINTENANCE AREA TO BE RENOVATED: 1. 2. 3. FIRE SUPPRESSION NOTES: REVIEW OF THIS DEVELOPMENTAL PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO FIRE DEPARTMENT OPERATIONS, AND SHALL NOT BE CONSTRUED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK THE APPLICANT SHALL MAKE APPLICATION TO, AND RECEIVE FROM, THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS. FIRE SPRINKLERS: MODIFICATION OF EXISTING FIRE SPRINKLER SYSTEM WILL BE REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMIN E IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED CRC SEC. 313.2 AS ADOPTED AND AMENDED BY LGTC WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THE PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. CONDITIONS: GENERAL: ALL PUBLIC IMPROVEMENTS SHALL BE MADE ACCORDING TO THE LATEST ADOPTED TOWN STANDARD PLANS, STANDARD SPECIFICATIONS AND ENGINEERING DESIGN STANDARDS. ALL WORK SHALL CONFORM TO THE APPLICABLE TOWN ORDINANCES. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAR OF ALL JOB-RELATED DIRT AND DEBRIS AT THE END OF THE DAY. DIRT AND DEBRIS SHALL NOT BE WASHED INTO STORM DRAINAGE FACILITIES. THE STORING OF GOODS AND MATERIALS ON THE SIDEWALK AND/OR TH STREET WILL NOT BE ALLOWED UNLESS AN ENCROACHMENT PERMIT IS ISSUED. THE APPLICANT'S REPRESENTATIVE IN CHARGE SHALL BE AT THE JOB SITE DURING ALL WORKING HOURS. FAILURE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT IN THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE APPLICANT'S EXPENSE. CHANGE OF OCCUPANCY: PRIOR TO INITIAL OCCUPANCY AND ANY SUBSEQUENT CHANGE IN USE OR OCCUPANCY OF ANY NON-RESIDENTIAL CONDOMINIUM SPACE, THE BUYER OR THE NEW OR EXISTING OCCUPANT SHALL APPLY TO THE COMMUNITY DEVELOPMENT DEPARTMENT AND OBTAIN APPROVAL FOR USE DETERMINATION AND BUILDING PERMIT AND OBTAIN INSPECTION APPROVAL FOR ANY NECESSARY WORK TO ESTABLISH THE USE AND/OR OCCUPANCY CONSISTENT WITH THAT INTENDED. PARKING: ANY PROPOSED PARKING RESTRICTION MUST BE APPROVED BY THE TOWN OF LOS GATOS, COMMUNITY DEVELOPMENT DEPARTMENT. TRAFFIC IMPACT MITIGATION FEE: THE APPLICANT SHALL PAY THE PROJECT'S PROPORTIONAL SHARE OF TRANSPORTATION IMPROVEMENTS NEEDED TO SERVE CUMULATIVE DEVELOPMENT WITHIN THE TOWN OF LOS GATOS. THE FEE AMOUNT WILL BE BASED UPON THE TOWN COUNCIL RESOLUTION IN EFFECT AT THE TIME THE BUILDING PERMIT IS ISSUED. THE FEE SHALL BE PAID BEFORE ISSUANCE OF A BUILDING PERMIT. THE FINAL TRAFFIC IMPACT MITIGATION FEE FOR THIS PROJECT SHALL BE CALCULATED FROM THE FINAL PLANS USING THE CURRENT FEE SCHEDULE AND RATE SCHEDULE IN EFFECT AT THE TIME THE BUILDING PERMIT IS ISSUED, USING A COMPARISON BETWEEN THE EXISTING AND PROPOSED USES. CONSTRUCTION STREET PARKING: NO VEHICLE HAVING A MANUFACTURE'S RATED GROSS VEHICLE WEIGHT EXCEEDING TEN THOUSAND (10,000) POUNDS SHALL BE ALLOWED TO PARK ON THE PORTION OF A STREET WHICH ABUTS PROPERTY IN A RESIDENTIAL ZONE WITHOUT PRIOR TO APPROVAL FROM THE TOWN ENGINEER. CONSTRUCTION HOURS: ALL SUDIVISION IMPROVEMENTS AND SITE IMPROVEMENTS CONSTRUCTION ACTIVITIES, INCLUDING THE DELIVERY OF CONSTRUCTION MATERIALS, LABORS, HEAVY EQUIPMENT, SUPPLIES, ETC., SHALL BE LIMITED TO THE HOURS OF 8:00 A.M. TO 8:00 P.M., WEEKDAYS AND 9:00 A.M. TO 7:00 P.M. WEEKENDS AND HOLIDAYS. THE TOWN MAY AUTHORIZE, ON A CASE-BY-CASE BASIS, ALTERNATE CONSTRUCTION HOURS. THE APPLICANT SHALL PROVIDE WRITTEN NOTICE TWENTY-FOUR (24) HOURS IN ADVANCE OF MODIFIED CONSTRUCTION HOURS. APPROVAL OF THIS REQUEST IS AT DISCRETION OF THE TOWN. CONSTRUCTION NOISE: BETWEEN THE HOURS OF 8:00 A.M. TO 8:00 P.M., WEEKDAYS AND 9:00 A.M. TO 7:00 P.M. WEEKENDS AND HOLIDAYS, CONSTRUCTION, ALTERATION OR REPAIR ACTIVITIES SHALL BE ALLOWED. NO INDIVIDUAL PIECE OF EQUIPMENT SHALL PRODUCE A NOISE LEVEL EXCEEDING EIGHTY-FIVE (85) dBA AT TWENTY-FIVE (25) FEET FROM THE SOURCE. IF THE DEVICE IS LOCATED WITHIN THE STRUCTUREON THE PROPERTY, THE MEASUREMENT SHALL BE MADE AT DISTANCES AS CLOSE TO TWENTY-FIVE (25) FEET FROM THE DEVICE AS POSSIBLE. THE NOISE LEVEL AT ANY POINT OUTSIDE OF THE PROPERTY PLANE SHALL NOT EXCEED EIGHTY-FIVE (85) dBA. CONSTRUCTION MANAGEMENT PLAN: PRIOR TO ISSUANCE OF ANY PERMITS, THE APPLICANT SHALL SUBMIT A CONSTRUCTION MANAGEMENT PLAN THAT SHALL INCORPORATE AT A MINIMUM THE PROJECT SCHEDULE, EMPLOYEE PARKING, CONSTRUCTION STAGING AREA AND PROPOSED OUTHOUSE LOCATIONS, AS APPLICABLE. GOOD HOUSEKEEPING: GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. ALL CONSTRUCTION SHALL BE DILIGENTLY SUPERVISED BY A PERSON OR PERSONS AUTHORIZED TO DO SO AT ALL TIMES DURING WORKING HOURS. THE STORING OF GOODS AND/OR MATERIALS ON THE SIDEWALK AND/OR THE STREET WILL NOT BE ALLOWED UNLESS AN ENCROACHMENT PERMIT IS ISSUED BY THE ENGINEERING DIVISION OF THE PARKS AND PUBLIC WORKS DEPARTMEN. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALLE BE KEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THE END OF THE DAY. DIRT AND DEBRIS SHALL NOT BE WASHED INTO STORM DRAINGAGE FACILITIES. THE STORING OF GOODS AND MATERIALS ON THE SIDEWALK AND/OR THE STREET WILL NOT BE ALLOWED UNLESS AN ENCROACHMENT PERMIT IS ISSUED. THE APPLICANT'S REPRESENTATIVE IN CHARGE SHALL BE AT THE JOBSITE DURING ALL WORKING HOURS. FAILURE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT IN PENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE APPLICANT'S EXPENSE. COVERED TRUCKS: ALL TRUCKS TRANSPORTING MATERIALS TO AND FROM THE SITE SHALL BE COVERED. FUTURE STUDIES: ANY POST-PROJECCT OR PARKING COUNTS, OR OTHER STUDIES IMPOSED BY PLANNING COMMISSION OR TOWN COUNCIL SHALLL BE FUNDED BY THE APPLICANT. 1 1 N (N) AREA OF REMODEL AND EXPANSION INTO (E) BASEMENT SPACE.EXISTING SITE PLAN1/32" =1'-0" MEJRK50 UNIVERSITY AVENUELOS GATOS CA 95030APN#: 529-02-044PROJECT NUMBER: V-05DRAFTED BY: THE DESIGN AND IDEAS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF MARK ENGLISH ARCHITECTS. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT MARK ENGLISH ARCHITECTS, 2013. REVISIONS: NO. DATE DESCRIPTION CLIENT APPROVALSIGNATURE: CHECKED BY: PRINT DATE: SCALE:Emark@markenglisharchitects.comTHE WINE CELLARDISCLAIMER: ALL NEW AND EXISTING DIMENSIONS SHOWN ARE BASED ON CAD BACKGROUNDS PROVIDED BY THE CLIENT & FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. 07.14.2016 7/31/13 2016.07.11 PLANNING RESUBMITTAL1 EXISTING SITE PLAN Scale: 1/32" = 1'-0" 1 A1.0 0 32 64 FT A1.0 EXISTING BASEMENT& PATIO PLAN1/8" =1'-0" MEJRK50 UNIVERSITY AVENUELOS GATOS CA 95030APN#: 529-02-044PROJECT NUMBER: V-05DRAFTED BY: THE DESIGN AND IDEAS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF MARK ENGLISH ARCHITECTS. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT MARK ENGLISH ARCHITECTS, 2013. REVISIONS: NO. DATE DESCRIPTION CLIENT APPROVALSIGNATURE: CHECKED BY: PRINT DATE: SCALE:Emark@markenglisharchitects.comTHE WINE CELLARDISCLAIMER: ALL NEW AND EXISTING DIMENSIONS SHOWN ARE BASED ON CAD BACKGROUNDS PROVIDED BY THE CLIENT & FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. 07.14.2016 7/31/13 2016.07.11 PLANNING RESUBMITTAL1 EXISTING LOWER LEVEL AND PATIO PLAN Scale: 1/8" = 1'-0" 1 A1.1 N 0 8 16 FT A1.1 NOTE: SQUARE FOOTAGE CALCULATED TO INTERIOR OF WALLS FOR OCCUPANCY CALCULATION (N) 2x WALL CONSTRUCTION (E) WALL CONSTRUCTION TO REMAIN (E) CONSTRUCTION REMOVEDLKJHGEFD6CB4 A1.2123.633.44574.2D61.2123.633.44574.26MBEXISTING FENCE BUSSER SERVER HOST EXISTING TREE UP OUTDOOR PATIO (E) 46 SEATS (E) LIFT EXISTING OVERHANG (E) RESTAURANTENTRANCE (E) PLANTER BED (E) WAIT AREA (E) RESTROOM 1 (E) RESTROOM 2 (E) KITCHEN (E) DISHROOM (E) PREPKITCHEN (E) WALK-IN (E) DINING AREA (E) 79 SEATS (E) BAR (E) 15 SEATS (E) WINECOOLER (E) STO. (E) CRAWLSPACE (E) MECH ROOM (E) ELEVSHAFT (E) ELECROOM (E) CRAWLSPACE (E) COMMON AREA (E) WINE STORAGE (E) STORAGEAREA EGRESS4'-3"4'-0"EGRESSEXISTING ENTRANCE TO OUTDOOR PATIO UPUPUPUP UPUPUP(E) MECH (E) ELECROOM (E) ELEC EQUIPMENT TO BE RELOCATED. PANELS TO REMAIN. (E) COVERED EXTERIORWALKWAY 3'-6 7/16" (E) TRANSFORMERS (E) FENCE (E) RETAINING WALL (E) STORAGE (E) OFFICE(E) STORAGE ANDMECH UP(E) RAMPOUTLINE DESIGNATES BAR SERVICE AREA 1 1 1 (E) ELECTRICAL/MAINTENANCE (E) ELECTRICAL/ MAINTENANCE AREA (E) VACANT AREA FORMERLY LEASED BY 'BORDER'S BOOKS' (FORMULA RETAIL) NOTE LEGEND: 1 1 30'-1"13'-10"15'-3"1,480 SQ FT (E) FORMER BORDER'SBOOKSTORE 2,337 SQ FT PROPOSED BASEMENT & PATIO PLAN1/8" =1'-0" MEJRK50 UNIVERSITY AVENUELOS GATOS CA 95030APN#: 529-02-044PROJECT NUMBER: V-05DRAFTED BY: THE DESIGN AND IDEAS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF MARK ENGLISH ARCHITECTS. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT MARK ENGLISH ARCHITECTS, 2013. REVISIONS: NO. DATE DESCRIPTION CLIENT APPROVALSIGNATURE: CHECKED BY: PRINT DATE: SCALE:Emark@markenglisharchitects.comTHE WINE CELLARDISCLAIMER: ALL NEW AND EXISTING DIMENSIONS SHOWN ARE BASED ON CAD BACKGROUNDS PROVIDED BY THE CLIENT & FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. 07.14.2016 7/31/13 2016.07.11 PLANNING RESUBMITTAL1 PROPOSED LOWER LEVEL & PATIO PLAN Scale: 1/8" = 1'-0" 1 A2.1 N 0 8 16 FT A2.1 NOTE: SQUARE FOOTAGE CALCULATED TO INTERIOR OF WALLS FOR OCCUPANCY CALCULATION (N) 2x WALL CONSTRUCTION (E) WALL CONSTRUCTION TO REMAIN (E) CONSTRUCTION REMOVED (N) RAMP 1:12 SLOPE MAXLKJHGEFD6 CB4A1.2123.633.44574.2D61.2123.633.44574.26MBEXISTING FENCE BUSSER SERVER HOST EXISTING TREE UP OUTDOOR PATIO (N) 58 SEATS (E) LIFT EXISTING OVERHANG (E) RESTAURANTENTRANCE (E) PLANTER BED (E) WAIT AREA (E) KITCHEN (E) DISHROOM (E) PREPKITCHEN (E) WALK-IN (E) BAR (N) 10 SEATS (E) WINECOOLER (E) STO. (E) CRAWLSPACE (E) MECH ROOM (E) ELEVSHAFT (E) ELECROOM (N) MECH (E) CRAWLSPACE (N) ELECROOMDN(E) STORAGE (N) BAR SERVICERAIL EGRESS4'-3"4'-0"EGRESSEXISTING ENTRANCE TO OUTDOOR PATIO UPUPUPUP UPDN (N) RAMP 1:12 SLOPE MAX UP(N) CORRIDOR (N) RECEPTION DN(E) COVERED EXTERIORWALKWAY (N) LIFT (N) WINE LOCKERSABOVE FOOTING (E) MECH (E) MECH(N) RELOCATEDACCESS HATCH (N) SELF-CLOSING1 HR FIRE RATEDDOOR (N) WASH SINK.LOCATE EXISTINGPLUMBING (N) STORAGE,PREP, ICE, ANDBEVERAGESTATION RELOCATE ELEC EQUIPMENT (N) WAIT STATION (N) NICHES, TYP (N) DISPLAYCASE / WINESTORAGE (N) FURRED OUT WALL. MAKE FLUSH WITH ELEC PANELS (N) HOST STATION (E) STAIR RELOCATE MECHANICAL EQUIPMENT 3'-6 7/16" (E) TRANSFORMERS (E) FENCE (E) RETAINING WALL(N) OFFICE (E) MAINTENANCE &ELECTRICAL TOREMAIN 599 SQFT UP UP(E) RAMP(N) BENCH (N) BENCH (E) RESTROOM 1 (E) RESTROOM 2 (E) DINING AREA 1 (N) 72 SEATS (N) DINING AREA 3 44 SEATS (N) COMMONAREA (N) DINING AREA 2 16 SEATS (N) RR 4(N) RR 3 (E) EXIT & STAIR (N) SERVICE STATION 24'-0" 6'-9" 4'-6 1/8" 15'-10"11'-9"11'-7 5/8"12'-5 7/16"11'-10 5/16"10'-9 1/4" 45'-11 7/8"12'-3"15'-0"39'-0"43'-8 1/4"22'-0 1/8"22'-5 1/8"29'-2 1/16" 24'-5 1/8"10'-3 1/4"7'-8 7/16"12'-0 1/4"12'-4 1/8"6'-10 3/8"21'-5 13/16"8'-4" 42'-4 1/4"60'-0" 148'-4"26'-7 1/2"12'-4 1/2"4'-0"13'-7 3/8"10'-2 1/8"10'-2 1/8"10'-9 11/16"2'-4 1/2"10'-4"5'-5 5/8"34'-7 3/8"73'-8 7/8"40'-1"113'-9 7/8"(E) VACANT AREA FORMERLY LEASED BY 'BORDER'S BOOKS' (FORMULA RETAIL), 1,780 SQ FT, TO BE CONVERTED TO RESTAURANT USE OUTLINE DESIGNATES BAR SERVICE AREA 5'-3 1/2" 1 1 1 1 (E) MAINTENANCE & ELECTRICAL AREA, 881 SQ FT, TO BE CONVERTED TO RESTAURANT USE 1 TOTAL (N) TENANT SPACES 2,661 SQFT PROPOSED BASEMENT & PATIO PLAN: OCCUPANCY & EGRESS1/8" =1'-0" MEJRK50 UNIVERSITY AVENUELOS GATOS CA 95030APN#: 529-02-044PROJECT NUMBER: V-05DRAFTED BY: THE DESIGN AND IDEAS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF MARK ENGLISH ARCHITECTS. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT MARK ENGLISH ARCHITECTS, 2013. REVISIONS: NO. DATE DESCRIPTION CLIENT APPROVALSIGNATURE: CHECKED BY: PRINT DATE: SCALE:Emark@markenglisharchitects.comTHE WINE CELLARDISCLAIMER: ALL NEW AND EXISTING DIMENSIONS SHOWN ARE BASED ON CAD BACKGROUNDS PROVIDED BY THE CLIENT & FIELD MEASUREMENTS TAKEN BY THE ARCHITECT'S OFFICE. THE ARCHITECT DOES NOT MAKE ANY WARRANTY, EXPRESSED OR IMPLIED OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DIMENSIONS. 07.14.2016 7/31/13 2016.07.11 PLANNING RESUBMITTAL1 PROPOSED LOWER LEVEL & PATIO PLAN: OCCUPANCY & EGRESS Scale: 1/8" = 1'-0" 1 A2.2 N 0 8 16 FT A2.2 NOTE: SQUARE FOOTAGE CALCULATED TO INTERIOR OF WALLS FOR OCCUPANCY CALCULATION (N) 2x WALL CONSTRUCTION (E) WALL CONSTRUCTION TO REMAIN (E) CONSTRUCTION REMOVEDLKJHGEFD6CB4 A1.2123.633.44574.2D61.2123.633.44574.26MBBUSSER SERVER HOST UP (E) OUTDOOR PATIO (N) 58 SEATS (E) LIFT EXISTING OVERHANG (E) RESTAURANTENTRANCE (E) PLANTER BED (E) WAIT AREA (E) RESTROOM 1 (E) RESTROOM 2 (E) KITCHEN (E) DISHROOM (E) PREPKITCHEN (E) WALK-IN (E) DINING AREA 1 (N) 72 SEATS (E) BAR (N) 10 SEATS (E) WINECOOLER (E) STO. (E) CRAWLSPACE (E) MECH ROOM 1 (E) ELEVSHAFT (E) ELECROOM 1 (N) MECH ROOM 2 (E) CRAWLSPACE (N) DINING AREA 3 44 SEATS (N) ELECROOM 2 (N) COMMONAREA DN(E) STORAGE (N) DINING AREA 2 16 SEATS (N) BAR SERVICERAIL EGRESS4'-3"4'-0"EGRESSUPUPUPUP UPDN (N) RAMP UP(N) CORRIDOR (N) RECEPTION DN(N) RAMP (E) COVERED EXTERIORWALKWAY (N) LIFT (E) MECH (E) MECH (N) WAIT STATION (N) NICHES, TYP (N) DISPLAYCASE / WINESTORAGE (N) FURRED OUT WALL. MAKE FLUSH WITH ELEC PANELS (N) RR 4 (E) STAIRWELL 3'-6 7/16" (N) OFFICE (E) MAINTENANCE UP UP(E) RAMP(N) RR 3 (N) HALL (N) SERVICE STATION (E) ACCESSIBLE PATH OF TRAVEL (N) ACCESSIBLE PATH OF TRAVEL EXIT TO STREETFROM LOWERLEVEL EXIT TO STREETFROM LOWERLEVEL (E) ACCESSIBLE PATH OF TRAVEL (E) ACCESSIBLE PATH OF TRAVEL EXIT TO STREET EXIT TO STREET 1 HR SEPARATION 1 HR SEPARATION 1 HR SEPARATION 1 HR SEPARATION 1 HR SEPARATION EXIT TO STREET FROM LOWER LEVEL 9'-6 9/16"3'-8 1/8"7'-0 9/16"4'-7 3/16" 3'-6 1/4" FIXED BOOTH SEATING WITHOUT DIVIDING ARMS. TOTAL BACKREST LENGTH:13'-2"OCCUPANT LOAD: 6 4'-4"9'-1 7/8" 5 - FIXED SEATING BOOTHS WITHOUT DIVIDING ARMS. TOTAL BACKREST LENGTH:11'-10"OCCUPANT LOAD PER BOOTH: 5 TOTAL OCCUPANT LOAD:25 FIXED SEATING BOOTH WITHOUT DIVIDING ARMS. TOTAL BACKREST LENGTH:13'-6"OCCUPANT LOAD: 6 9'- 8 11 / 1 6 "4'-3 7/16"(E) EXIT & STAIR 3'-3 1/2"4'-1 3/8"9'-0"5'-10 3/16"5'-10 3/16"4'-6" 4'-6 1/8" 4'-7 3/8"4'-1"9'-7 5/8" 8'-0"9'-0"112'-11 5/8"69'-8 7/8"79'-2 1/2"(E) STO. 15'-10"11'-9"11'-7 5/8"12'-5 7/16"11'-10 5/16"10'-9 1/4" 45'-11 7/8"12'-3"7'-8 7/16"12'-0 1/4"12'-4 1/8"12'-1 13/16"21'-5 13/16"8'-4" 42'-4 1/4"60'-0" 148'-4"4'-0"13'-7 3/8"10'-2 1/8"10'-2 1/8"10'-9 11/16"10'-4"5'-5 5/8"34'-7 3/8"73'-8 7/8"40'-1"113'-9 7/8"2 (N) RESTROOMS W/ 2 TOILET FIXTURES AND 1 LAVOTORY PER EACH OCCUPANCY A-2 EXISTING (E) KITCHEN (E) DINING AREA 1 (E) FIXED SEATING* (E) WINE COOLER (E) WAITING AREA (E) RESTROOM 1 (E) RESTROOM 2 (E) STORAGE (E) STAIRWELL (E) EXIT & STAIR TOTAL - EXISTING PROPOSED ADDITION (N) CORRIDOR (N) DINING AREA 2 (N) RESTROOM 3 (N) RESTROOM 4 (N) OFFICE (N) RECEPTION (N) COMMON AREA (N) ELEC ROOM 2 (N) DINING AREA 3 (N) SERVICE STATION (N) HALL TOTAL PROPOSED 200 15 - 300 15 - - 300 - - - 15 - - 100 15 15 300 15 15 - AREA SQ. FT/ PERSON TOTAL SQ. FT OCCUPANTS 538 1,207 355 52 120 48 48 310 108 142 2,928 675 585 55 55 157 141 131 35 1,178 236 39 3,287 2 80 37 0 8 - - 1 - - 126 - 39 - - 1 9 8 0 78 15 - 150 TOTAL BUILDING OCCUPANCY 276 (E) OUTDOOR PATIO 15 894 59 6,215 *OCCUPANCY FOR BOOTH FIXED SEATING DEFINED BY ICC 1004.7.