Project Plans - Reduced Size 2019.10.25 - Incorporating Revised Sheet (8.5x11)CDCAABBEDateSheet TitleCheckedJob NoScaleDrawnJCJC12345TITLE SHEETREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825DETAIL, SECTION, PLAN,OR ELEVATION NUMBER(OR NUMBER)SECTION LETTERDETAIL IS INDICATEDDRAWING NUMBER WHERE ENLARGED DETAILINDICATES AREA OFINDICATES DIRECTION DIMENSION TO FINISHREFERENCE NORTHDETAIL REFERENCEDIMENSION TO CENTER DIMENSION TO FACE OFDETAIL REFERENCESECTION REFERENCEDETAIL NUMBERDETAIL IS LOCATEDDRAWING NUMBER WHEREOF DETAIL CUTDIRECTION OF VIEWDETAIL NUMBERCALLED NORTHTRUE NORTHSTUDS(LINE)SURFACEDATE AND TYPE OF(SEE TITLE BLOCK FORREFERENCE (IN ELEVATIONOR SECTION VIEW)REVISION)REVISION SYMBOLELEVATION NUMBER+0'-0"1OF ELEVATION VIEWDRAWING NUMBER WHEREELEVATION IS LOCATEDREVISED PORTIONCLOUDING INDICATESELEVATION LEVELREFERENCEELEVATION VIEW+0'-0"TBD TO BE DETERMINEDSHT. VINGYPSUM WALL BOARDGND. GROUNDGWBGYP.GR. GRADEGYPSUMGALV.GA.GB.GL.GAUGEGALVANIZEDGRAB BARGLASS VERTICALVESTIBULEVERT.VEST.UNLESS NOTED OTHERWISEUNO.UR. URINALETR.ELEC.ELEV.EMER.ENCL.EQPT.EWC.EXST.EXPO.EXP.EXT.FDN.F.H.C.FLASH.FLUOR.FTG.FURR.FUT.FE.FX.FSFT.F/CF/FF/SFECFIN.FL.FBFDEPEQ.EA.E.J.EL.FIRE EXTINGUISHERFIRE EXTINGUISHERFIRE HOSE CABINETFLASHINGFLUORESCENTFACE OF CONCRETEFACE OF FINISHFACE OF STUDSFULL SIZEFOOT OR FEETFOOTINGFURRINGFUTURE CABINETFIXEDFINISHFLOOREXISTING TO REMAINEXPANSION JOINTELEVATIONELECTRICALELEVATOREMERGENCYENCLOSUREELECTRICALEQUIPMENTELECTRIC WATER EXISTINGEXPOSEDEXPANSIONEXTERIORFLAT BARFLOOR DRAINFOUNDATION PANEL COOLEREQUALEACHSOLID CORESEAT COVER DISPENSERSCHEDULESOAP DISPENSERSHOWERSPLIT FACE BLOCKSHEET VINYLSPECIFICATIONSTAINLESS STEELSERVICE SINKSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALTOWEL BARTOP OF CURBTELEPHONETERRAZZOTOP OF PAVEMENTTOILET PAPER DISPENSERTELEVISIONTOP OF WALLUNFINISHEDSTOR.THK.TYP.UNF.TPTPDTVTWTBTCTEL.TER.T & GSTRL.SUSP.SYM.TRD.THICK TYPICALTREADSCHED.SFBSQ.SST.SSSTA.STD.STL.SPEC.SDSECT.SSHR.SHT.SIM.SCSCDSQUARESTATIONSTEELSECTIONSHELFDRAWINGSIMILARCENTERED (ON SPACE)DIAMETER OR ROUNDAD. AREA DRAINCTD.ADJ.AGGR.APPROX.ASB.ARCH.ASPH.BITUM.BLDG.BLK.BLKG.BOT.CAB.CER.CLG.CLO.CLR.COL.CONC.CONN.CONST.CORR.CJ.CNTR.CTR.DBL.DET.DIA. ØDIM.DISP.DWR.DSP.DWG.DF.DR.DS.DN.CBCI.BD.AL.COLUMNCONCRETECONNECTIONCONSTRUCTIONCORRIDORCONTROL JOINTCOUNTERCENTERDOUBLEDRINKING FOUNTAINDETAILDIAMETERDIMENSIONDISPENSERDRAWERDOWN SPOUTDRY STANDPIPEDRAWINGDOORDOWNADJUSTABLEAGGREGATEALUMINUMAPPROXIMATEASBESTOSARCHITECTURALASPHALTBOARDBITUMINOUSBUILDINGBLOCKINGBOTTOMCABINETCATCH BASINCERAMICCAST IRONCEILINGCLOSETBLOCKCLEARACOUS.#(E)&@CLCENTERLINEPOUND OR NUMBEREXISTING ACCOUSTICALANDANGLEATMISC. MISCELLANEOUSMASONRY OPENINGMOUNTEDNOT IN CONTRACTNOMINALNOT TO SCALEOVERALLOBSCUREON CENTER OUTSIDE DIAMETEROPENINGOPPOSITEPLASTIC LAMINATEPLASTERPLYWOODPAPER TOWEL DISPENSERPROPERTY LINEPRE-CASTPARTITIONPAPER TOWEL RECEPTICLEQUARRY TILEREFERENCEREFRIGERATORREGISTERREINFORCEDREQUIREDRESILIENTROUGH OPENINGREDWOODRAIN WATER LEADERPT. POINTPRCST.RGTR.REINF.RESIL.R.REQ.RM.RORWD.RWLRAD.REF.REFR.PTRQTPTDPTNPLRISERRADIUSROOMOPNG.P.LAM.PLYWD.O/CPL.PLAS.PR.ODOFF.OPP.NO.NOM.NTSO.A.OBS.M.O.MTD.MUL.NICOFFICEPLATEPAIRMULLIONNUMBER#MAXIMUMMEDICINE CABINETMECHANICALMEMBREANEMANUFACTURERMANHOLEMINIMUMMECH.MEMB.MET.MFR.MH.MIN.MIR.MAX.M.C.METALMIRRORSCOPE OF WORKGENERAL NOTES, LOCATION MAP, DRAWING INDEX, PLANNING DATA,1.0A2.1BUSINESS NAME: BIG MUGPROJECT DESCRIPTION: TENANT IMPROVEMENTS TO AN VACANT SPACEPROJECT LOCATION: 1725 S. BASCOM AVENUE STE. 400CAMPBELL, CA 95008CONSTRUCTION TYPE: TYPE IAOCCUPANCY: A-2ZONING: PDSPRINKLERS: FULLY SPRINKLEREDEXISTING/DEMOLITION PLAN, EXIT PLANA2.0PROPOSED FLOOR PLAN8. ANY DECORATIONS USED SHALL BE NON-CONBUSTIBLE OR FLAME PROOFED 2-A 10 BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTION OF THE 7. PROVIDE A POTABLE FIRE EXTINGUSHER WITH A RATING OF NOT LESS THAN BE IN BLOCK LETTER 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4". BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORD ON THE SIGN SHALL 6. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS SHALL BE DETERMINDED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF 5. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGN SHALL ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN EXCEPTION; MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS.4. EXIT SIGN SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE 3. EXIT ILLUMINATION SHALL COMPY WITH SECTION 93.064 0F THE ELECTRICAL LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL.2. EXIT SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.1. EXIT DOORS SHALL BE OPENABLE FROM INSIDE FROM INSIDE WITHOUT THE BUILDING, AND AS REQUIRED BY FIRE INSPECTOR. APPROVED BY THE BUILDING OFFICIAL.(FIRE EXINGUISHERS CERTIFIED BY A STATE LICENSING CO.) C) INTERIOR WALL AND CEILING FINISH FOR b) INTERIOR WALL AND CEILING FINISH FOR a) INTERIOR WALL AND CEILING FINISH FOR A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III)9. ALL INTERIOR FINISH SHALL BE SMOKE DENSITY OF 450. A FLAME SPREAD CLASSIFICATION OF 25 (CLASS I) A FLAME SPREAD CLASSIFICATION OF 75 (CLASSII)10. PROVIDE "NOT AN EXIT" SIGN ON DOORS OPENING IN TO STOCKROOM.MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT.ANY PENETRATIONS OF OR MODIFICATIONS TO THE EXISTING STRUCTURAL SYSTEMS,CONCRETE, STEEL, ETC. MUST BE COORDINATED WITH THE LANDLORD AND LOCALAUTHORITIES. ANY MODIFICATIONS MUST BE APPROVED BY THE LANDLORD AFTEREND WALLS WHERE VINYL WALL COVERING IS FINISHED WALL MATERIAL.A PROJECT MANUAL CONSISTING OF ALL ADDENDA, GENERAL CONDITIONS, TECHNICALSPECIFICATIONS, EQUIPMENT CUT SHEETS AND LANDLORD DESIGN AND CONSTRUCTIONAWARD OF CONTRACT SHALL BE NEGOTIATED AS A CHANGE ORDER.CRITERIA. USE OF THE DRAWINGS WITHOUT THE PROJECT MANUAL IS NOT ADVISED.DRAWINGS, IN THE SPECIFICATIONS OR IN THE LANDLORD DESIGN CRITERIA, INCLUDEDCLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED AFTERFURNISH AND INSTALL CLEAR PLEXIGLASS GUARDS TO COUNTER HEIGHT AT UNPROTECTEDNOTE: THESE DRAWINGS ARE AUGMENTED AND/OR MODIFIED BY INFORMATION CONTAINED INCLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED ON THESUBMISSION OF A DETAIL SCOPE OF WORK OUTLINE.IN THE PROJECT MANUAL WILL NOT BE ACCEPTED.10.9.8. ANY WORK. IN AN APPROVED MANNER.WITH THE WORK. SAID DIMENSIONS MAY AFFECT OTHER DIMENSIONS AS INDICATED WITHTHE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DIMENSIONS ANDWOOD BLOCKING, DECKING AND FRAMING MATERIALS ARE ONLY ALLOWED BELOW THEFINISHED CEILING LINE WHEN FIRE-RETARDANT TREATED AND MARKED AS SUCH.EXISTING DIMENSIONS ARE (+/-) AND MUST BE FIELD VERIFIED PRIOR TO COMMENCINGCOMPLIANCE WITH PROCEDURES WITH LOCAL GOVERNING AGENCY.ALL MATERIALS MUST MEET FLAME RESISTANCE REQUIREMENT OF LOCAL CODES, BUT NOAPPROVAL TO PROCEED WITH THE WORK IS SUBJECT TO VERIFICATION OF CONDITIONS ANDCONTRACTOR IS RESPONSIBLE FOR FULL COMPLIANCE WITH ALL REQUIREMENTS DICTATEDBY THE LANDLORD'S FIRE PROTECTION SYSTEMS ENGINEER DURING CONSTRUCTION AND ALLLESS THAN 25 IN UNSPRINKLED AREAS ABOVE THE CEILING; 75 ON STOREFRONT; AND 200SUPPORT WIRES FOR SUSPENDED CEILINGS MUST NOT CONNECT TO ANY OF THE LANDLORD'SCONSTRUCTION NOTES:IN SPRINKLED AREAS.SUBSEQUENT FIELD INSPECTIONS.3.6.7.4.5.(+/-) SYMBOL.CONDITIONS.1.2.GENERAL NOTES CODE.FIRE NOTES:PROJECT DATA SHALL NOT EXEED SHALL NOT EXCEED SHALL NOT EXEEDENCLOSED STAIREXIT CORRIDORKITCHEN, SERVICE AREADRAWING INDEX - MOUNT MAX. 48" ABOVE FLOOR FOR ADA ACCESS.11. BUILDING IS FIRE SPRINKLERED.1725 S. BASCOM AVENUE, STE. 1100, CAMPBELL, CA 95008REQUIRED CONTRACTOR AT TENANT'S EXPENSE.12. ANY MODIFICATION TO SPRINKLER SYSTEM TO BE BY MALL'SHEADS THROUGH OUT WHERE APPLICABLE.13. INSTALL CONCEALED HEADS IN DRYWALL CEILINGS AND RECESSEDVINCINITY MAPABBREVIATIONSCALIFORNIA BUILDING CODE 2016CALIFORNIA MECHANICAL CODE 2016CALIFORNIA PLUMBING CODE 2016CALIFORNIA ELECTRIC CODE 2016SYMBOLSPLANNING DATAPROPOSED WORK AREA: 2,040 SFPARKING:EXISTING (NO CHANGE)Sheet No1.0CALIFORNIA FIRE CODE 2016CALIFORNIA ENERGY CODE 2016SITE PLANA1.0SCOPE OF WORKTENANT IMPROVEMENTS TO AN EXISTING 2,040 SF VACANT SPACE TO AA2.2EQUIPMENT PLANE3.0POWER PLANE1.0SYMBOLS LIST, NOTES, ABBREVIATIONS AND INDEXE2.0TITLE 24E4.0E5.0SINGLE LINE AND PANEL SCHEDULEGENERAL NOTESP0.1SCHEDULESP0.2KITCHEN EQUIPMENT SCHEDULEP0.3LIGHTING PLANMECHANICAL TITLE 24M0.3MECHANICAL FLOOR PLANM2.1DETAILSM3.1A5.0CABINET SECTIONSA5.1ACCESSIBILITY DETAILSA5.2DETAILSE6.0E7.0SPECIFICATIONSDETAILSLEGEND, NOTES AND SPECIFICATIONSM0.1DEFERRED SUBMITTAL LIST:1. WALL SIGNAGE TO BE UNDER A SEPARATE SUBMITTAL.NEW ROOFTOP MECHANICAL UNITS TO REPLACE EXISTING MECHANICAL UNITS AT (E) LOCATION11.WITH IN KIND. THE REAPLCED MECHANICAL UNITS WILL NOT BE VISIBLE FROM THE STREETAPPROVED ADDRESS NUMBER SHALL BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.A2.3REFLECTED CEILING PLANSERVICE/PREP. AREAUSESQ. FTLOAD FACTOROCCUPANT LOADSTORAGE2538717330153009581ABCDSALES AREA655 200 4TOTAL2,040 - 72TOTAL OCCUPANT LOAD: 72TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comSEATING AREAOTHER (BATHROOM)188 - -EPLUMBING FLOOR PLANP2.1RISER DIAGRAMP3.1DETAILSP4.1OCCUPANT LOAD DIAGRAMBIG MUGCOFFEE SHOPE1.1ELECTRICAL SITE PLANE2.1TITLE 24E2.2TITLE 24MECHANICAL SCHEDULESM0.2MECHANICAL TITLE 24M0.414. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THECFC CHAPTER 33 AMD SCCFD'S SPECIFICATION SI-7-CONSTRUCTION SITE FIRE SAFETY.15. FIRE DEPARTMENT ACCESS TO THE SITE, BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE, AND OTHER MATERIALS OR OBJECTS SHALL BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE PROTECTION SYSTEMCONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTSFROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH CFC 505.5.4.16. ANYTIME THE FIRE SPRINKLER SYSTEM AND/OR THE FIRE PROTECTION & ALARM SYSTEM IS IMPAIRED, A FIRE WATCH IS TO BE PROVIDED. THE SYSTEM IS TO BE TAGGED, AND A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED, IN ACCORDANCE WITH CFC CHAPT 9.APPLICABLE CODESPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008PROJECT LOCATION2. ALTERATION TO THE FIRE SPRINKLER AND/OR FIRE ALARM SYSTEM REQUIRE A SEPARATEPERMIT SUBMITTAL TO THE CITY OF CAMPBELL FIRE DEPARTMENT FOR AN APPROVAL.PLUMBING FIXTURE REQUIREMENT:WATER CLOSETSUSERESTAURANTMALE:1: 1-50FEMALE:1:1-25URINALSFACTORMALE:1:1-200FACTOR REQ.1N/A N/APRO-POSED11PRO-POSED0-LAVATORYMALE:1: 1-150FACTOR11FEMALE:1: 1-150PRO-POSEDTYPE OF OCCUPANTSQ. FTLOAD FACTOROCCUPANT LOAD1,124 30 38DINING AREA42/2 = 21PLUMBING FIXTURE ANALYSIS:728 200 4KITCHEN188 - -OTHER (BATHROOM, NON-HABITABLE SPACE)URINAL IS NOT REQUIRED PER 2016 CPC TABLE 422.1 EXCEPTION NOTE #3E2.3TITLE 24E2.4TITLE 24MECHANICAL SITE PLANM2.0PLUMBING SITE PLANP0.410/1/2019
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345SITE PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825SCALE : N.T.S.SITE PLANSheet NoA1.01TEL: (408) 316-6782P.O. BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comPATH OF TRAVEL LEVEL.CONTRACTOR TO FIELD VERIFYEXCEED 5 % IN THE DIRECTION OF TRAVELEXISTING PATH OF TRAVEL TO NOTAND NOT TO EXCEED 2 % CROSS SLOPE7A5.1(E) ACCESSIBLEPARKING, REFERPATH TO BE MIN. 36" WIDE ALL THE WAY.PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008WORK AREA
VACANT TENANT SPACE11'B' OCCUPANCY(E) RATED HALLWAYDIAGONAL DISTANCE = 68'-0"±DIAGONAL DISTANCE = 29'-0"±EXITTACTILE EXITSIGNEXITTACTILE EXITSIGNDateSheet TitleCheckedJob NoScaleDrawnJCJC12345EXISTING/DEMOLITION FLOOR PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION18251. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE IMPACT TO THESTRUCTURE OF ALL COMPONENTS TO BE REMOVED AND PROVIDE THENECESSARY SHORING TO INSURE THE STRUCTURAL STABILITY OF THEBUILDING AS A WHOLE AND THE VARIOUS COMPONENTS AFFECTED BY THEDEMOLITION. THE DRAWINGS NOTE VARIOUS ELEMENTS TO BE REMOVED ANDWHETHER THESE ARE BELIEVED TO BE STRUCTURAL OR NON STRUCTURAL.THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND/OR ENGINEER IFIN FACT ANY ELEMENT THAT IS NOTED AS "NON STRUCTURAL" APPEARS TOBE AN INTEGRAL PART OF THE BUILDING'S STRUCTURAL SYSTEM. DURINGTHE COURSE OF DEMOLITION, THE GENERAL CONTRACTOR SHALL ADVISE ANDESIGNER WHEN FINISHES ARE REMOVED TO EXPOSE CONSTRUCTION SODESIGNER COORDINATE WITH THE STRUCTURAL ENGINEER TO VISIT THE SITE.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE ANDIDENTIFYING ALL ITEMS TO BE DEMOLISHED AND REMOVED, INCLUDING BUTNOT LIMITED TO: PLUMBING FIXTURES, ELECTRICAL AND TELEPHONE OUTLET,LIGHT FIXTURES, CONDUITS, ELECTRICAL SUB PANELS, FLOOR MONUMENTS,MILLWORK AND FLOOR FINISHES WHETHER SPECIFICALLY INDICATED OR NOT.IF THERE ARE ANY ITEMS IN QUESTION, CONTACT DESIGNER.3. ALL EXISTING CEILING ATTACHEMENTS TO BE REMOVED AND NOT BEINGREUSED IN NEW BUILD OUT.4. ALL DEMOLITION REQUIRED FOR ELECTRICAL OR MECHANICAL SYSTEMS SHALLBE RE-FORMED BY TRADES RESPONSIBLE FOR THE NEW WORK RELATIVE TOTHOSE SYSTEMS.5. DEMOLITION PLAN INDICATES THE REMOVAL OF MAJOR COMPONENTS ONLYAND DOES NOT REFLECT CUTTING AND PATCHING OF EXISTING CONSTRUCTIONREQUIRED FOR INSTALLATION OF NEW WORK.6. AREAS NOTED "EXISTING TO REMAIN" SHALL BE LEFT UNDISTURBED ANDDURING DEMOLITION CONTRACTOR SHALL MAKE ALL EFFORTS TO PROTECTEXISTING CONDITIONS FROM DAMAGE.7. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER DURINGCONSTRUCTION AND SHALL VERIFY: LOCATIONS OF APPROPRIATE PARKINGAND LOADING AREAS, HOURS OF OPERATION, PROTECTION REQUIREMENTS OFEXISTING BUILDING FINISHES, AND CONFORMING WORKING HOURS.EXISTING 1 HR RATED WALL TO REMAIN.1SCALE : 1/4" = 1'-0"EXISTING/DEMOLITION FLOOR PLANREMOVE WALLWALL - EXISTING TO REMAIN (ETR)DEMOLITION LEGENDSheet NoA2.01DEMOLITION GUIDELINESGENERAL NOTES1. CONTRACTOR TO VERIFY THAT THE NOTIFICATION IN ACCORDANCE WITH SECTION 19827.5OF CALIFORNIA HEALTH AND SAFETY CODE IS NOT APPLICABLE TO THIS PROJECT. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED IN THIS PROJECT, CONTRACTORSHALL STOP WORK AND IMMEDIATELY CONTACT BAY AREA AIR QUALITY MANAGEMENTDISTRICT. ANY ASBESTOS MATERIAL ENCOUNTERED WILL BE MANAGED IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS AND PROPERLY DISPOSED OF, PER SECTION25505, 25533, AND 25534 OF THE HEALTH AND SAFETY CODE.TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comKEY NOTESPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 950081. CONTRACTOR SHALL CARE DURING CONSTRUCTION SO AS NOT TO DAMAGEOR DISRUPT ANY UTILITES OR SPRINKLER LINES WHICH MIGHT PASSTHROUGH THIS SPACE TO SERVICE OTHER SPACES OR OTHER TENANTS. G.C.WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE.2. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY SERVICEDISCREPANCIES OR IRREGULATITIES DISCOVERED IN THE LEASE SPACE WHICHMAY AFFECT CURRENT STORE DESIGN. GC. IS TO PAY SPECIAL ATTENTIONTO AVALABLE HEIGHT FOR INTENDED CEILING ELEVATION. MECHANICLA.DUCTWORK. ETC.3. CONTRACTOR SHALL ERECT CONSTRUCTION BARRICADES/ SCREENS. IFREQUIRED, PER LANDLOARD'S SPECIFICATIONS. CONTACT LANDLORD'S FIELDREPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL CONSTRUCTIONWORK.4. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR EXISTING ITEMS NOTED TOBE UTILIZED IN REMODEL AND PROPERLY DISCARD REMOVED DEBRIS. TRASHAND DISCARDED ITEMS AT APPROPRIATE & APPROVED DUMP SITE PAYINGFOR ITS DUMP FEES.5. CAREFULLY REMOVE ITEMS DESIGNATED ON DEMOLITION PLAN.6. ALL FINISH FLOORINGS - TILE, STAINED CONC., ETC., UNLESS NOTEDOTHERWISE WITHIN THE PREMISE OF PROPOSED IMPROVEMENT AREA SHALLREMAIN.7. CONTRACTOR SHALL CAP LINE, CONDUITS OR WRING PER CODE IN THEREMOVAL OF EXISTING FIXTURES.8. CONTRACTOR SHALL CHECK ALL DISTANCE, DATA, EXISTING STRUCTURES ANDUTILITIES ABOVE OR BELOW FLOOR WITHIN THE LIMITS OF THIS PROJECT.9. PLACES WHERE EXISTING OBJECTS ARE REMOVED AS INDICATED ON THEDEMOLITION PLAN, TO BE PREPARED AND BLENDED W/ ADJACENT EXISTINGCONDITION TO THE SATISFACTION OF LANDLORD.10. CONTRACTOR SHALL VERIFY W/ OWNER EXISTING KITCHEN EQUIPMENT TO BEREMOVED.DEMOLITION NOTESSCALE : 1/4" = 1'-0"EXITING PLAN2EXIT PLAN
34" MAX. HEIGHTCOUNTERTOPH/WPick Up48" CAKE S/C60" CAKE S/C2'-10"8'-0"48'-0"(E) 51'-1"±38'-4"12'-9"(E) 48'-0"±12'-8"9'-1"21'-8"(E) 51'-1"±11'-1"14'-8"14'-5"8'-5"2'-6"SERVICE AREABATHROOMMEN'SBATHROOMWOMEN'SSERVICETABLESTORAGE10'-0"8'-6"18'-8"4'-7"48" MIN.60" MIN.2456FREEZERREF.SEATING AREA1KITCHEN32'-5"3'-0"2'-9"8'-2"2'-10"6'-9"5'-10"8'-7"8'-0"3'-0"3'-5"2'-0"3'-11"2'-6"3'-5"2'-1"6'-0"3'-8"12453A5.11648" MIN.60" MIN.A5.15A5.116A5.153'-0"3'-2"A5.11034" MAX. HEIGHTCOUNTERTOP60" MIN.1/2" TEMPERED GLASSSNEEZE GUARDDateSheet NoSheet TitleCheckedJob NoScaleDrawnJCJC12345--PROPOSED FLOORA2.1REVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825PLANSCALE : 1/4" = 1'-0"PROPOSED FLOOR PLAN1TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comNO.1MATERIALHT.WIDTHNOTEDOOR SCHEDULEDOOR NOTES:CONTRACTOR TO PROVIDE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATICAND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOWTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATINGA TRAP OR HAZARDOUS CONDITION 1.THE MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 lbs. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED2.AT RIGHT ANGLES TO HINGED DOORSEXISTING WALL TO REMAIN1-LAYER OF 1/2" GP. BD. ON EACH SIDETYPICAL WALL PARTITION SHALL BE NEW FULL WALL CONSTRUCTION:LEGENDCONTRACTOR TO PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBLITY AND3.WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS,TO BE VISIBLE TO PERSONSPROVIDE TACTILE EGRESS SIGNAGE INSTALLED ON THE WALL ADJACENT TO 4.THE LATCH SIDE OF THE EXIT DOORS. REFER TO DETAIL 16/A5.1FINISH5. ACCESSIBLE DOOR OPENING HARDWARE IS TO BE MOUNTED AT A HEIGHT BETWEEN30" TO 44" ABOVE THE FLOOR AND OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING6. CONTRACTOR TO VERIFY AND PROVIDE EXISTING STOREFRONT GLAZING WITHIN18" OF A WALKING SURFACE TO BE TEMPERED.GLASS/ALUNIMUM6/0 7/0STOREFRONT2 GLASS/ALUNIMUM3/0 7/0 STOREFRONTMATCH EXISTING FINISHEXISTING TO REMAIN3METAL3/0 7/0 -(E) 20 MIN. RATED DOOR TO REMAIN; (E) PANIC HARDWARE5WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING6WOOD3/0 7/0 -SOLID, SELF LATCHING AND SELF CLOSING1.NOTESPROVIDE A SIGN THAT INDICATES THE OCCUPANT LOAD OF THE ROOM/SPACE (FINAL POSTED SIGN LOCATION AND TYPE SHALL BE APPROVED BY THE FIRE ANDBUILDING INSPECTION STAFF PRIOR TO FINAL BUILDING OCCUPANCY)7. DOOR #1 AND #2, PROVIDE MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS TO BE VISIBLE TO PERSON ALONG APPROACHING PEDESTRIAN WAYS PER CBC 11B-216.6. REFER TO 6/A5.1.8. MAIN EXIT DOOR SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOORSTATING, "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."ABILITY TO GRASP HARDWARE.9. PROVIDE FIRE EXIT HARDWARE.PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
3'x12' Coffee Tasting Table
SHELF48"*18"H/WFREEZERFETCOBREWWafflePaniniPick Up48" CAKE S/C60" CAKE S/CREF.ConvectionOvenIce MakerToasterJuiceSHELF60"*18"SERVICETABLESHELF48"*18"SHELF48"*18"SHELF48"*18"PREP TABLEPREP TABLE4321756881011121212991314151618181920211724222325302627282931323336353437373940384'-6"4'-6"SERVICE AREABATHROOMMEN'SBATHROOMWOMEN'SSTORAGE2456SEATING AREA1KITCHEN34'-8"4'-1"3'-7"3'-0"2'-6"1DISPLAY / GIFT SHELVESOUTDOOR SEATING73'-2"(E) COLUMN4'-0"3'-2"3'-2"PLANTERPLANTERDateSheet TitleCheckedJob NoScaleDrawnJCJC12345EQUIPMENT PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoA2.2SCALE : 1/4" = 1'-0"EQUIPMENT PLAN1WATER HEATER (ELECT)3220EMPLOYEE LOCKER2927283031-SALSBURY2324222125431314129687DESCRIPTIONCOUNTERTOP21ITALIA 1 DP1200--NOTES47.5"X31"X45.25"-(W. X. D. X. H.)SIZE (IN INCHESEQUIPMENT SCHEDULECUSTOM-DISPLAY CASEOSCARTEK5DRY STORAGE SHELVING101126"X29 1/4"X21 3/8"HAND SINK (DROP-IN) D1-1-10ADVANCE 19" x 13"2615W/ 6" LEGSBRADFORD -17193334181516#MANUFR. MODEL NO.MOUNTLBS.HAND SINKADVANCE17.75"X15.25"REGISTER-PREP. SINK (PREP)ICE MACHINEEAGLE 414-16-1-18RZ199-24ZURNINDIRECT TO FLOOR SINK, NSF APPROVED32.25"x59.5"x44.5"24"x24"x10" W/ MOP RACK, CHEM. CABINET, NSF APPROVEDINDIRECT TO F.S., NSF APPROVED.MOP SINKSNEEZE GUARD1/2" TEMPERED GLASSMETRO 1860NS 60" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.MICRO. CONVECTION OVENTORNADO 2TURBOCHEFNSF APPROVEDEAGLE3 COMP. SINK 314-16-3-18 DIRECT TO SEWER LINE, NSF APPROVED90" x 26" x 44.5"PRE-RINSE SPRAY HOSE 2210-WBFISHIER 8" CENTERGRINDER MAHLKONIG K30 TWINICE-O-MATICICEU300/30522314QUANTITY-1111111111111314.5"X22"X11.8"7-PS-87GCTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comPREPARATION SINK AND DIPPER WELLFLOOR SINK MUST BE INSTALLED TO PROVIDE INDIRECT SEWER CONNECTION AT ICE MACHINE, FOOD 11.10. INSTALL PERMANANT SOAP AND TOWEL DISPENSER AT HAND WASH SINK LOCATION.THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.IF GREASE TRAP IS REQUIRED BY THE BUILDING DEPARTMENT, IT MUST BE MOUNTED IN THE FLOOR SO THAT9.8. INSTALL MECHANICALLY VENTILATED EXHAUST FAN IN TOILET ROOMS.LIGHT FIXTURES LOCATED OVER UNCOVERED FOOD OR UTENSILS MUST BE SHATTERPROOF AND CLEANABLE.7.AND ALL CRACKS AND CREVICES SEALED WITH A CAULKING-TYPE SEALANT.6. ALL COUNTERS AND SHELVING IS TO BE OF CABINET QUALITY CONSTRUCTION WITH ALL SURFACES SMOOTH HEIGHT OF 48" ABOVE THE FLOOR.FIBERGLASS REINFORCED PANELING ON THE WALLS BEHIND ALL SINKS. INSTALL PANELING TO A MINIMUM 5.LIGHT IN COLOR ( LIGHT REFLECTANCE VALUE OF 70% OR GREATER) 4. ALL WALLS AND CEILINGS IN THE FOOD SERVICE AREAS MUST BE SMOOTH FINISHED, WITHOUT TEXTURE, ANDMATERIAL MUST CONTINUE UP THE WALL AT LEAST 4". TOP SET COVED BASE MATERIAL IS NOT ACCEPTABLE.THE FLOOR SURFACE IN THE FOOD SERVICE/STORAGE AREA AND THE SERVICE AREA (EMPLOYEE SIDE)3.MUST BE COVED AT THE FLOOR/WALL JUNCTURE WITH A MIN. 3/8" RADIUS COVED BASE. THE FLOOR INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.1. ALL EXISTING EQUIPMENT SHALL BE EVALUATED AND APPROVED ON A CASE-BY CASE BASIS.2. PIPING AND CONDUITS OF ALL TYPES MUST BE CONCEALED WITHIN WALLS, FLOORS AND CEILINGSHEIGHT OF 48" ABOVE THE FLOOR OVER MOISTURE RESISTANT UNDERLAYMENT. CBC 807.1.2. RESTROOM "WET WALLS" ARE TO BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT MATERIAL TO A MIN.5" UP SURROUNDING WALLS TO PROVIDE A CONTINUOUS, INTERGRAL BASE. CBC 807.1.1. FLOOR AT RESTROOM SHALL BE FINISHED WITH SMOOTH, HARD, NON-ABSORBENT MATERIALS WHICH EXTEND12.13.THE FRONT AND BACK COUNTERS MUS BE PLASTIC LAMINATED INSIDE AND OUT AND WILL HAVE14.INTEGRALLY COVED BASES.15.INSTALL FULL HEIGHT FRP ON THE WALLS ADJACENT TO ALL SINKS.16.NEW MOP SINK TO BE FLOOR MOUNTED AND MUST BE PROVIDED WITH HOT AND COLD RUNNING WATER THROUGH A MIXING FAUCET EQUIPED WITH AN INTEGRAL VACUUM BREAKER. CONTRACTOR TO PROVIDE A MOP HANGER POSITIONED SO THAT MOPS DRIP INTO THE JANITORIAL SINK.17.CONTRACTOR TO INSTALL STAINLESS COVERING, OR SIMILAR DURABLE MATERIAL, BEHIND ALL COOKING EQUIP.18.SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING WILL BE PROVIDED (MINIMUM 20 FOOT-CANDLES MEASURED 30" ABOVE THE FLOOR WILL BE PROVIDED FOR GENERAL CLEAN-UP PURPOSES AND 50 FOOT-CANDLES AT SURFACES WHERE FOOD EMPLOYEES WILL WORK WILL FOOD OR WITH UTENSILS OR EQUIPMENT USED FORCUTTING OR GRINDING.)19.THE STORAGE AREAS FOR THE NON-FOOD ITEMS SUCH AS: CLEANERS, TOWELS, APRONS, EMPLOYEELOCKERS SOILED LINEN, MOP, BROOM, AND MOP BUCKETS, PROVIDED BY CABINETS ABOVE MOP SINK.HEALTH REQUIREMENT NOTES20.PROVIDE APPROVED METAL SPLASHGUARD AT ALL HAND SINKS AND DROP-IN COUNTER RINSE SINKS.21.PROVIDE QUARRY TILE FLOOR AND COVED BASE IN THE EMPLOYEE LOCKER AND WATER HEATER ROOMS22.PROVIDE INDIRECT SANITARY SEWER CONNECTION AT THE ESPRESSO MACHINE AND DIPPER WELL.23.INSTALL THE FLOOR SINKS 3/4 UNDER THE CABINETS AND THE ICE MACHINE AND FREESTANDING SINKS24.THE GREASE RETENSION DEVICE MUST BE MOUNTED IN THE FLOOR SO THAT THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.RINSERRINSER WITH SIDE SPRAYESPRESSO PARTS16 7/8"X6 3/8"X2"COUNTERTOP OVEN; NSF APPROVEDREFRIGERATOR AVANTCO SS SERIES 54"x32.25"x82.5"1-15757-5914132--23TYPE-FLOOR 286---FLOORFLOORWALLWALLWALLFLOORWALLWALL* PROVIDE ANCHORAGE FOR ALL EQUIPMENTS WEIGHING MORE THAN 200lbs./100lbs. WHICH ARE ATTACHED TO FLOOR/WALL (CEILING )1825PERMIT SET 05/06/191.AISLES SERVING AS A PORTION OF THE EXIT ACCESS IN THE MEANS OF EGRESS SYSTEM SHALL BE IN GENERAL NOTESACCORDANCE WITH CBC 1017.2. REMOVE 12" OF EXISTING CONCRETE SLAB TO INSTALL NEW PLUMBING WASTE LINE PER PLUMBINGDRAWINGS.3. ALL EQUIPMENT AND COUNTERS/CABINETS SHALL BE INSTALLED ON 6" HIGH ROUND METAL LEGS,COMMERCIAL CASTORS, OR COMPLETELY SEALED IN PLACE ON A 4" HIGH CURB OR PEDESTAL WITHINTEGRAL COVE BASE WITH 3/8" RADIUS CONTINUOUS WITH THE FLOOR.BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008W/ TOWEL AND SOAP DISPENSERw/ TOWEL&SOAP DISPENSER; SIDE SPLASH GUARDWALL SHELV. (2 TIER)INTERMETRO18" D., 2 TIERDBL. SHELF POST TYPE.28WALLFREEZER AVANTCO SS SERIES1DRY STORAGE SHELVINGMETRO 1848NS 48" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.423WALLWALL-30.5"X30"X39"FLOOR448448FLOOR35364. PROVIDE AT LEAST 5 % OF THE EMPLOYEE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1 AND CBC 11B-811. REFER TO 15/A5.15. PROVIDE ANCHORAGE FOR THE STORAGE SHELVES PER MANUFACTURER'S RECOMMENDED FOOT PLATES WITH 3 @ 1/2" ANCHOR BOLT.6. ALL FINISHES SHALL COMPLY WITH CHAPTER 8, AND CFC CHAPTER 8. 7. THE MOVABLE COOKING EQUIPMENT SHALL BE PROVIDED WITH A MEANS TO ENSURE THAT IT IS CORRECTLY POSITIONED IN RELATION TO THEAPPLIANCE DISCHARGE NOZZLE DURING COOKING OPERATIONS, I ACCORDANCE WITH NFPA 17A, SECTION 5.6.4.DISPLAY CASE 1FLOOR13.25"X15"X17"TOASTERAT EXPRESSAPW WYOTT135FLOOROSCARTEKITALIA 1 DP150035259.5"X31"X45.25"STEAMER MODBAR 16"X14"X8.6" NSF APPROVED2STEAM SYSTEM40-ESPRESSO MODBAR 16"X15"X8.6" NSF APPROVED2ESPRESSO SYSTEM 40-NSF APPROVEDGRINDER MAHLKONIG PEAK114.5"X22"X11.8"57-COFFEE HAND DRIP MODBAR 16"X14"X5.5" NSF APPROVED3POUR-OVER SYSTEM40-WATER BOILERWITH ECOSMART UC45MARCO119.4"X16.5"X26.2"24-UBER FONT 2COFFEE BREWER FETCO137"X27"X22"96-CBS-2150-2GXTSUNDERCOUNTER REF.AVANTCO SSUC 74.25"X32.25"X38.5"1FLOOR298118"X8.5"X10.7"20FLOORMIXER THE QUIET ONEVITAMIX1FLOOR-17"X9"X19.5"13.2FLOORJUICER 932/96700HAMILTON BEACH1FLOOR-119.7"X24.4"X39"104.7FLOORJUICER JE-ES-0045OMCAN1FLOORPANINI GRILLSWARINGWFG250 641 FLOOR9.5"X16"X17.5"WAFFLE MAKERSEAGLET3048SB-1FLOOR30"X48"WORK TABLECARNIVAL KINGBELGIAN WAFFLE1FLOOR19.75"X17.25"X11.75"SANDWICH PREP.AVANTCO SSPT 46.75"X35"X45 7/8"1FLOOR37454"x32.25"x82.5"EAGLET3060SB FLOOR30"X60"WORK TABLE1EAGLET3060SB FLOOR30"X60"WORK TABLE1AUTO-CHLORU34 SPACESAVER FLOOR29"X28.25"X34"U/C DISHWASHER13738394010/25/2019
3'x8' Coffee Tasting Table3'x8' Coffee Tasting Table
H/WAAAACCBEXISTING OPEN CEILINGAPP' DARK GRAY PAINT FIN.(BENJAMIN MOOR: 2134-30 IRON MOUNTAIN)GYP. BOARD/ APP' WHITE PAINT FIN.(BENJAMIN MOOR: OC-118 SNOWFALL WHITE) C.H: 12'-0"C.H: 9'-0"C.H: 9'-0"C.H: 12'-0"APP' ACOUSTICAL CEILING TILE FIN.(USG: SHEETROCK LAY-IN CEILING PANEL CLIMA PLUS, VINYL-3270)C.H:10'-0"DateSheet TitleCheckedJob NoScaleDrawnJCJC12345REFLECTED CEILING PLANREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1825Sheet NoA2.3SCALE : 1/4" = 1'-0"REFLECTED CEILING PLAN1JOB SITE AT END OF JOB.- TRACK SPECIFICATIONS AS FOLLOWS U.N.O : LIGHTOLIER RADIUS TRACK 9100 BK SERIES WITH 9148- ALL FIXTURES TO BE CENTERED IN 2x2 or 2x4 CEILING TILE (U.N.O)- ALL FIXTURES TO BE PROVIDED BY RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR.- G.C. TO VERIFY LEAD TIME ON THE ACOUSTICAL CEILING TILES & CEILING GRID.- ALL LIGHT FIXTURES LABELED WITH UL. TO BE WIRED TO NIGHT LIGHT CIRCUIT. SEE ELEC. DWG's.- ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT ATLENGTH OF TRACK AS INDICATED BY (X') ON PLAN.STARTER AND 9149 JOINERONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK GENERAL NOTES7. ALL SURFACES IN KITCHEN, SERVICE, AT BEVERAGE COUNTER AND RESTROOMS SHALL MEET 70 %6. COUNTER / TABLE TOPS : ALL PRODUCT TO BE SLAB W/ SURFACE ROUND EDGE DETAIL2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK.1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, SERVICE, PREP. (STAINLESS) ALL WALL, FLOOR & CEILING TILE USED. LIGHT REFLECTIVE VALE (LRV) OR GREATER. SEE SPEC. ABOVE & SHEETS A6 FOR USE. AND CONSISTANT / SMALL PARTICULATE AND POLISHED FINISH.5. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF4. FLOOR TILE TO BE OBTAINED THROUGH OWNER'S CONTACT.FINISH NOTESTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comF1FINISH KEY NOTEST3ASHEN GRAY, #0T03, DALTILEQUARRY TILE (SMOOTH FINISH)SIZE : 6" x 6"CT1REFER TO INTERIOR PACKAGETILEACT1USG AURATONE TOUCHSTONE 2'x2' - SQ. EDGE,#5893, USG-DONN DX SYSTEM COLOR:WHITECEILING TILEFRP1KEMLITE : GLASBORD-P CLASS CFIRE RATED .09", #85 WHITEFIBERGLASS REINFORCED PANELSSS1STAINLESS STEEL W/ SATIN FINISH, 24 GA. MIN.MEN'S BATHROOMROOM FINISH SCHEDULE4QUARRY TILEFLOORGALV. METALNAME3526SERVICE AREA1X6 WOODWALLSFRP PANELSBASEGALV. METALQUARRY COVE TILEa THE WALK-IN COOLER AND FREEZER'S METAL FLOORS ARE SMOOTH. DIAMOND PLATE FLOOR IS NOT APPROVEDb PAINT TYPE WILL BE SEMIGLOSSc WASHABLE, SMOOTH FINISH, WHITE COLOR AND SEMIGLOSS PAINTIN THE COOLER AND FREEZER.d INTEGRAL COVE BASE: 6" Ht., 3/8" RADIUSPAINTED GYP. BD.T-BAR CEILINGSTAINLESS STEEL BASEGALV. METALe SMOOTH FINISH & COVERED W/ EPOXY PAINT.1SEATING AREASTORAGEdddccF1T3T3SS1FRP114'-0" +/-PAINTED GYP. BD.CERAMIC TILECT110'-0"MARKCEILINGCEILINGHEIGHTdccccSEALED CONCRETEPORCELANE TILET2EXISTING TO REMAINEXISTING TO REMAINEXISTING CEILING/PAINT FIN.cACT1SUSPENDED GYP. BD12'-0" +/-10'-0"9'-0"9'-0"PORCELANE TILETILEKEY NOTESA(N) GYP. BD. CEILINGBEXPOSED CEILINGCW/ DARK GREY COLOR PAINT(N) T-BAR CEILINGKITCHENWOMEN'S BATHROOMbdREFER TO INTERIOR PACKAGEccWOOD PANELPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
DateSheet TitleCheckedJob NoScaleDrawnJCJC12345PHOTOSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONSheet NoTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.com1825PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
WHITE WITH GREY GRAPHIC BACK PAINTEDGLASS PANEL REFER OVER 3/4" PLYWOOD2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIRED1/2" CHANEL PAINT TO MATCH W/ADJ. MATERIAL COLOR5/8" RADIUS COVE BASEPER SCHEDULEMARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"1x BLOCKING@ 24" O.C.1X FRAMING3 5/8" MTL. STD. @ 16" O.C. MIN.COVE BASE PER SCHEDULE2'-10"3'-0"1"112"P.O.S. STATION VERIFY SIZE & LOCATIONSPROVIDE HOLES IN GRANITE FORWHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIREDCOVE BASE PER SCHEDULE1/2" CHANEL PAINT TO MATCH W/WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"ADJ. MATERIAL COLORGLASS PANEL OVER 3/4" PLYWOOD1/2" TEMP. GLAZING SNEEZE GUARD60"± AFF9"2'-10"3/4" PLYWOODFLOOR SINK5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS5/8" TH. DOORW/ 3 HINGES PER DOORCOUNTER TOPMATCH W/ FRONT COUNTER1"1'-0"2 1/2" MIN.3/4" PLYWOOD5/8" PLYWOODTHIS CABINETNO BOTTOM IN 3/4" PLYWOOD5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS5/8" TH. DOORW/ 3 HINGES PER DOORCOUNTER TOPMATCH W/ FRONT COUNTER3'-0"3'-0"4"6"2 1/2" MIN.BACKFLASHWALL3/4" PLYWOOD5/8" PLYWOODWALLCOVED BASE-6" MIN.3/4 UNDER THE CABINETSFLOOR SINK W/ HALF GRATEAIR GAP BETWEEN CONDENSATE LINE AND FLOOR SINKALL ELECTRICAL, WATER, CONDENSATE LINESAND OTHER CONDUITS SHALL BE CONCEALEDWITHIN CHASE2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIREDCOVE BASE PER SCHEDULE1/2" CHANEL PAINT TO MATCH W/5/8" RADIUS COVE BASEPER SCHEDULEMARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"3 5/8" MTL. STD.@ 16"O/C MIN.WHITE WITH GREY GRAPHIC BACK PAINTED1'-5"WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVESADJ. MATERIAL COLORGLASS PANEL OVER 3/4" PLYWOOD1/2" TEMP. GLAZING SNEEZE GUARD60"± AFF1X BLOCKING@24" O/C9"2'-10"DateSheet TitleCheckedJob NoScaleDrawnJCJC12345CABINET SECTIONSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806Sheet NoA5.0SCALE : 1" = 1'-0"COUNTER SECTION @ CASH RESISTER17SCALE : 1" = 1'-0"ESPRESSO MACHINE7SCALE : 1" = 1'-0"COUNTER SECTION @ FLOOR SINK1SCALE : 1" = 1'-0"COUNTER SECTION @ GLASS WALL19SCALE : 1" = 1'-0"SANDWICH PREP. 3TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comSCALE : N.T.SREACH RANGE @ EMPLOYEE LOCKER5PERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
9'-0"8'-0"2'-0"18'-0" MIN.3'-0"O.C.ACCESSIBLE SIGN6"Hx3'-0"LWHEEL STOP,TYP.4"W. BLUE PAINTED STRIPING12" HIGH MINIMUM LETTERS"NO PARKING" SEE ACCESSIBILITY LOGO, TYP.27"42"34"34"48" MIN. CLEAR27"48" MIN. CLR.36" MIN. CLR.36" MIN. CLR.NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURBREQUIREMENTS.VARIES (30' MAX.)VARIES (30' MAX.)WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTHAS REQ'D30" MAX. RISE (TYP.)72" MIN.60" MIN.60" MIN.60" MIN.STRAIGHT RAMP RUNRAMP SECTIONRAMP W/ INTERMEDIATE SWITCH-BACK PLATFORMRAMP W/ TURNING PLATFORMDETAILSIDEWALKSIDEWALK30" MAX. RISE (TYP.)AS REQ'D72" MIN.VARIES (30" MAX.)60" MIN.60" MIN.WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH72" MIN.60" MIN.WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH60" MIN.60"MIN.72" MIN.72" MIN.60" MIN.LANDINGINTERMEDIATETURNING POSITIONINTERMEDIATELANDING30" MAX. RISE (TYP.)AS REQ'DVARIES (30' MAX.)30" MIN.GUARD RAIL & CURBADJACENT HAZARDHANDRAIL AT RAMPSHOR. RAILING REQ'D. WHERE INTERMEDIATE RAILS W/ A MAX. OF 4" CLR. SPACEBETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYP.2" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURSPOLECURB, TYP.STREET, TYP.AT 1:2 SLOPE1/2" MAX.OUTSIDE FINISHFINISH FLOOR10" BOTTOM RAIL1/4" MAX.30" (N.T.S.)80" (N.T.S.)1'-111732"17" MIN.38"2732"14 1/2"1"1"CAP END OF POST WATER TIGHT16 GA. GALV. STEEL SIGN PER CCRTITLE 24 SECTION 7102 (F) ATTACH TOPOST W/ (3) #14 ROUND HEADSTAINLESS STEEL SELF TAPPINGSCREWSTS 1-1/2"x1-1/2"x1/4" GALV. STEELSET IN 9" O x2'-6" DEEP 3,000 P.S.I.CONCRETE FOOTING1/2" R7/8" R212"314"40" MAX. TOREFLECTIVE SURF.34" MAX.29" MIN.27" MIN.9" MIN.6" MAX.8" MIN.17" MIN.40" MAX.40" MAX.33"-36"42" MIN.12" MAX.17"-19"MAX.24" MIN.7"-9"19" MIN.15"15"17"24" MIN.12" MIN.17"-18"6"27"33"48"TOP OF WAINSCOT, U.O.N.SURFACE MOUNTED MIRRORNOTE:PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICALACCESSIBILITY NOTES SHEET.WHEELCHAIR REACH ELEVATIONPAPER TOWEL DISPENSER &RECEPTACLE1-1/2" O GRAB BARS, 250#CAPACITY, 1 1/2" GAP BETWEENWATER CLOSETFEMININE NAPKIN DISPOSALSEAT COVER DISPENSERTOILET PAPER DISPENSER W/OSTOPSFIXTURES & ACCESSORIESURINAL WCFLUSH LEVER ON OPPOSITE SIDE OFHANDRAILAREAS TO BE KEPT CLEAR OFPLUMBING LINE6" COVE BASE (U.O.N.)SEE PLAN12"24" MIN.54" MIN.17"-18"60" MIN.SEE PLAN18"17" MIN.18"32" MIN. CLR.19" MAX.48" MIN. FOR FRONT ENTRY DOORDOOR MOUNTED SIGN1/2" MAX. THRESHOLD18" CLR., 24" PREFERREDWALL MOUNTED ACCESSIBLE SIGN,SIGN SHALL BE MOUNTED SUCHTHAT BRAILLE CHARACTERS ARELOCATED 48" MIN. A.F.F. RAISEDCHARACTERS SHALL BE LOCATED60" MAX A.F.F.30"x48" MIN. CLEAR AREA42" MIN. GRAB36" MIN. GRAB60" DIA.BARBAR6" RADIUSBLUE BACKGROUNDEQ. TO COLOR #15090 IN FED.STD.595B.2"W WHITE PAINTED STRIPINGTYPICAL+/-6'-8" ABOVE GRADECENTER LINE PARKING STALLR10"AS REQUIRED+/-9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)WHITE SYMBOL (REFLECTIVE)BLUE BACKGROUNDWHITE LETTERSMIN. WALL OR POLE-MOUNTEDSEE SITE ACCESS SIGNFOR POST MTD. INFO.NOTE:GRADE ONLY IF SIGN OBSTRUCTSPEDESTRIAN LINE OF TRAVEL9"9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)WHITE SYMBOL (REFLECTIVE)BLUE BACKGROUNDEQ. TO COLOR #15090 IN FEDERALSTANDARD 595B80" MIN. IF ADJACENT TO SEE SITE ACCESS SIGN DETAIL FORPOST MTD. INFO..PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTINGLOCATE ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDINGOBJECTS OR STANDING WITHIN THE SWING OF A DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALLSPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THERIGHT).(2013 CBC SECT. 1011.3) TACTILE EXIT SIGNAGEEACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORD, "EXIT"1.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIROR RAMP, OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS, "EXIT ROUTE"EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT ISREQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BYA TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS ANDARE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AMINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. LETTERS ON SIGNS HAVE AWIDTH TO HEIGHT RATIO BETWEEN 3:5 (60 %) AND 1:1 (100 %) AND A STROKE WIDTHTO HEIGHT RATIO BETWEN 1:5 (20 %) AND 1:10 (10 %)CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS CONTRAST WITH THEIR BACKGROUNDS (LIGHT CHARACTERS ON A DARK BACKGROUND, ORDARK CHARACTERS ON A LIGHT BACKGROUND).3.4.5.DOOR TYPE:MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHERATTACHED PANEL OR BOTTOM RAIL.HARDWARE:OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRINGGRASPING).MOUNTED 34" TO 44" ABOVE THE FINISHED FLOORMAXIMUM 5LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5LBS. FORINTERIOR.34" TO 44"LEVER OR USHAPEDHANDLE10" MIN.BOTTOM RAILOR PROVIDEKICK PLATERUBBERBUMPER ONWHEELCHAIR1.2.3.4.5.9"8"EACH PARKING SPACE RESERVED FOR THE HANDICAPPED SHALL BE IDENTIFIED BY A PERMANENTLYAFFIXED REFLECTORIZED SIGN OF PORCELAIN ON STEEL, BEADED TEXTURE OR EQUAL1.SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (A WHITE FIGURE ON A BLUEBACKGROUND)2.THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN THE FEDERAL STANDARD 595B3.THE SIGN SHALL BE CENTERED AT THE INTERIOR END OF EACH PARKING SPACE AT A MIN. HEIGHT OF 'X'ABOVE FINISH GRADE OF THE PARKING SPACE4.EACH SPACE SHALL HAVE, IN ADDITION, A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY IN BLUE PAINT AT LEAST 3'-0" SQUARE1.A SIGN (NOT LESS THAN 17"X22" IN SIZE, WITH LETTERS NOT LESS THAN 1" IN HEIGHT, WITH A WIDTH TOHEIGHT RATION BETWEEN 3:5 AND 1:1) SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE AT EACH2.ENTRANCE TO THE OFF STREET PARKING FACILITY WHICH STATES THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT OR BY TELEPHONING ."CENTERLINE OF SIGN'X'X = 80" POST MOUNTEDX = 36" WALL MOUNTED60" MAX. TO THE BASELINE OF THE HIGHEST LINE OF RAISED LETTERS 48" MIN. TO THE BASELINE OF THE BRAILLE CELLS9"48" MIN.48" MIN.48"3/4"1/4"1/4"48"LESS THAN60"48"RETAINING CURB IF NECESSARYAT BACK OF SIDEWALKSEE GROOVING2 %MAX.10 %MAX.8.33 %MAX.FRONT EDGE OFSIDEWALKPLANTHESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.A OR BA OR BGROOVED WARNING BORDER+/-3/4" ON FLAT AREAS, 1-1/2" ONSLOPING AREASNOTE:TOP OF RAMP8.33 %MAX.2 %MAX.TOP OF RAMP2 %MAX.8.33 %MAX.RETAINING CURB IFNECESSARYSECTION A-ASECTION B-BSECTION C-C2 %MAX.RETAINING CURB IFNECESSARYRETAINING CURB IF NECESSARYAT BACK OF SIDEWALK8.33 %MAX.2 %MAX.CCSEE GROOVING54" MIN.ADJACENT WALL*WHERE THERE IS NO WALL SPACE TOTHE LATCH SIDE OF THE DOOR, PLACESIGN ON NEAREST ADJACENT WALL(NOT TO SCALE)MOUNT WALL SIGN ONWALL ADJACENT TOLATCH SIDE OF DOOR*1/2" R. (TYP.)ALL GENDER SYMBOLMENS' SYMBOLDOORTYP. ALL SIDESWOMENS' SYMBOL1/4" THK. TRIANGLESUPERIMPOSED ONTOCIRCLE, BLUE #1509058" MIN. TO 60" MAX.CLCLEQEQDOOR SIGN:: SIZE: 12" EQUALATERAL TRIANGLE PLASTIC LAMINATE FINISH: NON-GLARE COLOR FORMAT: WHITE FIGURE ON BLUE FEDERAL STANDARD 599b. MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPETHICKNESS: 1/4" MATERIAL: MELAMINE MATERIAL: MELAMINE BACKGROUND: THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 INWALL SIGNSHAPE: SQUARE MATERIAL: COLORED ACRYLIC PLASTIC COLOR FORMAT: WHITE FIGURE ON BLUE SHALL BE EQUAL TOMOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPEFINISH: NON-GLARE BACKGROUND: THE BLUE COLOR NO. 15090 IN FEDERAL STANDARD 599b. 12"1/2" R. (TYP.)12" DIA. X 1/4" THK. CIRCLE, BLUE #150901/2" R. (TYP.)SEATS SHALL BE OF THE OPEN FRONT TYPEPARKING SIGNAGE HT. SHALL BE60" ABOVE THE GROUND. WITHINTHE ACCESSIBLE ROUTE, THEMIN. 80" STANDARD FOR POSTMOUNTED SIGNAGEACCESSIBLE ROUTE,OTHERWISE 60"4" BLUE OR WHITE HATCHED/DIAGONALLINES @ 3'-0" MAX.1/32" RAISED COPYMENRAISED IMAGE/ BRAILLE PANEL1/32" RAISED GRAPHICSWOMEN'S SIGN SIM. ("WOMEN")RAISED GRADE 2 BRAILLE1/2" R., TYP.FOAM TAPE1/4" ACRYLIC BACKPLATEMIN6"MIN5/8"5'-0" MIN. AT TYPICAL ACCESSIBLEPARKING & 8'-0" MIN. AT VANACCESSIBLE PARKINGON BUILDING WALL9'-0"* SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2 %SLOPE IN ANY DIRECTIONDateSheet TitleCheckedJob NoScaleDrawnJCJC12345ACCESSIBILITY DETAILSREVISIONS1825Sheet NoA5.1N.T.S.VAN ACCESSIBLE PARKING SIGN3N.T.S.ACCESSIBLE SIGN6N.T.S.ACCESSIBLE PARKING STALL7N.T.S.ACCESSIBLE PARKING SIGN8N.T.S.SIGNAGE & PICTOGRAMS12N.T.S.ACCESSIBILITY LOGO13N.T.S.ACCESSIBLE SIGNAGE11N.T.SCURB DETAIL2N.T.S.TYP. BATHROOM ELEVATIONS4N.T.S.DOOR THRESHOLD5N.T.S.TYP. ACCESSIBLE RAMP20N.T.S.ACCESSIBLE PARKING SIGN18N.T.S.TACTILE EXIT SIGN16N.T.S.DOOR KICK PLATE14OR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFRADD AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATIONTEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comN.T.S.ACCESSIBLE BATHROOM, TYP.10N.T.S.EMPLOYEE LOCKERS15ACCESSIBLE BATHROOM SIGNAGE:* PROVIDE ISA SIGN AT ACCESSIBLE LOCKERPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008
WITH FLAT WASHER1/3 Ht.WATER HEATER Ht.1/3 Ht.1/3 Ht.ELEVATIONSHEET METAL DRAIN PAN2" DEEP GALVANIZED WITH 1" DRAIN LINETO MOP BASIN BELOW#12 TEX SCREWMTL. STUDDRY WALL6" Ht. COVED CURB6"AS REQUIRED BY UPC CHAPTER 5SHALL BE MAINTAINED ABOVE THECONTROLS WITH THE STRAPPING.DIMENSIONS. AT THE LOWER POINTA MIN. DISTANCE OF FOUR INCHESWATER HEATER STRAPPING SHALLBE AT POINTS WITHIN THE UPPERONE-THIRD (1/3) AND LOWER ONE-PER UPC SEC. 510.5.THIRD (1/3) OF ITS VERTICALSECTION 304.4.AND MECHANICAL CODEPLAN VIEW3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW4" MIN.- 6" MAX.3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW#12 TEX SCREWW/ FLAT WASHEREXTEND DRYWALL FULL HEIGHTONE SIDE ONLY WHERE DRAFT STOPOCCURS.SUSP. ACOUST. CLG. SYSTEM "DONN" DXOR EQ. (LA.R.R. # 22179) TYP. U.N.O.METAL STUD W/ 5/8" DRYWALL@ BOTH SIDES (TAPED & SAND W/ SMOOTHFIN. U.N.O.) TYP.PROVIDE ADDITIONAL FLANGE BRACING@ SPACING INDICATED IN SPAN TABLEWHERE DRYWALL IS NOT APPLIED.CONT. TRACK (SAME GAUGE AS STUD) W/"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINSAT 2'-8" O.C. W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.SUSP. CLG. AT PARTITION (OPTION)BASE TRACK AT SLABTOP TRACK MET. STUD BRACING@ 48" O.C. ALTERNATE DIRECT.MET STUD @ 16" O.C.W/ 5/8" DRYWALL BOTH SIDES (TAPED& SAND W/ SMOOTH FIN. U.N.O.) TYP.3-# 10 SCREWS ATEA. CONNECT.45°CONT. TRACK CHANNELW/ (2) NO. 10 X 3/4" S.M.S.EA. STUD TYP.ROOF STRUCT."HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINS2 EA PER. BRACING W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.6" MIN.4" MAX.FULL HEIGHTJAMB STUDS.MEMBER SIZESAS REQ'D PERDESIGN.6" LONG SECTION OF STUDATTACHED TOJAMBW/ (4)#10-16 SCREWS.18ga. MIN.TRACKHEADERCONNECTION.CAP OPENING SIDE OF JAMBW/ TRACKATTACHEDW/ (1)#10-16SCREW@ 16" O.C. INEACH LEG.(2) UNPUNCHEDSTUDS.MEMBER SIZESAS REQ'D PER DESIGN.CRIPPLE STUDS(1)#10-16SCREWTYP. EACHFLANGE(2)#10-16SCREWS @ 16"O.C.CLIP ANGLESIZE AS REQ'D PER DESIGN.EQ.1/2"1"1"1/2"GYP. BD.1'-0" MAX.REFER TO STRUCT. DWG.FOR FRAMING & CONNECTIONMTL. STUDPARTITIONAS SCHEDULED5/8" GYPBD5/8"GYP BDDOOR ANDFRAMEAS SCHEDULEDSHEATHINGINNERTRACKREQUIREDTHIS STUDSHEATHINGIF INNERIS INSTALLED1 ROW#12 SMS @ 16"ocTRACK PIN, TYPTRACKOUTERSHEATHINGAT CORNERSHEATHINGTYPFASTENERSAT INTERSECTIONTYP#12 SMS @ 16"ocTYP OF 4 ROWSMETAL SHEATHINGTYPSTUDEQ.DateSheet TitleCheckedJob NoScaleDrawnJCJC12345DETAILSREVISIONSOR FIRM FOR ANY PURPOSE WITHOUTTHE WRITTEN PERMISSION OFMR ENGINEERS AND DESIGN TEAMALL IDEAS, DESIGNS AND PLANSINDICATED OR REPRESENTED BY THISDRAWINGS ARE THE PROPERTY OFMR ENGINEERS AND DESIGN TEAMAND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTIONWITH THIS SPECIFIC PROJECT.NONE OF SUCH DESIGNS AND PLANSSHALL BE USED BY OR DISCLOSURED TO ANY OTHER PERSON, CORPORATION1806Sheet NoA5.2N.T.S.WALL SECTION, TYP.1N.T.S.SUSPENDED CEILING DETAIL15N.T.S.SUSPENSION CEILING SYSTEM DIAGRAM5N.T.S.SUSPENDED CEILING DETAIL12USE BERC2 CLIP TO REDUCE CLOSURE 1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.2. HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED.THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.STRIP TO 7/8" THICKSUSPENDED CEILING NOTES3. THE WIDTH OF THE PERIMETER SUPPORTING ANGLE SHALL BE LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL SHALL HAVE A 0.75in. CLEARANCE FROM THEWALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.4. CEILING AREAS EXCEEDING 1,000 SF SHALL HAVE HORIZONTAL RESTRAINT OF THE CEILING TO STRUCTURAL SYSTEM.5. CEILING AREAS EXCEEDING 2,500 SF SHALL HAVE A SEISMIC SEPARATION OR A FULL-HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREASNOT EXCEEDING 2,500 SF UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSER ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH NOTE #3 AND HORIZONTALRESTRAINTS OR BRACING.6. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOWFOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH IN ALLHORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.7. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN CEILING ELEVATION.8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING.N.T.S.WATER HEATER STRAP DETAIL13TEL: (408) 316-6782P.O.BOX 9375SAN JOSE, CA 95157Email: laliloo76@gmail.comN.T.S.3METAL STUD CORNER CONNECTIONN.T.S.8METAL STUD DETAILN.T.S.7DOOR HEAD-INTERIORPERMIT SET 05/06/19BIG MUGTENANT IMPROVEMENTS FOR:1725 S. BASCOM AVENUE, STE. 1100CAMPBELL, CALIFORNIA 95008