HomeMy WebLinkAboutP_Conslodated_Architectural_Structural_Plans_170621_v1XXXXNORTH ARROWSECTIONENLARGED DETAILREVISIONGRIDLINE DESIGNATIONDOORSCHEDULE NOTE LABEL-----INTERIOR ELEVATIONXWINDOWCENTERLINELevelSSMOKE DETECTORLEVEL MARKERXXROOM NUMBER__ _ _Sim.__ _ _G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 3/16" = 1'-0"A0.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLTITLE SHEET & PROJECT INDEXRenton Sunset Shell Convenience Store2800 - NE Sunset Blvd - Renton WA 98056ABBREVIATIONS FIRE DEPT. NOTES PROJECT DIRECTORY PROJECT DATA SHEET INDEX / EGRESS@A.B.A.D.ADDN'LADJA.F.F.ALUM.APPROX.ARCH.A.C.ASSYA.B.B.O.BD.BIT.BLDG.BLKG.BM.CAB.C.B.IBCIRCIMCUPCWSECIFCIMCC.T.CEM.CL.CLG.CLR.COL.COMP.CONC.CONSTR.CONT.CONTR.CPT.CTR.DBL.D.F.DIA.DIM.DN.DR.D.S.DTL.DWG.EA.ELEC.EL.ENCL.EQ.EXIST.EXP.EXT.F.D.FDN.FIN.FF.FL.FLSHG.F.O.C.F.O.M.F.O.S.FRMG.FT.GA.GYP.H.B.H.C.HCH.M.HDR.HORIZ.HT.I.D.INFO.ABBREVIATIONSATANCHOR BOLTAREA DRAINADDITIONALADJACENTABOVE FINISHED FLOORALUMINUMAPPROXIMATELYARCHITECTASPHALTIC CONCRETEASSEMBLYANCHOR BOLTBOTTOM OFBOARDBITUMEN(OUS)BUILDINGBLOCKINGBEAMCABINETCATCH BASININTERNATIONAL BUILDING CODEINTERNATIONAL RESIDENTIAL CODEINTERNATIONAL MECHANICAL CODEUNIFORM PLUMBING CODEWASHINGTON STATE ENERGY CODEINTERNATIONAL FIRE CODEINTERNATIONAL MECHANICAL CODECERAMIC TILECEMENTCENTERLINECEILINGCLEARCOLUMNCOMPOSITIONCONCRETECONSTRUCTIONCONTINUOUSCONTRACTORCARPETCENTERDOUBLEDOUGLAS FIRDIAMETERDIMENSIONDOWNDOORDOWNSPOUTDETAILDRAWINGEACHELECTRICALELEVATIONENCLOSUREEQUALEXISTINGEXPANSIONEXTERIORFLOOR DRAINFOUNDATIONFINISHFINISHED FLOORFLOORFINISHFLASHINGFACE OF CONCRETEFACE OF MASONRYFACE OF STUDFRAMINGFOOT/FEETGAUGEGYPSUMHOSE BIBHOLLOW COREHOLLOW METALHEADERHORIZONTALHEIGHTINSIDE DIAMETERINFORMATIONINSUL.INT.JT.M.O.MAX.MBR.MECH.MFR.MIN.MISC.MTL.N.I.C.N.P.O.P.N.T.S.NAT.NOM.O/O.C.O.D.O.H.OPEN'GOPP.P.LAM.P.T.PAR.PART'NPL.PLY.PR.PRPT.R.O.R.R.C.P.R.D.REF.REINF.REQ'DRF'GRM.S.B.S.D.S.C.S.S.SCH.SHT.SIM.SPEC.SPEC'DSQ.STD.STRUCT.SUSP.TEMP.T.O.THK.TYP.U.N.O.VERT.V.G.D.F.V.T.O.W.C.W/OW/W/IWP.WR.WD.INSULATIONINTERIORJOINTMASONRY OPENINGMAXIMUMMEMBERMECHANICALMANUFACTURERMINIMUMMISCELLANEOUSMETALNOT IN CONTRACTNOT PART OF PERMITNOT TO SCALENATURALNOMINALOVERON CENTEROUTSIDE DIAMETEROVERHEADOPENINGOPPOSITEPLASTIC LAMINATEPRESSURE TREATEDPARAPETPARTITIONPLATEPLYWOODPAIRPARAPETROUGH OPENINGRADIUSREFLECTED CEILING PLANROOF DRAINREFERENCEREINFORCEMENTREQUIREDROOFINGROOMSANDBLASTEDSTORM DRAINSOLID CORESTAINLESS STEELSCHEDULESHEETSIMILARSPECIFICATIONSPECIFIEDSQUARESTANDARDSTRUCTURALSUSPENDEDTEMPEREDTOP OFTHICKNESSTYPICALUNLESS NOTED OTHERWISEVERTICALVERTICAL GRAIN DOUGLAS FIRVENT TO OUTSIDEWATER CLOSETWITHOUTWITHWITHINWATERPROOFWATER RESISTANTWOOD1.ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH 2015EDITION:-PART 1 WASHINGTON ADMINISTRATIVE CODE (WAC)-PART 2 INTERNATIONAL BUILDING CODE (IBC)-PART 3 WASHINGTON STATE ENERGY CODE (WSEC)-PART 4 INTERNATIONAL MECHANICAL CODE (IMC)-PART 5 UNIFORM PLUMBING CODE (UPC)-PART 9 INTERNATIONAL FIRE CODE (IFC)2.FIRE DEPARTMENT INSPECTIONS AREA REQUIRED,SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE WITHTHE CITY OF RENTON FIRE DEPARTMENT.3.THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE TENANTIMPROVEMENT PLANS ONLY. (IF REQUIRED) FIRE SPRINKLERSYSTEM(S), ALARM SYSTEM(S), HOOD SYSTEM(S),UNDERGROUND FIRE LINES AND/OR ANY OTHER FIREPROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENTPERMIT(S), REQUIRES A SEPARATE PLAN SUBMITTAL AND ARENOT ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL. ASEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TOCOMMENCEMENT OF ANY WORK, IFC, CHAPTER 9, SECTION901.24.EVERY ROOM SPACE THAT IS IN AN ASSEMBLY OCCUPANCYSHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACEPOSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ORACCESS DOORWAY FROM THE ROOM OR SPACE. POSTEDSIGNS SHALL BE SUBMITTED TO THE CITY OF BELLEVUE FIREDEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION ORALTERATION(S). IFC, CHAPTER 9, SECTION 901.25.EVERY ROOM SPACE THAT IS IN AN ASSEMBLY OCCUPANCYSHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACEPOSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ORACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNSSHALL BE SUBMITTED TO THE CITY OF RENTON FIREDEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION ORALTERATION(S). IFC, CHAPTER 9, SECTION 901.26.SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE-INCH LETTERSIS TO READ, "THIS DOOR TO REMAIN UNLOCKED DURINGBUSINESS HOURS". IFC CHAPTER 10.7.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER IFCCHAPTER 9, SECTION 906.8.THE PROPOSED BUILDING SHALL BE EQUIPPED WITH A FIREALARM SYSTEM OF SPRINKLER MONITORING SYSTEM (IFREQUIRED.9.BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED.PROVIDE AN APPROVED KNOX BOX AT THE MAIN BUILDINGENTRANCE.OWNER:YADAV & GILL LLC2800 NE SUNSET BLVDRENTON, WA 98056CONTACT: MOHINDER GILL253-335-5690CODE INFORMATIONTHE CONTRACTOR SHALL CONFORM TO ALL CODE ORDINANCES ETC.WHICH HAVE JURISDICTION OVER THIS WORK. BELOW IS A LIST OFMAJOR STANDARDS LISTED FOR CONVENIENCE ONLY. REFERENCE TOA STANDARD MEANS, THE LATEST EDITION OF SUCH STANDARD ATDATE OF BUILDING PERMIT. THE CONTRACTOR SHALL RETAINRESPONSIBILITY FOR COMPLIANCE WITH LATEST REVISIONS OF ALLOTHER APPLICABLE CODES AND ORDINANCES NOT LISTED HEREIN.2015WASHINGTON ADMINISTRATIVE CODE (WAC)2015INTERNATIONAL BUILDING CODE (IBC)2015WASHINGTON STATE ENERGY CODE (WSEC)2015INTERNATIONAL MECHANICAL CODE (IMC)2015UNIFORM PLUMBING CODE (UPC)2015INTERNATIONAL FIRE CODE (IFC)ENGINEER/ARCHITECT:AVALON PROJECT1603 116TH AVE NE, STE 115BELLEVUE, WA 98004CONTACT: GLEN MERKELTEL. NO. 425-454-2331EMAIL. GLEN@AVALONPROJECT.USMECH./PLUMBING:AVALON PROJECT1603 116TH AVE NE, STE 115BELLEVUE, WA 98004CONTACT: KEN KHORAMITEL. NO. 206-310-5127EMAIL. KEN@AVALONPROJECT.USELECTRICAL:AVALON PROJECT1603 116TH AVE NE, STE 115BELLEVUE, WA 98004CONTACT: KEN KHORAMITEL. NO. 206-310-5127EMAIL. KEN@AVALONPROJECT.USOCCUPANT LOAD CALC.FIRST FLOOR (BUSINESS AREAS)FLOOR AREA: 2000/100 (20 max.)DEFERRED SUBMITTAL(S) SCOPE OF WORKThe project will require demolition of the existing 1304 sf. convenience storestructure. The new development will then involve construction of a new singlestory (2000 sf.) wood frame/stucco/Hardie Siding finish. The (new) structurefinished floor and surrounding elevation will equal the existing structurefinished elevation, thus minimizing site grading and any adverse environmentimpact. All development intention will adhere to Renton CommercialDevelopment Codes and Standards including Urban Design Regulations, andLandscaping Regulations.The gas canopy structure including equipment (i.e. gas dispensers,underground gas storage tanks, and all other pertinent gas servicingequipment etc.) shall be remain unimproved/unaltered also in service before,during, and after the construction.The gas canopy will comply with any modification as a result from City ofRenton ROW dedication requests.VICINITY MAPPROJECT SCOPE:DEMO EXISTING STORE AND CONSTRUCT NEW2000 SF CONVENIENCE (NO CHANGE IN USE)ADDRESS:2800 NE SUNSET BLVDRENTON, WA 98056LEGALDESCRIPTION:RENTON HIGHLANDS #2 CORRECTPLAT SWLY 125 FT OF SELY 90 FT.ASSESSOR PARCEL:722780-1201GENERAL PLANDESIGNATION:ZONING:ZONING DESIGNATION:CVEXISTING USE:MERCANTILEDESCRIPTION OF USE:MERCANTILEOCCUPANCY GROUP:M (SECTION 309)TYPE OF CONSTRUCTION:V-BSPRINKLERS:NOSTORIES:1SQUARE FOOTAGE TOTALS:SITE AREA:11,250 SFPROPOSED BUILDING AREA:2,000 SFBUILDING LOT COVERAGE = 2000/1125 = 0.18 (18 PERCENT)PARKING REQUIRED: CITY OF RENTON REQUIREMENTSFOR RETAIL SALES USE = 2.5 SPACE(S) PER 1000 SQ. FT.:(5) MIN. PARKING STALL(S) REQUIREDARCHITECTURAL:A0.1TITLE SHEET AND PROJECT INDEXA0.2GENERAL NOTES AND SPECIFICATIONSA1.1SITE PLAN AND DETAILSA2.0FLOOR PLAN AND NOTESA3.0ROOF PLAN - NOTES - DETAILSA3.1EXTERIOR BUILDING ELEVATIONS AND NOTESA4.0INTERIOR ENLARGED BATHROOM PLANS AND NOTESA2.1FLOOR FINISH AND REFLECTED CEILING PLANSEPERATE ELECTRICAL PERMIT - LIGHTING PLANA5.0BUILDING SECTIONSA6.0TYPICAL DETAILSA6.1BUILDING COLOR MAP AND MATERIAL DETAILSSEPERATE MECHANICAL PERMITSEPERATE PLUMBING PERMITSEPERATE SIGNAGE PERMITSTAIR HANDRAIL / GUARDRAIL SYSTEMMANUFACTURER SHALL SUBMIT SPECIFICATIONSALONG WITH SUPPORTING STRUCTURALCALCULATIONS STAMPED BY A WASHINGTONSTATE REGISTERED ENGINEER TO THE ENGINEEROF RECORD AND THE CITY OF BELLEVUE FORAPPROVAL PRIOR TO FABRICATION ANDINSTALLATIONROOF TRUSS LAYOUT AND CALCULATIONSSECTION 1004 OCCUPANT LOAD IBC 2015PLUMBING FIXTURE COUNT IN ACCORDANCE WITH CHAPTER 29 TABLE2902.1 FOR MIN. REQUIREMENTSTYPICAL WALL FINISHES WILL BE PAINTED (LEVEL 4) 5/8" G.W.B ALLWALLS TYP.A4.1ACCESSIBILITY STANDARDSS1.0GENERAL STRUCTURAL NOTESS1.1FOUNDATION PLANS1.2ROOF FRAMING PLAN AND DETAILSS1.3FRAMING DETAILS 1TRASH ENCLOSURE UNDER SEPERATE PERMITRevision ScheduleRevisionNumberRevision Description RevisionDate
G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017A0.22800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLGENERAL NOTES AND SPECIFICATIONSGeneral Notes and Specifications:THESE CONDITIONS ARE BINDING ON THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR INSOFAR. THEY APPLY TO THE WORK OF EITHER,THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, APPLIANCES AND EQUIPMENTREQUIRED TO COMPLETE ALL WORK, ETC. AS SHOWN ON DRAWINGS. UNLESS OTHERWISESPECIFIED.THE BUILDING OWNER SHALL OBTAIN AND PAY ALL NECESSARY PERMITS,SPECIAL INSPECTIONS AND OTHER FEES, BOTH PERMANENT AND TEMPORARY,NECESSARY TO COMPLETE THE WORK.THE CONTRACTOR SHALL GUARANTEE AND VERIFY ALL LINES, LEVELS, DIMENSIONS ANDKNOWN CONDITIONS, AND WILL BE HELD RESPONSIBLE FOR THE CORRECTNESS OF HISWORK. ANY OMISSIONS AND/OR DISCREPANCIES IN THE DRAWINGS NOTED BY THECONTRACTOR SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO STARTINGWORK.THE CONTRACTOR SHALL GUARANTEE AND MAINTAIN ALL WORKMANSHIP, MATERIALS ANDLABOR FOR A PERIOD OF ONE YEAR OR LONGER, AS SPECIFIED IN THE DRAWINGS ANDSPECIFICATIONS, FROM DATE OF COMPLETION OF THE CONTRACT AND MAKE GOOD ANYITEM PROVING DEFECTIVE DURING THAT TERM WITHOUT AM/ COMPENSATION. THECONTRACTOR SHALL SUBMIT THE GUARANTEE IN WRITING TO THE TENANT ON BEHALF OFHIMSELF AND HIS SUBCONTRACTORS. THE CONTRACTOR'S GUARANTEE SHALL EXTEND TOMATCHTHE GUARANTEE FOR PRODUCT'S SYSTEMS AND INSTALLATIONS THAT HAVE BEENREQUIRED TO HAVE GUARANTEE LENGTHS IN EXCESS OF ONE YEAR, AS INDICATED IN THEDRAWINGS AND SPECIFICATIONS.THE GENERAL CONTRACTOR SHALL PROTECT OWNER FROM CLAIMS MADE UNDERWORKMAN'S COMPENSATION AND PUBLIC LIABILITY ACTS WHICH MAY ARISE UNDER THISCONTRACT, WHETHER BY HIMSELF, BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY ORINDIRECTLY EMPLOYED BY HIM. CERTIFICATES OF INSURANCE SHALL BE FILED WITH THEOWNER BEFORE STARTING THE JOB AND SHALL BE SUBJECT TO OWNERS APPROVAL.NO EXTRA WORK SHALL BE PAID FOR EXCEPT AS ORDER BY THE ARCHITECT OR OWNER.THE OWNER WILL NOT BE LIABLE FOR EXTRA WORK NOT ORDERED BY THEM.EACH CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS STEEL HANGERSUPPORTS, PIPE RACKS ANCHORS, ETC. AS NECESSARY TO SUPPORT ALL EQUIPMENTINSTALLED UNDER HIS CONTRACT.EACH CONDUCTOR SHALL PERFORM ALL EXCAVATION REQUIRED FOR THE INSTALLATIONOF HIS WORK. EACH CONTRACTOR SHALL DO ALL NECESSARY BACKFILLING, TAMPING,GRADING AND REPAIRING OR REPLACING OF SOD, SIDEWALKS, BLACKTOP, CONCRETEAND STREETS WHICH HE DISTURBS.SUBSTITUTION OF PRODUCTS SPECIFIED HEREIN SHALL BE PERMITTED ONLY WITHTHE ARCHITECTS APPROVAL. REQUEST FOR SUBSTITUTION BY THE CONTRACTOR SHALL BESUBMITTED TO ARCHITECT WITH THE APPROPRIATE LITERATURE, SPECIFICATIONS, ETC.ALONG WITH THE WRITTEN REASON FOR THE SUBSTITUTION REQUESTED. THE WARRANTYAND PERFORMANCE OF A SUBSTITUTED PRODUCT OR MATERIAL SHALL EQUAL OR EXCEEDTHE ORIGINALLY SPECIFIED PRODUCT. IN ADDITION, THE CONTRACTOR SHALL WARRANTTHAT SUBSTITUTED MATERIAL SHALL PERFORM AS SPECIFIED.CONTRACTORS SHALL COORDINATE ALL ASPECTS OF THE WORK WITH: ALLSUBCONTRACTORS AND SUPPLIERS ENGAGED TO PERFORM THE WORK( THE EXISTINGFACILITIES/CONDITIONS: THE OWNER AND TENANT; AND SEPARATE CONTRACTORS, IF ANY.EACH SUBCONTRACTOR SHALL VERIFY AND REVIEW PROPOSED AND/ OR EXISTINGCONDITIONS WITHIN THE EXTENT OF HIS WORK AND SHALL INFORM THE CONTRACTOR OFANY WORK THAT WILL BE REQUIRED BY OTHERS FOR THE COMPLETION OF HIS WORK.SHOP DRAWINGS WILL BE REVIEWED ONLY WHEN THREE (3) COPIES ARE SUBMITTEDBEARING CONTRACTORS APPROVED STAMP. IN ADDITION. CONTRACTOR SHALL NOTE ANDCIRCLE ON THE SHOP DRAWINGS ANY VARIATION FROM THE CONSTRUCTION DOCUMENTSCAUSED BY ANY REASON INCLUDING STANDARD SHOP PRACTICES. REVIEW OF THE SHOPDRAWINGS WILL BE GENERAL TO DETERMINE CONFORMANCE WITH THE DESIGN CONCEPTOF THE PROJECT AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FORACCURACY OF THE SHOP DRAWINGS, AS BUILT AND/OR FIELD MEASUREMENTS,QUANTITIES AND FOR PROPER FITTINGS OR CONSTRUCTION OF WORK REQUIRED BY THECONTRACT DOCUMENTS BUT NOT INDICATED ON SHOP DRAWINGS. REVIEW OF SHOPDIGGINGS SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACTREQUIREMENTS OR AS ACCEPTANCE OF RESPONSIBILITY BY THE OWNER AN/ORARCHITECT.SAMPLES SHALL BE SUBMITTED WITH FULL DOCUMENTATION IN SETS OF TWO (2). ONE (1)SET WILL BE RETURNED. PROVIDE THREE (3) OR MORE SAMPLES IN EACH SET WHEREVARIATIONS IN COLOR PATTERN OR TEXTURE ARE NOTICEABLE. SAMPLES SHOULDREPRESENT THE AVERAGE CONDITION AND THE EXTREME RANGE OF VARIATIONS. SAMPLESUBMITTALS ARE FOR THE REVIEW OF COLOR, TEXTURE, PATTERN, AND "KIND". THECONTRACTOR SHALL KEEP THE RETURNED SAMPLE AT THE PROJECT SITE FOR QUALITYCONTROL PURPOSES.CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE ONE (1) SET OF PRINTS AND PERMITTO RECORD AND INDICATE PLACEMENT OF ALL LOCATIONS OF UTILITIES, SYSTEMS, PIPES,CONDUITS, DUCT WORK, CABLING, ETC. INCLUDING CHANGES WITHIN THE CONSTRUCTIONDOCUMENTS AND ANY OTHER ITEMS WHICH MAY EFFECT FUTURE CONSTRUCTIONRENOVATIONS, OR REPAIRS. THIS INFORMATION SHALL BE SUBMITTED TO THE OWNER ANDTENANT ON A SET OF MARKED-UP SEPIA TRANSPARENCIES UPON COMPLETION OF THEPROJECT.ANY ADDITIONAL DRAWINGS REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBINGSYSTEM DESIGN OR FOR PERMIT SUBMISSION IS THE RESPONSIBILITY OF THE OWNER TOOBTAIN AND PAY FOR.THE CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK INPROGRESS UNTIL THE BUILDING IS COMPLETED.ALL PLAN DIMENSIONS ARE GIVEN FROM FINISH WALL TO FINISH WALL, OR FACE OF STUD,UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS ALWAYS SUPERSEDE MEASURED ORSCALED DIMENSIONS: NEVER SCALE DRAWINGS LARGER SCALE DRAWINGS SHALL TAKEPRECEDENCE OVER SMALLER SCALE DRAWINGS.FLOOR, WALLS, CEILINGS, PARTITIONS, BEAMS. STUDS AND ANY OTHER PARTS OF THEBUILDING OR PREMISES WHICH ARE CUT, NOTCHED, OR ALTERED IN THE INSTALLATION OFEQUIPMENT OR SYSTEMS SHALL BE REPLACED TO A SAFE STRUCTURAL CONDITION. THESEINSTALLATIONS SHALL NOT CAUSE A DECREASE IN THE STRUCTURAL PERFORMANCE OFANY PART OR ASSEMBLY TO FALL BELOW THAT WHICH SHALL BE THE MINIMUM REQUIREDBY THESE SPECIFICATIONS AND THE BUILDING CODES.ALL EQUIPMENT AND FURNITURE SUPPLIED BY THE OWNER (OR OTHERS NOT COVEREDELSEWHERE IN THESE DRAWINGS) SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTSFOR ACCESSIBILITY AND FLAME & SMOKE CLASS REQUIREMENTS.UPON COMPLETION OF PROJECT, CONTRACTOR SHALL OBTAIN A CERTIFICATE OFOCCUPANCY FROM THE GOVERNING JURISDICTION.Metal Studs and Framing:ALL DEMISING WALLS SHALL BE CONSTRUCTED OF METAL STUDS, AS NOTED ONDRAWINGS 20 GAUGE MINIMUM. SUPPLEMENTARY FRAMING, RUNNERS, FURRING,BLOCKING AND BRACING SHALL BE INSTALLED AS REQUIRED AT OPENINGS AND WHENOTHER WORK CANNOT BE ADEQUATELY SUPPORTED ON GYPSUM BOARD ALONE.ALL FULL HEIGHT PARTITIONS SHALL BE WEDGED TIGHTLY TO CEILING STRUCTUREABOVE. ALL OTHER WALLS SHALL BE CONSTRUCTED UP TO 6 INCHES ABOVE CEILINGGRID, UNLESS OTHERWISE NOTED. ANY ADDITIONAL BRACING SHALL BE PROVIDED BYTHE FRAMING CONTRACTOR.CONTRACTOR SHALL COORDINATE ALL REQUIRED BLOCKING FOR FURNITURESHELVING AND CABINETS, ETC. WITH THE APPROPRIATE VENDOR. PROVIDE TWO (2)ROWS MINIMUM 8 INCHES HIGH, 20 GAUGE METAL STRAPPING ON STUDS AT ALLCABINET WALLS AND WHERE NOTED ON PLANS.CONTRACTOR SHALL PROVIDE TWO (2) ROWS MINIMUM 8 INCHES HIGH, 20 GAUGEMETAL STRAPPING BEHIND TO SUPPORT CABINETS ON WALL BEHIND.NON-COMBUSTIBLE FIRESTOPS SHALL BE INSTALLED AT OPENINGS AROUND VENTS.CABLING, PIPES AND DUCTS AT CEILING AND FLOOR LEVELS.ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE GALVANIZED WITH AMINIMUM G-60 COATING AND OF THE TYPE, SIZE, STEEL THICKNESS AND SPACINGSHOWN ON THE PLANS U.N.O. STUDS. RUNNERS (TRACK). BRACING AND BRIDGINGSHALL BE MANUFACTURED PER A.S.T.M. SPECIFICATIONS C-955. ALL GALVANIZEDSTUDS, JOISTS AND ACCESSORIES, 14 GA OR HEAVIER, SHALL BE FORMED FROMSTEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM-446 WITH A YIELDSTRENGTH OF 50 KSI AS SET FORTH IN SECTION A9.1 WITH THE ASI "SPECIFICATIONFOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".CONNECTIONS SHALL BE ACCOMPLISHED WITH SELF-DRILLING SCREWS OR WELDINGSO THAT THE CONNECTION MEETS OR EXCEEDS THE DESIGN LOADS REQUIRED ATTHAT CONNECTION.STUDS SHALL BE INSTALLED SEATED SQUARELY (WITHIN 1/16") AGAINST THE WEBPORTION OF THE TOP AND BOTTOM TRACKS. TRACKS SHALL REST ON ACONTINUOUS, UNIFORM BEARING SURFACE.CUTTING OF STEEL FRAMING MEMBERS MAY BE ACCOMPLISHED WITH A SAW ORSHEAR, TORCH CUTTING OF LOAD BEARING MEMBERS IS NOT PERMITTED.BURNING OF HOLES OR CUTS IN ANY STRUCTURAL MEMBERS IN THE FIELD ARENOT PERMITTED UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT.TEMPORARY BRACING SHALL BE PROVIDED AND LEFT IN PLACE UNTIL WORK ISPERMANENTLY STABILIZED.VERTICAL ALIGNMENT (PLUMBNESS) OF STUDS SHALL BE WITHIN 1/960TH (1/16" IN10'-0" OF THE SPAN. HORIZONTAL ALIGNMENT (LEVELNESS) OF WALLS SHALL BEWITHIN 1/960TH (1/8" IN 10'-0") OF THEIR RESPECTIVE LENGTHS.SPACING OF STUDS SHALL NOT BE MORE THAN +/- 1/8" FROM THE DESIGNATEDSPACING PROVIDING THAT THE CUMULATIVE ERROR DOES NOT EXCEED THEREQUIREMENT OF THE FINISHING MATERIALS.CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, STAIRS, FURRING,PIPE SPACES, COLUMN ENCLOSURES. ETC. SHALL BE FIRE-STOPPED WITHNONCOMBUSTIBLE MATERIAL.Rated assemblies, Separations & Fire Stopping:PENETRATIONS MADE IN RATED WALL ASSEMBLIES SHALL NOT ALTER THEPERFORMANCE OF THE ASSEMBLY AND MUST MEET THE APPROPRIATE ASTMPENETRATION REQUIREMENT.GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION TOMAINTAIN INTEGRITY OF ANY FIRE PROTECTIVE MATERIALS, COVERINGS,ASSEMBLIES OR ENCLOSURES WHERE DISTURBED BY NEW WORK AS CALLED FORIN THE DRAWINGS.ALL DEMISING WALLS FROM TENANT TO TENANT SHALL BE FULL HEIGHT TO THEUNDERSIDE OF THE STRUCTURE. U.N.O.Emergency Requirements:"EXIT" SIGNS ARE REQUIRED AT DOORS AND STAIRWAYS AS INDICATED ON PLANSAND ARE REQUIRED TO BE ILLUMINATED AT ALL TIMES THE BUILDING ISOCCUPIED AND MUST BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEMIN CONFORMANCE WITH 2012 INTERNATIONAL FIRE CODE AND ANY APPLICABLECODES OF THE CITY OF BELLEVUE. "EXIT" SIGNS SHALL HAVE RED LETTERS ATLEAST 8. HIGH AND 3/4" WIDE IN STROKE ON A WHITE BACKGROUND AND SHALLCONFORM TO ALL OTHER CODE REQUIREMENTS.ALL MEANS OF EGRESS AND EXIT DISCHARGES SHALL BE EQUIPPED WITHARTIFICIAL LIGHTING FACILITIES TO PROVIDE AN ILLUMINATION INTENSITY OF NOTLESS THAN 1'-FOOT CANDLE ON THE FLOOR SURFACE. ALL MEANS OF EGRESSAND EXIT DISCHARGE LIGHTING SHALL BE CONNECTED TO AN EMERGENCYELECTRICAL SYSTEMS THAT WILL PICK UP CONNECTED LOADS WITHIN 10SECONDS AFTER FAILURE AND ASSURE CONTINUED ILLUMINATION FOR ADURATION OF NOT LESS THAN 1 1/2 HOURS IN CASE OF PRIMARY POWER LOSS.EMERGENCY ELECTRICAL LIGHTING SHALL ALSO OPERATE MEANS OF EGRESSLIGHTING OF EXIT DISCHARGE IN THE EVENT OR NORMAL POWER SUPPLYFAILURE. EMERGENCY SYSTEM SHALL PICK UP CONNECTED LOADS WITHIN 10SECONDS AFTER FAILURE AND INSURE ILLUMINATION FOR AT LEAST 1 1/2 HOURS.Fire Alarm, Detection & Extinguishing Equipment:PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY 2012INTERNATIONAL FIRE CODE OR AS REQUIRED BY THE FIRE MARSHALL AND ANYAPPLICABLE CODES OF THE CITY OF BELLEVUE. IT SHALL BEAR THE LABEL OF ANAPPROVED AGENCY AND BE AN APPROVED TYPE. FIRE EXTINGUISHERS SHALLHAVE A MINIMUM RATING OF 2A. THE CONTRACTOR SHALL DETERMINE THEQUANTITY, LOCATION, TYPE, ETC. FOR CONFORMANCE WITH ALL APPLICABLECODES.Plumbing:THE PLUMBING CONTRACTOR SHALL INSTALL NEW PLUMBING SYSTEM ASREQUIRED (SHOWN) ON THE ON DRAWINGS.PLUMBING SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITHTHE 2015 INTERNATIONAL PLUMBING CODE. PLUMBING SYSTEM DESIGN ANDLAYOUT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR.TOILETS MUST BE 1.6 GAL TYPE.WATER PIPING SHALL BE TYPE 'L. COPPER OR EQUAL USING NO LEAD JOINTS, ANDTESTED FOR LEAKS.USE 1" FIBERGLASS INSULATION (WITH VAPOR BARRIER FOR COLD WATER). USEPRE-SHAPED INSULATION SECTIONS FOR PIPE FITTINGS.ALL SANITARY & WATER LINES MUST BE TESTED FOR LEAKS. USE 150#HYDROSTATIC PRESSURE FOR DOMESTIC WATERLINES, AND ELECTRONICMONITORING FOR ANY GAS PIPING.Fire Protection:ALL OCCUPANCY SEPARATIONS SHALL BE OF THE FIRE RESISTANT CONSTRUCTIONSPECIFIED IN THE 2015 INTERNATIONAL BUILDING CODE AND OPENINGS IN THESESEPARATIONS AS SPECIFIED IN THE SAME.FIRE ASSEMBLIES INSTALLED ACROSS EXIT CORRIDORS OR WHICH ARE PART OF ANOCCUPANCY OR AREA SEPARATION WALL SHALL BE AUTOMATIC-CLOSING FIREASSEMBLIES WHICH WILL CLOSE AUTOMATICALLY UPON ACTIVATION OF A SMOKE-DETECTOR (MAGNETIC DEVICES).ALL INSULATION SHALL BE NONCOMBUSTIBLE.EXIT CORRIDORS AND AISLES LEADING TO A REQUIRED EXIT STALL BE A MINIMUMWIDTH OF 44 INCHES.EXIT DOORS SHALL SWING IN THE DIRECTION OF THE EXIT TRAVEL WHEN SERVINGANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE.EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF AKEY, TOOL, OR ANY SPECIAL KNOWLEDGE OR EFFORT, SPECIAL LOCKING DEVICESSHALL BE AN APPROVED TYPE.FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRERATED PARTITIONS OR CEILINGS.SMOKE AND DRAFT CONTROL ASSEMBLIES SHALL BE PROVIDED WITH A GASKETINSTALLED SO AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ONBOTH THE SIDES AND THE TOP.PROVIDE EXIT SIGNS AND DIRECTIONAL SIGNS WITH A MINIMUM 6" HIGH BY 3/4"STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND.EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND THE 2 LAMPS SHALL BEENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL BE AUTOMATICALLYPROVIDED FROM AN EMERGENCY SYSTEM.ALL REQUIRED EMERGENCY LIGHTING AS DESIGNED BY RECORD ENGINEER SHALLGIVE A VALUE OF 1 FOOT CANDLE AT FLOOR LEVEL.EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXITPASSAGEWAY AND EGRESS TO A PUBLIC WAY ANY TIME THE BUILDING ISOCCUPIED.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE FIRE/LIFESAFETY INSPECTION AND THE OWNER TO PAY THE REQUIRED FEE. THE BUILDINGENGINEER AND AN AUTOMATED SYSTEMS REPRESENTATIVE ARE TO BE ADVISED INADVANCE OF THE DATE AND TIME.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN2A:10BC WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOORIN A RECESSED OR SEMI-RECESSED CABINETS AS SPECIFIED AND WHERELOCATED ON PLANS.FIRE EXTINGUISHERS ARE TO BE PROVIDED DURING CONSTRUCTION AS REQUIREDBY FIRE DEPARTMENT FIELD INSPECTOR.INTERIOR WALL AND CEILING FINISHES FOR INTERIOR AREAS SHALL NOT EXCEEDA FLAME SPREAD CLASSIFICATION OF 200, IBC SECTION 803.1 AND TABLE 803.5INTERIOR WALL AND CEILING FINISHES OR EXIT CORRIDORS SHALL NOT EXCEEDTHE FLAME SPREAD CLASSIFICATION OF 75, IBC SECTION 803.1 AND TABLE 803.5.Heating and Air Conditioning:MECHANICAL SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITHTHE 2015 INTERNATIONAL MECHANICAL CODE. MECHANICAL SYSTEM DESIGN ANDLAYOUT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR.ALL MECHANICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH A MINIMUMCLEARANCE TO COMBUSTIBLES FOR WHICH THE EQUIPMENT HAS BEEN TESTED, ASSPECIFIED BY MANUFACTURER. OR IN ACCORDANCE WITH STANDARD INSTALLATIONCLEARANCES. ALL MECHANICAL EQUIPMENT AND CONTROLS SHALL BE ACCESSIBLE.LOCKING THERMOSTATS COVERS SHALL BE SUPPLIED AND INSTALLED BY THEGENERAL CONTRACTOR.Electrical and Lighting:ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WlTH 2015 WASHINGTONSTATE ENERGY CODE (WSEC).BUILDING STANDARD AVERAGE LEVEL OF LIGHTING THROUGHOUT AS REQUIREDBY CODE.ALL FIXTURE TO BE INSTALLED PER WASHINGTON STATE ENERGY CODE AND ALLOTHER RELEVANT ARTICLES. FIXTURE SUPPORT BY NO. 12 GAUGE HANGERSATTACHED TO GRID MEMBERS WITHIN THREE INCHES OF EACH CORNER OFEACH FIXTURE.LIGHT VENTILATION AND SANITATION SHALL COMPLY WITH SECTION 1933.1 AND1203.2.1 OF THE 2015 INTERNATIONAL BUILDING CODE.ALL ELECTRICAL PANELS SHALL HAVE TYPEWRITTEN INDEXES.ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE GRAY, INCLUDING ALLPLUG MOLDS, TELEPHONE/ DATA JACKS. SWITCHES AND OUTLETS UNLESSOTHERWISE NOTED ON PLANS.Insulation:PROVIDE FULL BOUND INSULATION BAITS IN ALL FULL HEIGHT WALLS. SUPPORTWHERE NECESSARY TO PREVENT MOVEMENT OR DISLOCATION.ALL INSULATION SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE.Finishes and Painting:APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN ACCORDANCEWITH SECTION 803 OF THE 2015 INTERNATIONAL BUILDING CODE.CLASSES OF MATERIALS BASED UPON THEIR FLAME SPREAD CHARACTERISTICSSHALL BE AS SET FORTH IN TABLE 803.9.THE MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH MATERIALS USED ONINTERIOR WALLS AND CEILINGS SHALL NOT BREED THAT SET FORTH IN TABLE803.9 0F THE IBC.THE SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHENTESTED IN ACCORDANCE WITH IBC TABLE 803.1.1 IN THE WAY INTENDED FORUSE.DECORATIVE MATERIALS SHALL BE MAINTAIN IN A FLAME-RETARDANT CONDITION(CODE 19.0.08.421.IBC 25015).PAINT AND FINISHES SHALL BE APPLIED ACCORDANCE WITH THEMANUFACTURES. INSTRUCTIONS. CONTRACTOR SHALL USE APPLICATORS ANDTECHNIQUES BEST SUITED FOR THE MATERIALS AND SURFACES TO WHICH THEYARE BEING APPLIED.SURFACES SHALL BE PREPARED AND CLEANED IN STRICT ACCORDANCE WITHPAINT MANUFACTURERS INSTRUCTIONS. IN ADDITION, WALLS SHALL BESPACKLED AND SANDED SMOOTH PRIOR TO PAINTING. ADDITIONAL COATS. OFPANT SHALL BE APPLIED WHEN UNDERCOATS, STAINS OR OTHER CONDITIONSSHOW THROUGH FINAL PAINT COAT.DRYWALL SHALL RECEIVE ONE COAT OF DRY WALL PRIMER-SEALER PRIOR TOFINISH PAINT APPLICATION. ALL WOOD REQUIRED TO BE JOB-PAINTED SHALL BEPRIMED AND SEALED.WORK OF OTHER TRADES SHALL BE PROTECTED. ANY DAMAGE CAUSED BYPAINTING SHALL BE CORRECTED BY CLEANING, REPAIRING, OR REPLACING, ANDREFINISHING AS DIRECTED BY THE ARCHITECT.ACCESSORIES FOR RESTROOMS SHALL BE BOBRICK WASHROOM EQUIPMENT.INC. OR APPROVED EQUAL UNITS SHALL BE INSTALLED PLUMB AND LEVEL. BEFIRMLY ANCHORED. AND BE IN STRICT ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.Drywall:INTERIOR Walls SHALL BE FINISHED WITH 5/8" GYPSUM BOARD, UNLESSOTHERWISE NOTED ON DRAWINGS AND SPECIFICATIONS.INTERIOR FIRE RATED WALLS SHALL BE FURNISHED WITH 5/8" TYPE 'X' GYPSUMBOARD & FIRE TAPERED FULL HEIGHT TO BOTTOM OF STRUCTURE ABOVE.ALL GYPSUM BOARD SHALL BE SECURELY FASTENED USING DRYWALL SCREWS.CONTRACTOR SHALL COORDINATE ALL WORK WITH PLUMBING, ELECTRICAL ANDMECHANICAL SYSTEM CONTRACTOR IN ORDER TO LOCATE EQUIPMENT, DUCTSAND REGISTERS. LIGHT HOUSINGS. WASTE LINES. ETC.NONCOMBUSTIBLE FIRE STOPS SHALL BE INSTALLED AT OPENINGS AROUNDVENTS, CABLING, PIPES AND DUCTS AT CEILING AND FLOOR LEVELS.DRAFT STOPPING AND FIRE BLOCKING MATERIALS SHALL COMPLY WITH THE 2012INTERNATIONAL BUILDING CODE.Suspended Ceilings:SUSPENDED CEILING SYSTEMS SHALL BE AS PER IBC STANDARD 262.ALL CEILING HEIGHTS SHALL BE AS NOTED ON REFLECTED CEILING PLAN.SUSPENDED CEILING AND FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST ALATERAL FORCE OF 20 PERCENT OF THE WEIGHT OF THE ADS TRIBCEILINGASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR THE PURPOSES OFDETERMINING THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDSPER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THECEILING SYSTEM: THE FOLLOWING BRACING METHOD MAY BE EMPLOYED:A.LATERAL SUPPORT MAYBE PROVIDED BY FOUR WIRES OF MINIMUM NO.12GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART ANDCONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNERAND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45DEGREES FROM THE PLAIN OF THE CEILING. THERE LATERAL SUPPORTPOINTS SHALL BE PLACED 12 FEET O.C. IN EACH DIRECTION WITH THEFIRST POINT WITHIN 8 FEET FROM EACH WALL.B.ALLOWANCES SHALL BE MADE FOR LATERAL MOVEMENT OF THESYSTEM. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED ATTWO ADJACENT CLEARANCE BETWEEN THE WALL AND THE RUNNERSMAINTAINED AT THE OTHER TWO WALLS.C.DISCONTINUOUS ENDS OF CROSS RUNNERS SHALL BE VERTICALLYSUPPORTED WITHIN 8" OF SUCH ENDS AS MAY OCCUR WHERE THE CEILINGIS DISRUPTED BY A WALLD.LIGHTING FUTURES AND THE AIR DIFFUSERS SHALL BE SUPPORTEDDIRECTLY BY WIRES TO THE STRUCTURE ABOVE.RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT. ANDSUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 POUNDS IN WEIGHT. MAYBE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEMS ANDRUNNERS BY A POSITIVE ATTACHMENT, SUCH AS SCREWS OR BOLTS. TWO (2)#12BLACK WIRES ARE REQUIRED FOR SUPPORT AT RECESSED LIGHT FIXTURES/ AIRDIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NOTRIBUTARY LOADING FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO ANDSUPPORTED BY THE CEILING RUNNERS.THE ABOVE REQUIREMENTS ARE BASED ON IBC STANDARD 252, 2012 EDITION.OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED DESIGNCALCULATIONS USING THE LOADS SPECIFIED IN CHAPTER 25. THE APPROVEDBUILDING PLANS SHALL CLEARLY IDENTIFY ALL ELEMENTS AND SHOW ALL DETAILSOF THE BRACING SYSTEMS.DO NOT BEND SUSPENDED CEILING HANGING WIRE AT POINT OF ATTACHMENT ORAT OBSTRUCTING MATERIAL OR EQUIPMENT, EXCEPT AT LIGHTWEIGHT ITEMS NOTEXCEEDING 3/4" DIAMETER.Flooring:ALL FLOORING MATERIALS AND FINISHES SHALL BE AS SPECIFIED IN THE FINISHSCHEDULE AND INTERIOR FINISHES.CONCRETE SLAB SURFACES SHALL BE CLEANED AND MADE SMOOTH BY LEVELINGCOMPOUND AND SUBSTRATE PRIMER PRIOR TO INSTALLATION OF ANY TILECARPET. ALL PREPARATORY WORK SHALL BE PERFORMED IN STRICTACCORDANCE WITH THE FLOORING MANUFACTURERS INSTRUCTIONS.CERAMIC TILE SHALL BE INSTALLED WITH CONSTRUCTION METHODS ANDMATERIALS CONFORMING TO THE STANDARDS OF THE AMERICAN NATIONALSTANDARDS INSTITUTE (ANSI) AND STANDARD SPECIFICATIONS FOR CERAMIC TILE.Signs & Identifications:ALL SIGNS AND IDENTIFICATION DEVICES SHALL COMPLY WITH THE 2015 INTERNATIONALBUILDING CODE SECTION 11178.5.1.LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWINGDISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USINGAN UPPER CASE "X". LOWER CASE CHARACTERS ARE PERMITTED.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. EITHER LIGHTCHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHTBACKGROUND.WHERE RAISED CHARACTERS OR SYMBOLS ARE USED. THEY SHALL CONFORM TO THEFOLLOWING:A.LETTERS AND NUMBERS SHALL BE RAISED 1/32" AND SHALL BE SANS SERIFUPPERCASE CHARACTERS AND ACCOMPANIED WITH GRADE 2 BRAILLE.CPICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THEEQUIVALENT VERBAL DESCRIPTION PLACED BELOW THE PICTOGRAM.THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE A MINIMUM OF 6"HEIGHT.CONTRACTED GRADE 2 BRAILLE SHALL BE WHEREVER BRAILLE SYMBOLS ARESPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE1/10" - ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BERAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITHDISABILITIES, AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLEROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONALSYMBOL OF ACCESSIBILITY AND WITH DIRECTIONAL SIGNS, AS REQUIRED, TO SENSIBLETO PERSONS ALONG APPROACHING PEDESTRIAN WAYS AS PER CODE.WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISEDLETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE INCONFORMANCE WITH CODE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TOTHE LATCH SIDE OF PIE DOOR WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OFTHE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THENEAREST ADJACENT WALL. MOUNTING HEIGHTS SHALL BE 80. ABOVE THE FINISHEDFLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINEDSO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.TACTILE SIGNAGE SHALL BE PROVIDED THAT COMPLIES WITH IBC SECTION 111.5.1 ANDSHALL BE LOCATED AT EACH GRADE LEVEL EXTERIOR DOOR AND SHALL BE IDENTIFIEDWITH THE WORD "EXIT".Signage: (Chapter 22B.10)ALL SIGNAGE SHALL BE SUPPLIED AND INSTALLED BY SIGNAGE CONTRACTOR.CONTRACTOR SHALL COORDINATE AND PROVIDE THE REQUIRED ELECTRICALCONNECTIONS AND SUPPORTS/ BLOCKING FOR SIGNAGE. SIGNAGE CONTRACTORSHALL BE RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND COORDINATEMOUNTING DETAILS AS REQUIRED.SIGNAGE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL CONDITIONSWHICH MAY AFFECT THE INSTALLATION OF SIGNAGE, AND THE SIGNAGE ITSELF.ANY FIELD OR PROPOSED DESIGN CONDITIONS WHICH MAY REQUIREDMODIFICATION OR RELOCATION OF SIGNAGE, OR ANY RELATED ELEMENTS SHALLBE BROUGHT TO THE OWNER'S PROPOSED SIGNAGE AND SPECIFICATIONS ANDDESIGN, AND BRING TO ATTENTION ANY DISCREPANCIES OR ALTERNATIVES WHICHMAY RESULT IN SAVING TO OWNER, ELIMINATION TO PROBLEMATIC CONDITIONSWHICH MAY ARISE IN THE PRESENT OR FUTURE, PROVIDE SUPERIORPERFORMANCE, PROVIDE REDUCED MAINTENANCE AND ENHANCE VISIBILITY OFSIGNAGE.SIGNAGE CONTRACTOR SHALL SUBMIT AND PAY FOR ALL REQUIRED PERMITS,TESTS, AND INSPECTION CERTIFICATES.SIGNAGE CONTRACTOR SHALL SUBMIT ALL SIGNAGE TO THE CITY OF BELLEVUEFOR APPROVAL IF REQUIRED.SHOP DRAWINGS SHALL BE PREPARED BY SIGNAGE CONTRACTOR ANDSUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO SIGNAGE FABRICATION.Accessibility Guidelines:ALL EQUIPMENT, ACCESSORIES AND WORK SHALL BE PERFORMED INACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE.Water Closets:THE HEIGHT OF WATER CLOSET SHALL BE 17" TO 19" MEASURE TO THE TOP OF THETOILET SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIMED POSITION.FLUSH CONTROLS SHALL BE AUTOMATIC.TOILET PAPER DISPENSERS THAT CONTROL DELIVERY, OR THAT DO NOT PERMITCONTINUOUS FLOW, SHALL NOT BE USED.Lavatories and Mirrors:LAVATORIES SHALL BE MOUNTED WITHIN THE RIM OR COUNTER SURFACE NOHIGHER THAN 34" ABOVE THE FINISHED FLOOR. PROVIDE A CLEARANCE OF ATLEAST 29" ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE APRON ASINDICATED ON DRAWINGS.KNEE AND TOE CLEARANCE SHALL BE AS INDICATED ON DRAWINGS.HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OROTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NOSHARP OR ABRASIVE SURFACES UNDER LAVATORIES.LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMSARE ACCEPTABLE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF-CLOSING VALVESARE USED, THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS.MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTINGSURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR. MIRRORS THAT AREINTENDED TO BE USED BY BOTH AMBULATORY PEOPLE AND WHEELCHAIR USERS,SUCH AS MIGHT BE PROVIDED IN A SINGLE OCCUPANCY TOILET ROOM OR ANYTOILET HAVING ONE MIRROR MUST BE AT LEAST 74" HIGH AT THEIR TOP MOSTEDGE.LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMSARE ACCEPTABLE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF-CLOSING VALVESUSED, THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS.MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTINGSURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR MIRRORS THAT AREINTENDED TO BE USED BY BOTH AMBULATORY PEOPLE AND WHEELCHAIR USERS,SUCH AS MIGHT BE PROVIDED IN A SINGLE OCCUPANCY TOILET ROOM OR ANYTOILET HAVING ONE MIRROR, MUST BE AT LEAST 74" HIGH AT THEIR TOP MOSTEDGE.THE NOMINAL DIAMETER OR WIDTH OF THE GRIPPING SURFACE OR A HANDRAILOR GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE ANEQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTEDADJACENT TO A WALL, THE SPACE BETWEEN THE RAIL AND THE GRAB BARSSHALL BE 1-1/2".THE STRUCTURAL STRENGTH OF THE GRAB BARS, FASTENERS, AND MOUNTINGDEVICES SMALL MEET THE FOLLOWING SPECIFICATIONS:BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDINGMOMENT FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAT THEALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR.SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROMTHE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLELATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THESUPPORTING STRUCTURE WHICHEVER IS THE SMALLER ALLOWABLELOAD.TENSILE FORCE INDUCED IN A FASTENERS BY A DIRECT TENSIONFORCE OF 250 LBS PLUS THE MAXIMUM MOMENT FROM THEAPPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLEWITHDRAWAL LOAD BETWEEN THE FASTENERS AND THE SUPPORTSTRUCTURE.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO ITSHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVESMINIMUM RADIUS OF 1/8".Grab Bars:Doors and Hardware:1/2" MAXIMUM THRESHOLD HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE ATEDGE. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2". SHALL BE LEVELED WITH SLOPENO GREATER THAN 1:2 AS PER IBC SECTION 1133B.2.4.1.HARDWARE: OPERABLE FROM INSIDE WITHOUT USER KEY OR SPECIALKNOWLEDGE OR EFFORT AND OPERABLE BY LEVER TYPE HARDWARE, PANICBARS. PUSH-PULL ACTIVATING BARS, MOUNTED 30,44- AF.F.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOREXTERIOR DOORS AND INTERIOR DOORS SUCH PULL OR PUSH EFFORTS BEINGAPPLIED, AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OFSLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOROPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIREDOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BEINCREASED NOT TO EXCEED 15 POUNDS.EXIT DOOR HARDWARE BE OF AN APPROVED TYPE AND TESTED ACCORDANCEWITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFS 33.3.PROVIDE MINIMUM 10" HIGH SURFACE AT DOOR BOTTOMS. EITHER ATTACH PANELOR BOTTOM RAIL EXCEPT ON AUTOMATIC OR SLIDING DOORS.Contractor Responsibilities:1.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLEFOR VERIFYING THAT ANY AND ALL COPIES OF THE CONTRACTDOCUMENTS THAT HE USES FOR ANY PURPOSE WHATSOEVER,INCLUDING, BUT NOT LIMITED TO, FOR BIDS OR CONSTRUCTION SHALL BETHE MOST CURRENT AND ISSUED AS THE BUILDING PERMIT DOCUMENTSTHE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE IN ANY WAY,INCLUDING. BUT NOT LIMITED TO FINANCIALLY RESPONSIBLE OR LIABLE,FOR THE CONSEQUENCES OF THE USE BY THE CONTRACTOR OR OTHERSOF COPIES OF THE CONTRACT DOCUMENTS THAT ARE NOT THE MOSTCURRENT AND ISSUED AS THE BUILDING PERMIT DOCUMENTS,NOTWITHSTANDING THE ARCHITECT MAY HAVE ISSUED COPIES OF THECONTRACT DOCUMENTS TO THE CONTRACTOR OR TO OTHERS AT ANYPOINT OF COMPLETION.2.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLEFOR FIELD VERIFYING ALL EXISTING CONDITIONS AT THE SITE, INCLUDINGBUT NOT LIMITED TO THE SIZE AND LOCATION OF ON AND OFF SITEUTILITIES, DIMENSIONS OF EXISTING STRUCTURES, SITE IMPROVEMENTSAND FEATURES, TOPOGRAPHIC ELEVATIONS, GROUND SURFACE ANDGROUND WATER CONDITIONS, BOILS TYPES AND ROCKS. THECONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ALLCONFLICTS, ERRORS OR OMISSIONS BETWEEN ACTUAL SITE CONDITIONSAND THE CONTACT DOCUMENTS 7 CALENDAR DAYS PRIOR TOPROCEEDING WITH CONSTRUCTION.3.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLEFOR COMPLYING WITHAND PERFORMING ALL OF THE REQUIREMENTS OFTHE CONTRACT DOCUMENTS. ALL QUESTIONS REGARDING THE INTENTIONOR ACCURACY OF THE CONTRACT DOCUMENTS SHALL BECOMMUNICATED TO THE ARCHITECT IN WRITING 7 CALENDAR DAYS PRIORTO PROCEEDING WITH CONSTRUCTION. INTERPRETATION ORGLORIFICATION OF THE INTENT OF THE CONTRACT DOCUMENTS BY THEARCHITECT DOES NOT CONSTITUTE A CHANGE ORDER FOR THECONTRACTOR. THE CONTRACTOR SHALL DEMOLISH AND RECONSTRUCTALL WORK NOT IN COMPLIANCE WITH THE CONDUCT DOCUMENTS AT HISOWN EXPENSE. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR DELAYSIN THE CONSTRUCTION SCHEDULE DUE TO THE CONTRACTORS FAILURETO COMPLY WITH THE CONTRACT DOCUMENTS, OR IF IT BECOMESNECESSARY FOR TIE ARCHITECT TO CHANGE THE CONTRACT DOCUMENTSAND RESUBMIT THE DOCUMENT TO THE GOVERNING AGENCIES FORREVIEW OR RE-PERMITTING, OR IF IT BECOMES NECESSARY FOR THEARCHITECT TO PERFORM ANY OTHER SERVICES DUE TO THECONTRACTOR'S FAILURE TO COMPLY WITH THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL COMPENSATE THE ARCHITECT FOR THE COSTOF HIS SERVICES.4. THE CONTRACTOR SHALL DIRECT ALL COMMUNICATION, INCLUDING ALLQUESTIONS, REQUESTS FOR SUBSTITUTIONS AND CHANGE ORDERS, TOTHE ARCHITECT AND NOT TO THE OWNER. DO NOT CHANGE THEARCHITECT'S CONTRACT DOCUMENTS WITHOUT THE ARCHITECTSEXPRESS WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT PROCEEDWITH ANY CHANGES TO THE CONTRACT DOCUMENTS UNTIL SUCHPERMISSION IS ISSUED IN WRITING BY THE ARCHITECT. SHOULD THECONTRACTOR PROCEED WITH ANY CHANGES NOT AUTHORIZED BY THEARCHITECT, HE SHALL DO SO AT HIS OWN RISK AND SHALL CORRECT ATHIS OWN EXPENSE ANY AND ALL WORK NOT COMPLYING WITH THECONSTRUCTION DOCUMENTS.5. THE CONTRACTOR SHALL PROVIDE ALL DEMOLITION, PATCHING ANDREFINISHING NECESSARY TO COMPLETE THE WORK WHETHER OR NOTSUCH DEMOLITION, PATCHING OR REFINISHING IS SPECIFICALLY NOTED ON THE CONTACT DOCUMENTS.Revision ScheduleRevisionNumberRevision Description RevisionDate
NE SUNSET BLVD.NE 10TH ST. GAS PUMPISLAND ROOFSET 1/2" REBARW/YPC LS"50711"FND. YPC0.20'S OFCORNERSET NAIL &WASHERLS "50711"FND. MON. IN CASE1-1/2" BRASS DISK W/PUNCHDWN 0.7' @INTXNE SUNSET BLVD. AND NE 10TH ST.CORNER OFCANOPY IS2.23'SE OFLINECORNER OFCANOPY IS1.75'SE OFLINE30'BASIS OF BEARING - MONUMENTED CL NE SUNSET BLVD. N35°42'EPLAT OF RENTON HIGHLANDS #2 CORRECTED(EXISTING TO REMAINAND UNIMPROVED)OUTLINE OF EXISTINGCONVENIENCE STOREAPPROX 1304 SF. (+/-)DESCRIPTION OF USE: (NEW) CONVENIENCE STORE/RETAILTAX PARCEL NO.722780 - 1201LEGAL DESCRIPTION:LOT IS SW'RLY 125' OF THE SE'RLY 90' OF BLOCK 39. OF PLATOF RENTON HIGHLANDS #2 - CORRECTED.VOL. 57, PGS. 92-98 INC., BOOK OF PLATS,RECORD OF KING COUNTY, WANOTE:REFER TO RECORD OF SURVEY DATED 8-07-2014 FOR ALLOTHER PERTINENT INFORMATION NOT SHOWN ON THEPRELIMINARY SITE PLAN.51' - 10" (APPROX. SB)54' - 0"13' - 8 1/2"ROWNE SUNSET BLVD.NE 10TH ST.32' - 4"90' - 0"33' - 3"48' - 2 1/2" (+/-) SYSB73' - 2"6' - 10 1/2"50' - 0"5' - 0"20' - 0"9' - 0"9' - 0"9' - 0"8' - 0"5' - 0"SIDEWALKPROPOSED 2020 SQ.FT BUILDING1234SIDEWALK5' - 0"AISLE 1AISLE 25' - 0"HATCHED AREA OF GASCANOPY TO BE REMOVED(PORTION ENCROACHINGOVER CITY ROWAT OWNER DEVELOPMENTEXPENSE PRIOR TO FINALOCCUPANCYSIDEWALKEXISTING TRANSITSHELTERKC METRO TO APPROVERE-INSTALL PLAN ANDDETAILS AS SUBMITTEDBY THE GENERALCONTRACTOREXIST'G ROW FROMCENTERLINE9' - 9"SAWCUT EXIST'GASPHALT PAVING ANDPOUR NEW STAMPEDCONCRETE WALKWAYFLUSH TO EXISTINGSURFACEPATTERN PEROWNER'SSPECIFICATIONS(1) MIN. GLOBALINDUSTRIAL 46"SQUARE IN-GROUNDMOUNT PICNICTABLE, EXPANDEDMETAL, BLACK(1) GLOBALINDUSTRIAL 72"EXPANDED METALMESH BENCH WITHBACK REST BLACK10' LANDSCAPING AREA BUFFER SHALLCONFORM TO CITY OF RENTONLANDSCAPING IMPROVEMENT STANDARSDALONG PUBLIC STREET FRONTAGEREFER TO LANSCAPING NOTES ABOVE. SITETO USE DROUGHT TOLERANT PLANTING.8' LANDSCAPING AREA BUFFER SHALLCONFORM TO CITY OF RENTON LANDSCAPINGIMPROVEMENT STANDARDS ALONG PUBLICSTREET FRONTAGE - BACK OF CURBREFER TO LANSCAPING NOTES ABOVE. SITETO USE DROUGHT TOLERANT PLANTING.12' MULTI USE TRAIL SHALL CONFORM TOCITY OF RENTON LANDSCAPINGIMPROVEMENT STANDARDS ALONG PUBLICSTREET FRONTAGECONSTRUCT 25' WIDEREFER TO CIVILDRAWINGSEXISTINGJOINT USE (RMC 4-4-0817)6' - 9"3' - 0"SAWCUT EXIST'G ASPHALTPAVING AND POUR NEWSTAMPED CONCRETEWALKWAY FLUSH TOEXISTING SURFACEPATTERN PER OWNER'SSPECIFICATIONSSAWCUT EXIST'G CURB ANDPOUR NEW STAMPEDCONCRETE WALKWAY THRULANDSCAPING BUFFER ANDBUTT INTO CITY SIDEWALK5' WIDE LANDSCAPEBUFFER W/ SPACEDEMERALD GREENCEDARS ANDMILLENNIAL SHRUBSAND BEAUTY BARK.REFER TOLANDSCAPINGNOTESLANDSCAPEBUFFER W/SPACED WILLOWOAK TREES ANDMILLENNIALSHRUBS ANDBEAUTY BARK.INSTALL NEW ADA RAMPLOCATION AS SHOWN ONCIVIL SHEET C2REFER TO SHEET C1 CIVILFOR ALL REQUIREDCORNER DETAILS ANDROW DEDICATIONIMPROVEMENTSTRASHENCLOSURELOCATION8' - 0"PLANTER -REFER TO SHT.A2.0 AND A3.111MIN.6' - 0"11REFER TOLANDSCAPINGNOTE b. THIS SHEETREFER TOLANDSCAPINGNOTE C. THIS SHEETADDITIONAL (3) 6' HIGHCEDAR FOR PARKINGSTALL SCREENINGHERE1SEE DETAILS4 AND 5THIS SHEET1(4) GAS SERVICE LANES NOTIMPACTED BY CURRENTDEVELOPMENT REQUEST8' - 0"12' WCANOPY2' - 0"16' - 0"8' - 0"8' - 0"25' - 0"SIDEWALK9' - 0"20' - 0"5TYPICAL CONCRETEWHEELSTOP2' - 6" DEDICATION120' - 0"9' - 0"S35 45' 13"W 122.50'6" RYSB6' SYSBS54 38' 21"E 90.01'S35 45' 13"W 115.0'S54 38' 21"E 90.01'56' - 0" (+/-) FYSBG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017As indicatedA1.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLSITE PLAN AND DETAILS 1" = 20'-0"1EXISTING SITE CONDITION 1" = 100'-0"4VICINITY MAP 1" = 20'-0"2PROPOSED SITE PLANSITE DATAADDRESS:2800 NE SUNSET BOULEVARDRENTON WA 98059OWNER:YADAV & GILL LLC2800 NE SUNSET BLVDRENTON WA 98059ZONING:CV - CENTER VILLAGE WITH URBAN DESIGN DISTRICT 'D' OVERLAY - VERIFY "GATEWAY INTERSECTION"SITE AREA: 11250 SFPROPOSED BUILDING: 2000 SFMAX LOT COVERAGE:65 PERCENT OR 7312.5 SFCV SETBACKSFRONT: 10'SIDE (ALONG STREET) 10'SIDE: 0'REAR: 0'PEDESTRIAN ACCESS: YESSITE TO SITE ACCESS:YESREFUSE/RECYCLING:YES, PER RMC 4-4-090, 100 SF MIN,, 6' OPAQUE FENCESCREEN AND COVERED(UNDER SEPERATE BUILDING PERMIT)LANDSCAPING NOTES:ALL LANDSCAPING SHALL INCLUDE A MIXTURE OFTREES, SHRUBS, AND GROUNDCOVERAS APPROVEDBY THE DEPARTMENT OF COMMUNITY ANDECONOMIC DEVELOPMENTPARTIAL SIGHT OBSCURING LANDSCAPING ORLANDSCAPING PLUS FENCING SHALL BE, SIX FEET (6')HIGH AT MATURITY AND AT LEAST FIFTY PERCENT(50%) SIGHT-OBSCURINGFULL SIGHT OBSCURING LANDSCAPING ORLANDSCAPING PLUS FENCING SHALL BE, SIX FEET (6')HIGH AT MATURITY AND AT LEAST ONE HUNDREDPERCENT (100%) SIGHT-OBSCURINGPERIMETER PARKING LOT LANDSCAPING SHALL BEAT LEAST 10 FEET IN WIDTH (10') AS MEASUREDFROM THE STREET RIGHT OF WAY.STANDARDS FORPLANTING SHALL BE AS FOLLOWS:a.TREES SHALL BE (2") IN DIAMETER AT BREASTHEIGHT (dbh) FOR MULTI-FAMILY, COMMERCIAL,AND INDUSTRIAL USES AT AN AVERAGEMINIMUM RATE OF ONE TREE PER THIRTY (30)LINEAL FEET OF STREET FRONTAGE.b.SHRUBS AT THE MINIMUM RATE OF ONE PERTWENTY (20) SQUARE FEET OF LANDSCAPEDAREA. UP TO (50%) OF SHRUBS MAY BEDECIDUOUS.c.GROUND COVER IN SUFFICIENT QUANTITIESTO PROVIDE AT LEAST NINETY PERCENT (90%)COVERAGE OF THE LANDSCAPED AREA WITHINTHREE (3) YEARS OF INSTALLATION.INTERIOR PARKING LOT LANDSCAPING IS NOTAPPLICEABLE FOR THIS SITE.IRRIGATION REQUIREMENTS SHALL BE EXEMPT FORUSE OF DROUGHT TOLERANT FEATURING ONEHUNDRED PERCENT (100%) DROUGHT-TOLERANTPLANTS. THE OWNER SHALL PROVIDE FOR A PERIODOF NOT LESS THAN 2 YEARS OF A CITY APPROVEDTEMPORARY IRRIGATION SYSTEM. AN INSPECTIONWILL BE REQUIRED ONE (1) YEAR AFTER FINALINSPECTION TO ENSURE THAT THE LANDSCAPINGHAS BECOME ESTABLISHED. 1/4" = 1'-0"3TYPICAL HANDICAP PARKING STALL 1/2" = 1'-0"5ADA SIGN DETAILSRevision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1EXT'GSIGN
2' - 0"66' - 3 1/2"8" 32' - 4"2' - 6"6' - 0"2' - 6"11' - 0" 22' - 0"WALK-IN COOLER - PER OWNER'S SPECIFICATIONSOFFICECASHIERMAX. WORKHEIGHT 34" MAX.(32" PREFERRED)STORAGE/PREPFOUNTAINw/ FLOOR SINKUNDERHWT MODEL -RHEEM ELD52(50 GAL.)COFFEECONDIMENTSUNISEXEQUIPMENT/CONTROLROOM7' - 1"8' - 9"33' - 0"8"2' - 4" 8"11' - 0"2' - 6" 8' - 6" 2' - 6"13' - 6" 11' - 11 1/2" 18' - 2 1/2" 10' - 5 1/2" 13' - 6"2' - 6" 8' - 6" 2' - 6"2' - 0"2' - 0"20' - 4"20' - 4"7' - 6 1/2"10' - 6 1/2" 3 1/2" 14' - 11 1/2"3' - 8 1/2" 6' - 7 1/2"8' - 3 1/2" 3' - 0"8"31' - 0"WALL VINES ONMETAL TRELLIS(TYPICAL U.N.O.)24" WIDEPLANTER PERELEVATIONSRETAIL30" GATEDR.MERCHANDISE RACKSREATIL COUNTER ANDALL APPLIANCES SHALLCOMPLY WITH A11.7SECTION 606 (ADA)8x8 R.S.POSTTYPICALTERRA COTTA POTPLANTERSURROUND POST11.40008.41508.41008.41008.41008.41008.41005.50010.44310.44310.44310.4437' - 8"1" 3' - 4"9' - 11 1/2"02.752D1D2D3D3D3A5.02A5.01A5.03A5.0411111112222WALL MOUNTUNDERGROUND TANKMONITORING SYSTEMPANEL1CLEARLY MARKEDEMERGENCY PUMPSHUT OFF SWITCH1PLANTER WITHDROUGHT TOLERANT 2.5GAL. JAPANESEBOXWOOD PLANTS1113 COMPARTMENTSINKHAND SINKMOP SINKFIBER REINFORCED PANELMARLITE - STANDARDENTIRE STORAGE/PREP WALL(S)SUPPLYINSTAHOTEVERHOTMOUNTAINPLUMBINGMODEL -MT641UNDERGROUND TANK MONITORINGSYSTEM PANEL - CONTRACTORSHALL SUBMIT AND APPLY FOR ASEPERATE PERMIT FROM THE CITYOF RENTON WITH APPROVAL PRIORTO INSTALLATION1EXTERIORINTERIOR7/8" CEMENT BOARD5/8" SHEATHING2x6 WOOD STUD5/8" TYPE 'X' GYP.WALL BOARDG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017As indicatedA2.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLFLOOR PLAN AND NOTES 1/4" = 1'-0"2CONSTRUCTION FLOOR PLANGENERAL NOTES:A.DIMENSION LINES ARE FROM FACE OF FRAMING ORFOUNDATION UNLESS NOTED OTHERWISE.B.FACE OF FRAMING ON EXTERIOR WALL SAME ASOUTSIDE FACE OF FOUNDATION WALL.C.METAL STUDS MAYBE USED IN PLACE OFWOOD STUDS. PLAN DIMENSIONS ARE BASED ONWOOD STUDS.D.MOISTURE RESISTANT GYPSUM TO BE USEDIN TOILETROOM(S), BEHIND MOP SINK AND,ADJACENT TO COOLERS.FORSPECIFIC SUBSTRATEREQUIREMENTS,REFERTO INTERIOR ELEVATIONS.E.PROVIDE BLOCKING AS REQ'D FOR ALL EQUIPMENT ANDACCESSORIES.F.PROVIDE CLEAR SILICONE SEALANT FOR ALL WALLTRANSITIONS, REFER TO CONSTRUCTION DETAILSATTACHMENT TO ALL WALLS TO STRUCTURE ABOVE.G.FOR FLOORING LAYOUT REFER TO SHEET A2.1H.FOR CEILING LAYOUT REFER TO SHEET A2.1I.FOR FINISH MATERIAL REFER TO INTERIOR SHEET(S)J.INTERIOR GRAPHIC ELEVATIONS (BY OWNER)K.FOR DOOR AND WINDOW DETAILS REFER TO ELEVATIONSL.FOR EQUIPMENT PLAN REFER TO SHEET A3.0M.FOR EQUIPMENT SCHEDULE (BY MECHANICALCONTRACTOR)N.ALL MATERIALS AND APPLICATION TO MEET OR EXCEEDLOCAL OR STATE REQUIREMENTS.O.FOR DOOR SCHEDULE & ELEVATIONS REFER TOSHEET A3.1KEYNOTES:02.752SLOPE SIDEWALK AWAY FROM DOOR/BUILDING 1/8"/FOOT.03.480SCREEN WALL & TRELLIS ABOVE05.500FACADE COLUMNS08.410ALUMINUM ENTRANCE AND STOREFRONT SYSTEM.REFER TO SHEET A5.1 AND SPECIFICATIONS.08.415OPTIONAL - AUTOMATIC BI-PARTING ENTRANCE DOORS.09.260CLEAR PLASTIC CORNER GUARDS.10.442PORTICO COLUMNS10.443PLANT TRELLIS11.005RECESSED KNOXBOX. INSTALL PER MANUFACTURERS SPECIFICATIONS.11.400FOR COOLER AND FREEZER INFORMATION AND DIMENSIONS, REFER TO MANUFACTURER SHEETS.11.401MAINTAIN A MINIMUM 1" AIR GAP BEHIND COOLERS AND FREEZERS ADJACENT TO WALLS. CLOSE SPACE AT ENDS WITH 2"x2" ALUMINUM ANGLE.WALL LEGEND:WOOD FRAMED WALL2x6 STUDS @ 16" o.c. w/ THERMAL INSULATION2x4 STUDS @ 16" o.c.2x4 STUDS @ 16" o.c. w/ SOUND BATT INSULATIONINSULATED WALLPREFABRICATED COOLER123NOTES:DOORS SHALL BE READILY OPENABLE FROM THE EGRESSSIDRE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT.IN A3, B,F, M AND S OCCUPANCIES, KEY LOCKING HARDWAREMAY BE USED AT THE MAIN ENTRY DOORS, PROVIDE A SIGN INCONTRASTING LETTERS OF 1 INCH OR MORE IS PROVIDED ATTHE DOORS STATING: "THIS DOORTO REMAIN LOCKED WHENOCCUPIED".PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOODBASE SHEATHING.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL ORPUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGEDDOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDINGDOORS. COMPENSATING DEVICES OR AUTOMATIC DOOROPENERS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TOOPERATE THE DOOR MAY BE INCREASED TO THE MINIMUMALLOWABLE BY THE APPROPRIATE ADMINISTRATIVEAUTHORITY, NOT TO EXCEED 15 POUNDS.ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO ANDUSABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIEDWITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONALDIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TOPERSONS ALONG APPROACHING PEDESTRIAN WAYS.THE BOTTOM 10 INCHES OF ALL DOORS TO HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BEOPENED BY A WHEELCHAIR FOOT REST WITHOUT CREATING ATRAP OR HAZARDOUS CONDITION.FIRE RESISTANT RATED CONSTRUCTION NOTES:FIRE WALLS SHALL COMPLY WITH THE PROVISIONS OF IBC 705.A.WALLS SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRECONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDEWITHOUT COLLAPSE OF THE WALL FOR THE DURATION OF TIME BY THEFIRE-RESISTANCE RATING.B.FIREWALLS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN REQUIRED BY TABLE 706.4. OPENINGS IN FIRE WALLS SHALL BEPROTECTED IN ACCORDANCE WITH IBC SECTION 716 AND SHALL NOTEXCEED 120 SQUARE FEET. THE AGGREGATE WIDTH OF OPENINGS ATANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.EXCEPTIONS:1. OPENING NOT PERMITTED IN PARTY WALLS CONSTRUCTEDIN ACCORDANCE WITH IBC 706.1.12. OPENING SHALL NOT BE LIMITED TO 120 SQUARE FEET WHERE BOTH BUILDINGS ARE EQUIPED THROUGHOUT WITHAN AUTOMATIC SPRINKLER SYSTEM INSTALLED PER IBC 903.3.1.1C.FIRE WALLS SHALL EXTEND HORIZONTALLY TO THE OUTER EDGES OFHORIZONTAL PROJECTING ELEMENTS SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUES AND SIMILAR PROJECTIONS THATARE WITHIN 4 FEET OF THE FIREWALL (IBC 706.5.2)D.FIRE WALLS SHALL EXTEND VERTICALLY FROM FOUNDATION TO A POINT 30 INCHES ABOVE ROOF. SEE EXCEPTIONS 1 THROUGH 4 (IBC 706.6).E.BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, FIRE WALLS SHALL BEPERMITTED TO TERMINATE AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING OR DECKS PROVIDED IN IBC 706.6, EXCEPTIONS 4.4.1,4.4.2 AND 4.4.3FIRE-RESISTANCE JOINT SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF IBC714. JOINTS INSTALLED IN OR BETWEEN FIRE-RESTISTANCE-RATED WALLS, FLOOROR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIESSHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEMDESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THANTHE REQUIRED FIRE RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN ORBETWEEN WHICH IT IS INSTALLED.STRUCTURAL MEMBER AND ASSEMBLIES SHALL HAVE A FIRE-RESISTANCE RATINGOF NOT LESS THAN THE RATING REQUIRED FOR THE FIRE RESISTANCE RATEDASSEMBLIES SUPPORTED.PROTECTION OF COLUMNS, GIRDERS, TRUSSES, BEAMS, LINTELS OR OTHERSTRUCTURAL MEMBERS THAT ARE REQUIRED TO HAVE A FIRE-RESISTANCERATING SHALL COMPLY WITH THIS SECTION.IN COMBUSTIBLE CONSTRUCTION, DRAFT STOPS SHALL BE INSTALLED TOSUBDIVIDE ATTICS, MANSARDS, OVERHANGS IN LOCATIONS PRESCRIBED IN IBC718.4.2 THROUGH 718.4.3 3" = 1'-0"1EXTERIOR FIRE WALL DETAIL1A4.0Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1
EMNOTE:G.C. TO PROVIDE SAMPLES OF CT-1CEILING TILE TO O.C. HELTHDEPARTMENT FORREVIEW/APPROVAL PRIOR TOINSTALLATIONEQ EQ EQ EQEM9'-0"GB-1P-29'-6"CT-19'-6"CT-1EM8'-0"GB-1P-28'-0"GB-1P-2ROOM TO BE EQUIPEDWITH AN OCCUPANCYSENSOR C405.2.2.2ROOM TO BE EQUIPEDWITH AN OCCUPANCYSENSOR C405.2.2.2ROOM TO BE EQUIPEDWITH AN OCCUPANCYSENSOR C405.2.2.2ROOM TO BE EQUIPEDWITH AN OCCUPANCYSENSOR C405.2.2.2WET LOCATIONARCHITECTURALFULL CUTOFFEMERGENCYEXTERIOR 1x42CFL LIGHTFIXTURE(w/BATTERYBACKUPWET LOCATIONARCHITECTURALFULL CUTOFFEMERGENCYEXTERIOR 1x42CFL LIGHTFIXTURE(w/BATTERYBACKUPWET LOCATION ARCHITECTURALFULL CUTOFF EMERGENCYEXTERIOR 1x42 CFL LIGHTFIXTURE (SOFFIT)(w/BATTERY BACKUPG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A2.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLFLOOR FINISH PLAN / RCP 1/4" = 1'-0"1FINISH FLOOR PLANGENERAL NOTES:A.TRANSITIONS BETWEEN ROOMS SHALL OCCUR UNDERCENTER OF DOORS WHERE POSSIBLE.B.WALL BASE - REFER TO INTERIOR ELEVATIONS (WHEREAVAILABLE)KEYED NOTES:08.710ADA SADDLE THRESHOLD IN SET IN SEALANT15.155FLOOR DRAINS, SLOPE FLOOR AS REQUIREDFLOOR FINISH:CONCRETECON-1SMOOTH MACHINE TROWELLED FINISHCOATING: BURKE SPARTAN COTE WB11 30%CON-2SCOFIELD, CHROMIX - #5234, "SUMMER BIEGE", WITHA-29 TERRA COTTA" (FLASHED LITHOCHROMEHARDNER), AND WITH A WAX SEALER THAT HAS AMINIMUM WET COF OF +/-,.60 AND A DRY COF OF+/-<.70 WHEN TOP COATED ON THE FINISH CONCRETE.CON-1CON-2CON-2CON-2CON-2CON-208.71008.71015.151515.1515 1/4" = 1'-0"2REFLECTED CEILING PLANGENERAL NOTES:A.ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLANARE FROM FINISHED FACE OF WALL UNLESS NOTEDOTHERWISE.KEYED NOTES:06.200BULKHEAD FRAMING09.511START POINT FOR CEILING GRID, ALIGN WITH WALL ANGLE10.447SIGNAGE - PER OWNER'S SPECIFICATION11.020SUSPENDED SECURITY MONITOR11.402CEILING PROVIDED BY COOLER/FREEZER MANUFACTURER.11.403COOLER/FREEZER LIGHTCEILING SYMBOL LIST:EXTERIOR GOOSENECK LIGHTINGEXTERIOR LIGHT FIXTURETRACK WITH COMPACT FLUORESCENT12" x 48" PARABOLIC FLUORESCENT24" x 48" PARABOLIC FLUORESCENT24" x 48" ACRYLIC LENSE FLUORESCENTCOOLER/FREEZER LIGHTEMERGENCY LIGHTINGSUPPLY AIR DIFFUSERRETURN AIR GRILLEEXHAUST OR RELIEF AIR VENTFLUSH MOUNTED CLG. OUTLET @ 10'-0" o.c.CEILING ELEVATIONCEILING MATERIALCEILING FINISHEMERGENCY FIXTURES,REFER TO LIGHTING PLANSECURITY CAMERAPVM MONITORCEILING MATERIAL:TYPE: ARMSTRONG CLEAN ROOVL 4'x2'x5/8" (WHITE) SUSPENDEDACCOUSTICAL CEILING TILEGRID: CHICAGO METALLIC GRID-EXPOSED GRID SYSTEM(FLAT WHITE)REFER TO DETAIL X/SHT X FORINSTALLATIONTYPE: 5/8" GYPSUM BOARD,SMOOTH FINISH(FRAMING: 2x4 @ 16" o.c.)TYPE: 5/8" MOISTURE RESISTANTGYPSUM BOARD, SMOOTH FINISHCEILING FINISH:CI # A1807 - "WATER CHESTNUT"COLOR: BP HIGH HIDING WHITEICI BP HIGH HIDING WHITE(CUSTOM)CT-1GB-1GB-2P-2C-11Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1
AABBCCDEFGHIJKLMNOPPPQRSSSTTPOSPOSPOSOPT.2" HANDSINK3" CO2"3 COMPARTMENTSINKGREASETRAP3" MOPSINK3" CO3" COFLOORSINK3"3"3"3"4" CO3" CO2" VANITY3" TOILET2" URINAL3"TO SEWER MAINPLUMBING SCHEMATICN.T.S.G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A2.22800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLEQUIPMENT LAYOUT PLANRevision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1 1/4" = 1'-0"1EQUIPMENT LAYOUT PLAN
5' - 0"22' - 5"8' - 0"3' - 9 1/2"4' - 6"6' - 0"6' - 6"SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPEPROPERTY LINE07.10007.55507.55507.751CU-1CU-215.830ROOFATTICACCESSHATCHEDGE OF OVERHANG5/125/125/125/125/125/125/125/125/125/125/125/12.25 / 12.25 / 1207.71007.71007.7102-3-3-DSDSDSDS1' - 2 1/2"1' - 2"1' - 2 1/2"DETAIL 10 SHT A6.0METAL COPINGWRAP ROOF MEMBRANE UP KICKERSUPPORT AND UP PARAPET WALLUNDER FLASH CAPPROVIDE ROOF VENT MIN. OF (3)EVENLY SPACED PER EVERYKICKER SPACE., INSTALLATION PERVENT TECHNICAAL INSTRUCTIONS.KICKER BRACING. REFER TOSTRUCTURAL DRAWINGS.12" MIN.BATT INSULATIONREFER TO ROOF PLAN FOR DIM. 1' - 4"EXTERIOR FINISH -REFER TO EXTERIORELEVATIONSOVERFLOWDOWNSPOUT - ASPER PLUMBINGSPECIFICATIONSDOUBLE PLATE FORTRUSS BEARING -REFER TO TRUSSCALCULATIONSBATT INSULATIONUNDER KICKERENCLOSUREKICKERENCLOSURE -REFER TO DETAIL2 THIS SHEETEXTERIORDAMOVERFLOWROOF DRAINWITH STRAINERPRIMARY ROOFDRAIN WITHSTRAINERFLASHING CLAMP & GRAVELSTOPROOFING SYSTEM OVERRIGID INSULATION OVERSTRUCTURAL SHEATHINGWATER CUTOFF MASTICDECK CLAMPINSULATE ROOF DRAINBODIES & LEADERSPRIMARY ROOF LEADERTRUSSES - REFER TOSTRUCTURALSHEETSNOTES:1.DIMENSION FOR 6" ROOF DRAIN FROMBOTTOM OF DECK TO BOTTOM OF PIPESHALL BE A MAXIMUM OF 15".2.DIMENSION FOR 8" ROOF DRAIN FROMBOTTOM OF DECK TO BOTTOM OF PIPESHALL BE A MAXIMUM OF 15".2.DIMENSION FOR 10" ROOF DRAIN FROMBOTTOM OF DECK TO BOTTOM OF PIPESHALL BE A MAXIMUM OF 20".2x8 LEDGER W/SIMPSONHANGER2x4 LEDGER W/SIMPSONHANGER2x44x8STRUCTURALPOSTBUILDING WALLG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017As indicatedA3.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLROOF PLAN 1/4" = 1'-0"1ROOF PLANGENERAL NOTES:A.REFER TO SPECIFICATIONS FOR ROOF SYSTEM . INCLUDINGGUARANTEES, CURBS,FLASHING, AND ETC.B.REFER TO ROOFING MANUFACTURERS WRITTENINSTRUCTIONS AND DETAILS FOR ROOFING SYSTEMINSTALLATION. CONTRACTOR TO PROVIDE COMPLETEROOFING PACKAGE PER MANUFACTURERRECOMMENDATIONS.C.ROOF ASSEMBLY SHALL COMPLY WITH UL-19 AND FMCLASS "B" RATINGS INCLUDING COPINGS, FLASHING,PARAPET WALL, AND ROOF SYSTEM.D.DO NOT STOCKPILE EQUIPMENT OR MATERIALS ON THEROOF STRUCTURE UNLESS APPROVED IN WRITING BY THEARCHITECT, STRCTURAL ENGINEER, AND/OR TRUSSMANUFACTURER.E.REFER TO PLAN FOR ROOF TOP EQUIPMENT LOCATIONPLAN (BY MECHANICAL CONTRACTOR).F.REFER TO MANUFACTURER FURNISHED SCHEDULES FOREQUIPMENT SPECIFICATIONS.G.GENERAL CONTRACTOR IS TO PROVIDE TEMPORARYCONSTRUCTION PERIMETER GUARDRAIL TO COMPLY WITHTHE CODE OF FEDERAL REGULATIONS 29 CFR 1926.SUBPART M, GUARDRAIL TO BE 42" HEIGHT AND BE ABLETO WITHSTAND 200 POUNDS AT THE TOP EDGE.H.REFER TO DETAIL 10 SHEET A6.0 FOR MECHANICAL SCREENSUPPORTS AND VENT PIPES. ALL OTHER ROOFPENETRATIONS ARE ONLY TO BE THROUGH THE CURBSNOTED 07.555KEYED NOTES:05.521TIE-OFF ANCHOR07.100FOR ROOF SLOPE REFER TO STRUCTURAL DRAWINGS. 1/4" PER FOOT MIN.07.1014x8 TRELLIS SUPPORT - DETAIL 4 THIS SHEET07.102TRELLIS @ 12" o.c.07.559PROVIDE ROOF CURBS AT ALL MECHANICAL EQUIPMENT07.6206" PRE-FINISHED 22 GA. METAL07.710SHOP FORMED PREFINISHED METAL COPING CAP07.719ROOF CRICKET10.304SATELITE ON BALLASTED CURB. REFER TO DETAILSHEET A6.010.730OVERFLOW DRAIN15.736RTU15.737OPTION 15 - 3'-0" TALL MECHANICAL SCREEN AT REAROF BUILDING - REFER TO DETAIL SHT. A6.015.751CONDENSER CURBS, REFER TO DETAIL SHT A6.015.830EXHAUST FAN THROUGH ROOF,REFER TO SHEET A6.0.ROOFING:TYPE: FULLY ADHERED EPDM SYSTEM RUBBERGUARDECO WHITE OR GREY BY: FIRESTONE (OR EQUAL)BY: FIRESTONE (OR EQUAL)UL 790 - ASTM E-108ROOF INSULATION:MIN. 3" POLYISOCYANURATETYPE: COMPOSITION ASPHALT ROOFINGBY:RF-1RF-2 3/4" = 1'-0"2CRICKET DETAIL 3/4" = 1'-0"3DOWNSPOUT DRAIN DETAIL 1/2" = 1'-0"4TRELLIS DETAILRTURF-1RF-1RF-2RF-2RF-2GUTTERGUTTERGUTTERRevision ScheduleRevisionNumberRevision Description RevisionDate
CONSTRUCTIONFLOOR PLAN0"ROOF PLAN12' - 0"EQEQEQEQBBBBBBBACCCCDDDDDDEFFCGHHIIJJKKKLLMMMMH512512512NNNOOO7' - 6"1' - 6"9' - 0"10' - 11"5' - 3 1/2"6' - 2"5' - 3 1/2"10' - 11"TEMPTEMPTEMPTEMPMIN. 50 PERCENT (50%) TRANSPARENT WINDOWS AND/OR DOORS BETWEEN 4' AND 8' ABOVE GROUNDEXISTING ANDPROPOSED ELEVATIONOVERALL BUILDING HEIGHT22' - 9"CONSTRUCTIONFLOOR PLAN0"ROOF PLAN12' - 0"JJBBBNNO512KDDFFHHIG2' - 0"7' - 0"7' - 6"1' - 6"6' - 0"3' - 0"ALL TANSPARENT CLEAR GLAZING5' MIN. WIDTH PLANTING BEDREFER TO SHEET A2.0Level 8-1' - 6"EXISTING ANDPROPOSED ELEVATIONCONSTRUCTIONFLOOR PLAN0"ROOF PLAN12' - 0"JJNNOKDFG512Level 8-1' - 6"EXISTING ANDPROPOSED ELEVATIONCONSTRUCTIONFLOOR PLAN0"ROOF PLAN12' - 0"16' - 2"J512512512OOONEXISTING ANDPROPOSED ELEVATIONG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A3.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLBUILDING ELEVATIONS 1/4" = 1'-0"1FRONT ELEVATION - SUNSET 1/4" = 1'-0"2LEFT SIDE ELEVATION NE 10TH STREET 1/4" = 1'-0"3RIGHT SIDE ELEVATION 1/4" = 1'-0"4REAR ELEVATIONKEYNOTES:ASIGNAGE BY SIGN CONTRACTOR (UNDER SEPERATE PERMIT)BALUMINUM STOREFRONT SYSTEM CLEAR TRANSPARENT GLASS TEMPEREDC6x8 P.T. COLUMNSDEXTERIOR RATED GOOSENECK LED DOWNLIGHTEOPTIONAL - AUTOMATIC BI-PARTING ENTRANCE DOORS.FP.T. TRELLIS OR METAL WRAPPED W/ 10 MIL. TEMPERED GLAZING AWNING - BEHR PPU24-1 BLACK MOCHA FLATGCONCRETE SIDEWALKHPAINTED CMU (RALF LAUREN SPECIALTY (SU62 DIEGO))IMETAL TRELLIS W/ WALL APPROVED CLIMBING GREENJNEW PAINTED 4x8 SMOOTH FIBER CEMENT HARDIE W/ VINYL REGLETON/ RAINSCREEN - PER MANUFACTURERS INSTALLATION GUIDELINES -COLOR (VALSPAR 318-3 (DRIED MOSS))KNEW HORIZNTAL CERTAINTEED MONOGRAM 5" DUTCHLAP W/RAINSCREEN - PER MANUFACTURERS INSTALLATION GUIDELINES -COLOR TERRA COTTAL3-COAT STUCCO - (DUNN EDWARDS (DE5492) SILVER FERN)MPREFABRICATED TERRA COTTA PLANT POTSNMETAL COPING - BEHR PPU24-1 BLACK MOCHA FLATOCOMPOSITION ROOFING - INSTALL PER MANUFACTURER'SRECOMMENDATIONSNOTES:DOORS SHALL BE READILY OPENABLE FROM THE EGRESSSIDRE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT.IN A3, B,F, M AND S OCCUPANCIES, KEY LOCKING HARDWAREMAY BE USED AT THE MAIN ENTRY DOORS, PROVIDE A SIGN INCONTRASTING LETTERS OF 1 INCH OR MORE IS PROVIDED ATTHE DOORS STATING: "THIS DOORTO REMAIN LOCKED WHENOCCUPIED".PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOODBASE SHEATHING.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL ORPUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGEDDOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDINGDOORS. COMPENSATING DEVICES OR AUTOMATIC DOOROPENERS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TOOPERATE THE DOOR MAY BE INCREASED TO THE MINIMUMALLOWABLE BY THE APPROPRIATE ADMINISTRATIVEAUTHORITY, NOT TO EXCEED 15 POUNDS.ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO ANDUSABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIEDWITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONALDIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TOPERSONS ALONG APPROACHING PEDESTRIAN WAYS.THE BOTTOM 10 INCHES OF ALL DOORS TO HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BEOPENED BY A WHEELCHAIR FOOT REST WITHOUT CREATING ATRAP OR HAZARDOUS CONDITION.Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1
30"X48"60"X60"PAPER TOWEL DISP./TOILETRESTROOM CLEAR FLOORSPACESINKURINAL30"X48"30"X48"SPACEREQUIREDITEMPUSH SIDE OF 3'-0" DOOR48"X48"PULL SIDE OF 3'-0" DOOR60"X54"FRONTAPPROACHLATCHSIDEAPPROACHWASTE RECEPTACLEABCDEF18X30 STAINLESS STEEL FRAMED MIRRORRECESSED COMBINATION PAPER TOWELDISPENSER AND WASTE RECEPTACLE1-1/2" DIA. CONCEALED MOUNTING, SATIN FINISHSATIN FINISH STAINLESS STEELSINGLE ROLL(SURFACEMOUNT.),SATINFINISHSOAPDISPENSERSANIT.NAPKIN DISP.PAPER TOWEL DISP./WASTE RECEPTACLEG1F1E1BOBRICK#B-3944BOBRICKBOBRICK#B-270#B-2111ITEMTOILET PAPER DISP.RESTROOM ACCESSORIES1BMIRRORCD21GRAB BARUTILITY HOOKQTYA1MARK#B-165BOBRICKBOBRICKBOBRICK#B-68061830#B-6707MANUF.BYOTHERSID.#DESCRIPTIONWALL MOUNTED, SATAN FINISH,STAINLESS STEELCONTAINER, VANDAL-RESISTANT LID, STAINLESSSTEEL LATHER VALVE,CAPACITY:40FL.OZ8' - 9"7' - 1"3' - 2" R.O. 1' - 0"DDAFGEBCEAFDUNISEXB3' - 5 1/2"7' - 1"CFEQUIPMENT/CONTROL ROOMUNISEXEQUIPMENT/CONTROL ROOM10" MIN.8' - 9"2' - 0"MAX.3' - 0"MIN.1' - 0"1' - 0" 3' - 6"2' - 8" 1' - 8"MIN.1' - 6".2' - 10"40" MAX.SOAP DISPENSER4' - 0" MAX.15.08006.11306.11306.113FEBAGFRP-3GB-2WP-19' - 6"3' - 4"WP-11' - 6"1' - 5"GRAB BAR MAX.3' - 0"06.1137' - 1"FRP-3GB-2D9' - 6"3' - 4" 1' - 6"8' - 9"3' - 10"06.113FRP-3GB-2WP-19' - 6"7' - 1"15.080WP-1FRP-3GB-2SINK BTM.2' - 5"10"12" MIN.2' - 2"4' - 6 1/2"9' - 6"7' - 1"15.080WP-1FRP-3GB-2SINK BTM.2' - 5"10"12" MIN.2' - 2"4' - 6 1/2"9' - 6"3P-29.2605' - 0"10.451G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 3/8" = 1'-0"A4.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLINTERIOR ENLARGED BATHROOM PLANRESTROOM NOTES:A.DIMENSIONS FOR LOCATIONS OF FIXTURES ANDEQUIPMENT ARE FROM FINISH FACE OF WALL.B.RESTROOM LAYOUTS ARE DESIGNED TO MEET A.D.A.REQUIREMENTS OF ACCESSIBILITY. ANY DISCREPANCY ORCHANGE IN LAYOUT MUST BEB ROUGHT TO THE ATTENTIONOF THE ARCHITECT.C.DETAIL PLAN OF RESTROOMS REPRESENTS LOCATION OF QREQUIRED ACCESSORIES.D.RESTROOM ACCESSORIES ARE TO BE PROVIDED ANDINSTALLED BY THE GENERAL CONTRACTOR.E.PROVIDE STAINLESS STEEL FINISH FOR ALL RESTROOMACCESSORIES UNLESSNOTED OTHERWISE.F.INSTALL RESTROOM ACCESSORIES WITH SCREWS ORBOLTS EXTENDING AT LEAST 1" INTO SOLID BLOCKING.G.ALL PIPES BELOW ACCESSIBLE LAVATORIES TO BEWRAPPED WITH INSULATION.H.REFER TO WALL LEGEND ON SHEET A2.0 FOR WALLCONSTRUCTION.I.FOR EQUIPMENT PLAN REFER TO SHEET.J.FOR EQUIPMENT SCHEDULE REFER TO SHEET.K.CONTRACTOR TO ADHERE TO ALL DIMENSIONS REQUIREDFOR ADA.L.PRIME GYPSUMBOARD PRIOR TO INSTALLATION OFGRAPHICS.M.PROVIDE CLEAR PLASTIC CORNERGUARDS AT EDGES BELOW6'-0".KEYNOTES:06.113CONTRACTOR TO PROVIDE BLOCKING AS REQUIREDFOR ALL ACCESSORIES AND SHELVING, DASHED LINES ON ELEVATIONS REPRESENT APPROXIMATE LOCATION OF BLOCKING.06.1202x LEDGER06.201PAINT PLYWOOD PER SPECIFICATION09.260CLEAR PLASTIC CORNERGUARDS09.262APPLY GYPSUM TO 4" FROM COOLER DOOR. FINISH EDGE WITH JMOLDINGAND CAULK.10.451HANDICAPPED RESTROOM SIGNAGE. REFER TO DETAIL XX.11.4533/4" PARTITION WITH PLASTIC LAMINATE FINISH L-3. RADIUS CENTER SUPPORT LEG WITH REAR TOP NOTCH AT CENTER SUPPORTS.15.080PROVIDE ADA PIPE WRAP ON ALL EXPOSED PIPING.16.100REFER TO ELECTRICAL SHEETS FOR SPECIFICATIONS.SUBSTRATE:TYPE: 5/8" GYPSUM BOARDTYPE: 5/8" MOISTURE RESISTANTGYPSUM BOARD, SMOOTH FINISHTYPE: 5/8" PLYWOODTYPE: 5/8" MDO PLYWOODGB-1GB-2PLY-1PLY-2WALL FINISH:COLOR:WHITEBY:KEMLITE(85) OR MARLITE(FRS100G)COLOR:ALMONDTYPE:LASCOBOARD WP 4'x8'(0.090"THICK) COLOR:ALMONDTYPE: MARLITE C118-G44, WITH SCOREDGRID PATTERNFRP-1FRP-2FRP-3 3/8" = 1'-0"1ENLARGED RESTROOM PLAN 3/8" = 1'-0"2BATHROOM WALL ELEVATION 1 3/8" = 1'-0"3BATHROOM WALL ELEVATION 2 3/8" = 1'-0"4BATHROOM WALL ELEVATION 3 3/8" = 1'-0"5BATHROOM WALL ELEVATION 4 3/8" = 1'-0"6BATHROOM WALL ELEVATION 5ACCESSORIES FOR RESTROOMS SHALL BE BOBRICK WASHROOMEQUIPMENT. INC. OR APPROVED EQUAL UNITS SHALL BEINSTALLED PLUMB AND LEVEL. BE FIRMLY ANCHORED. AND BE INSTRICT ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS.ALL TOILET, URINALS, SINKS AND RELATED FLUSHOMATICFIXTURES SHALL BE MIN. AMERICAN STANDARD "COMMERCIALGRADE" OR APPROVED EQUAL AS DIRECTED BY OWNER.Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1
DETAILWOMENMENUNISEXDOT DIAMETER.059 INCHESINTER-DOT SPACING.090 INCHESHORIZONTAL SEPARATIONBETWEEN CELLS.241 INCHESVERTICAL SEPARATIONBETWEEN CELLS.395 INCHESLITERARY BRAILLE STANDARD DIMENSIONS:234TACTILE EXITSIGNEXIT ROUTESIGNWOMEN'SACCESSIBLEMEN'SACCESSIBLEUNISEXACCESSIBLERESTROOMSACCESSIBLENON-ACCESSIBLERESTROOMACCESSIBILITYSIGN24" MIN. EXTERIOR AND 18" MIN. INTERIORBEYOND STRIKE EDGE OF A GATEOR DOOR ON THE SIDE TOWARD WHICHIT SWINGS36" TO 42"LEVEROR U SHAPEDHANDLE10" MIN.BOTTOMRAIL OR KICKPLATERUBBERBUMPER ONCHAIRWHERE INDICATED, A NARROW FRAME WITH ABEVELED TOP EDGE (30 DEGREE MAXIMUMBEVEL TO VERTICAL PLANE) INSTALLED ATTHE BOTTOM OF A GLASS DOOR (WITH NOSIDE FRAMES) MAY BE USED IN LIEU OFPROVIDING THE REQUIRED 10-INCHUNINTERRUPTED SURFACE AT THE BOTTOMOF THE DOOR.CORRESPONDINGGRADE II BRAILLE3'-4"EXITROUTEEXITRESTROOMSMENWOMEN RESTROOMSMENHANDICAPPEDACCESSIBLERESTROOM ONFIRST FLOORREQUIRED CLEAR SPACEREQUIRED CLEAR SPACEELEVATION - AELEVATION - BELEVATION - CPLANVESTIBULE PLANRAMP LANDING ATDOORWAY PLANCORRIDOR PLANELEVATION - DTOILET SEAT DISPENSERWHERE OCCURSROLL PAPER HOLDERWITHOUT STOPSPAPER TOWELDISPENSERWHITEBLUEWHITE SYMBOLS ANDLETTERS ON A BLUEBACKGROUND, TYPICALCORRESPONDING,GRADE IIBRAILLELETTERING RAISED 1/32"UPPERCASECHARACTERSNOTES:NOTES:ROOM SIGNREQUIRED @ PERMANENTDOORIDENTIFICATION60" TOFIN. FLR.CLMIN9"2' - 3" MIN 2'-5" MIN 2'-10" MIN3' - 4" MAX3' - 6"MAX 6"MAX 8"MIN 17"MIRROR3' - 4" MAX3' - 0"1' - 0"1' - 7"3' - 4"1' - 0" 3' - 6" 17"-19"3' - 4" 1' - 6"1 1/2" DIA. GRAB W/PEENED FINISH & 250 LBSCAPACITY 34" MAX 40" MAX1' - 3"1' - 6"MIN. CLR6' - 0"3' - 0" 6" 17"-19"1' - 7"3' - 0"3' - 4" 1' - 6"2'-0" STANDARD1' - 5" ACCESSIBLECLR2' - 6"1.PROVIDE PRIVACY DOORLOCK WHEN IT IS APRIVATE TOILET OR FORUNISEX USE.2.PROVIDE BLOCKING ASREQUIRED FOR ALLACCESSORIES.3.INSULATE EXPOSED PIPINGOR PROVIDE PULLMANCOUNTER/FACE.4.FAUCETS SHALL BE LEVEROPERATED, PUSH TYPE,OR ELECTRICALLYCONTROLLEDMECHANISMS. SELF-CLOSING VALVES SHALLREMAIN OPEN FOR ATLEAST 10 SECONDS.5.SEAL AROUND ALLRECESSED RESTROOMEQUIPMENT.6.CAULK AROUND JOINT ATBOTTOM OF TOILET ANDFLOOR.7.ALL TOILET PAPERDISPENSERS SHALL BEINSTALLED BETWEEN 7"AND 9" IN FRONT OFWATER CLOSET.TYPICAL RESTROOM ELEVATIONS1/4" = 1'-0"A0-32TYPICAL RESTROOM DOOR SIGNS1/4" = 1'-0"A0-331.ACCESSIBLE SIGNS PER ADA.2.ALL LETTERS AND SYMBOLS SHALL BE RAISED 1/32"3.12" DIAMETER CIRCLE, 1/4" THICK WITH THE COLOR AND CONTRAST BEING DISTINCTLYDIFFERENT FROM THE COLOR OF THE DOOR PER CBC 1115B.64.INTERNATIONAL SIGN OF ACCESSIBILITY, WHITE FIGURE ON BLUE (#15090 FEDERALSTANDARD 595A) BACKGROUND.5.SIGN SHALL BE DISPLAYED AT 60" AFF, CENTERED ON THE DOOR, COLOR AND CONTRASTSHALL BE DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF THE DOOR. TYP. FORMEN'S AND WOMEN'S SIGNS.6.EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED AND CORNERS OF SIGNSSHALL HAVE A MINIMUM RADIUS OF 1/8" PER CBC 1115B.67.12" EQUILATERAL TRIANGLE, 1/4" THICK WITH THE VERTEX POINTING UPWARD AND THECOLOR AND CONTRAST BEING DISTINCTLY DIFFERENT FROM THE COLOR OF THE DOOR.8.LETTERS AND NUMBERALS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASECHARACTERS TO BE ACCOMPANIED BY GRADE 2 BRAILLE.9.BRAILLE DOTS ARE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS.10.BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.11.MOUNTING HEIGHT IS 60" FROM FINISH FLOOR TO THE CENTERLINE OF THE SIGN.NOTES:1.ON DOORWAYSLEADING TO SANITARYFACILITIES, THESYMBOLS TO BEPROVIDED ARE 12"EQUILATERAL TRIANGLEFOR MEN, OR 12"DIAMETER CERCLE FORWOMEN, 1/4" THICK,CENTERED ON DOOR60" ABOVE FLOOR,CONTRASTING COLORWITH DOOR PER CBC1115B.6NOTES:MENDOOR MOUNTED SIGNAGEAPPROPRIATE TO ROOMUSE PER CBC 1115B.6.1,1115B.6.2 AND 1115B.6.2WALL MOUNTED SIGNAGETO BE LOCATED ONLATCH SIDE OF DOORSWING. MOUNT AT 60" TOCENTERLINE OF SIGNFROM FLOOR6"BASELINE OF BRAILLE 48" MINBASELINE OF LETTERS 60" MAXCHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH PER CBC 1117B.5.2CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND ORDARK ON A LIGHT BACKGROUND PER CBC 1117B.5.2VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O"IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THEUPPERCASE LETTER "I" SHALL BE 10% MINIMUM AND 20% MAXIMUM OF THE HEIGHT OF THE CHARACTER PER CBC1117B.5.3CHARACTERS ON SIGNS REQUIRED TO BE ACCESSIBLE SHALL BE SIZED ACCORDING TO THE "VISUAL CHARACTERHEIGHT" TABLE PROVIDED IN CBC 1117B.5.4. THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE LETTER "I".RAISED CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERSACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE PER CBC 1117B.5.5(1)RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH PER CBC 1117B.5.5(2).PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLYBELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHTPER CBC 1117B.5.5(3).BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" AND A MAXIMUM OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS,FLUSH LEFT OR CENTERED, PER CBC 1117B.5.5(4).RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O"IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THEUPPERCASE LETTER "I" SHALL BE 10% MINIMUM AND 20% MAXIMUM OF THE HEIGHT OF THE CHARACTER PER CBC1117B.5.6.CONTRACTED (GRADE 2) BRAILLE SHALL BE USED PER CBC 1117B.5.6.PER CBC 1117B.5.7, MOUNTING HEIGHT SHALL BE 48" MINIMUM, MEASURED FROM THE BASELINE OF THE LOWEST LINEOF BRAILLE, AND 60" MAXIMUM, MEASURED FROM THE BASELINE OF THE HIGHEST RAISED CHARACTERS, ABOVE THEFINISH FLOOR OR GROUND SURFACE.1/4" THICK 12" DIA. 12" 12" DIA.GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE IN FIELD AND PROVIDE NEW AS REQUIRED TO COMPLY WITHAPPLICABLE BUILDING CODES.ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS.SIGNAGE: AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES PER APPLICABLEBUILDING CODE.STRIKE EDGE CLEARANCE AT DOORWAY:PROVIDE AN 18" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF INTERIOR DOORS.PROVIDE A 24" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF EXTERIOR DOORS.PROVIDE A 12" STRIKE EDGE CLEARANCE ON THE PUSH SIDE OF ALL DOORS WHICH HAVE BOTH ALATCH AND A CLOSER.TACTILE EXIT SIGNAGE:A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIORROOM OR A VISUAL EXIT SIGN.GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE INSTALLATIONS AND PROVIDE NEW AS REQUIRED.CHARACTERS, SYMBOLS AND BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALLCONTRAST WITH THE BACKGROUND, EITHER LIGHT ON DARK BACKGROUND OR DARK ON LIGHT BACKGROUND.SIGNS TO INCLUDE BRAILLE AND CHARACTERS AS DEFINED BY CODE.MOUNTING LOCATION SHALL BE SO THAT A PERSON APPROACHING WITHIN 3" OF SIGN DOES NOT ENCOUNTERPROTRUDING OBJECTS OR WITHIN THE SWING OF A DOOR. 10" 8" 7" 7" 6" 3 1/2" 5" 5"TYPICAL ACCESSIBILITY SIGNS1/4" = 1'-0"A0-34SIGN LOCATIONS:ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERYMAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGNDISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED,TO BE VISIBLE TO PERSONS ALONG A PPROACHING PEDESTRIAN WAYS. [SEC. 1117B.5.7 AND 1127B.3]WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED ANDSHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ON THEWALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE,INCLUDING AT LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFEREABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATIONSHALL BE DETERMINED SO THAT THE PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. [SEC. 1117B.5.9]ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATIONPOSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY.INTERNATIONAL SYMBOL OF ACCESSIBILITY:STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.WHITE FIGURE ON BLUE BACKGROUND, COLOR #15090 ON FEDERAL STANDARD #595A.WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BEAPPROVED.BRAILLE:USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCHES ON CENTER IN EACH CELL.0.2 INCHES SPACE BETWEEN CELLS.DOTS RAISED MINIMUM 0.025 INCHES ABOVE BACKGROUND.DOOR CLEAR SPACENOT TO SCALEA0-36 48" MIN 48" MIN36" CLR24" MIN EXTERIOR 18" MIN INTERIOR DOOR WIDTH + 42"NOTES:1.CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRSFROM ROLLING WHEN THE OCCUPANT RELEASES THEWHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT ISALLOWED FOR DRAINAGE.2.WHERE DOORS OPEN ON TO, BUT NOT INTO A CORRIDOR,THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE AMINIMUM OF 48". 48" MIN DOOR WIDTH PLUS24" MIN. EXTERIOR18" MIN. INTERIOR 60" MIN 48" MIN 24" MIN. EXTERIOR18" MIN. INTERIOR48" MIN 54" PREFERRED 36" MIN 12" MIN. IF DOORHAS BOTH ACLOSER AND ALATCHACCESSIBILITY SIGNS NOTESNOT TO SCALEA0-35NOTES:NOTES:1.MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM,EITHER ATTACHED PANEL OR BOTTOM RAIL.2.OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.3.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOTREQUIREDING GRASPING)4.HARDWARE MOUNTED 36" TO 42" AFF.5.MAXIMUM 8.5 LBS EFFOR TO OPERATE EXTERIOR DOOR, 5LBS FOR INTERIOR. DOORSNOT TO SCALEA0-37NOTE 5SEEPERMANENT ROOM SIGNSNOT TO SCALEA0-38FORWARD REACH LIMIT OVER AN OBSTRUCTIONTRANSITION BETWEEN FLOOR FINISHES1/2" MAX. PILE HEIGHTCOMPRESS CARPET1/4" MAX. BELOWTHRESHOLDFIN. FLOOR LEVELTHRESHOLD 1-2"SPOUT SHALL BE WITHIN 3" OFFRONT AND SHALL DIRECTFLOW PARALLEL TO FRONTFLOW SHALL BE A MINIMUM OF4" HIGHCLEARFLOORSPACE27" MIN.36" MAX.6" MIN.18" MIN.MAX.6"32" CLEARFOR SINGLE24" MAX.17"-19"38" - 43"WHEELCHAIR ACCESSIBLESTANDING PERSONRECESSED FOUNTAINSELEVATIONPLANMIN1' - 5"MIN2' - 0"MIN4' - 0"MIN2' - 6"MIN9"2' - 3" MIN 36" MAX 6" MAX8" MAX 17" - 19"NOTES:1.LOCATED IN AN ALCOVE NOT LESS THAN 32" WIDE(SINGLE) AND 63" WIDE (DOUBLE) X 18" DEEP. DRINKINGFOUNTAIN SHALL ACCOMMODATE ALCOVE DIMENSIONS.2.18" - 19" DEPTH OF THE FOUNTAIN.3.CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF27" HIGH BY 8" DEEP UNDER THE FOUNTAIN. (MEASUREDFROM FRONT EDGE.)4.TOE CLEARANCE A MINIMUM OF 9" HIGH BY 17" DEEP.5.LEVER OF PUSH BAR TYPE CONTROL IS LOCATED 6"MAXIMUM FROM FRONT EDGE.6.BUBBLER OUTLET IS LOCATED 6" MAXIMUM FRON FRONTEDGE.7.BUBBLER OUTLET IS LOCATED 36" MAXIMUM HEIGHT FROMFLOOR.8.STREAM FROM BUBBLER IS SUBSTANTIALLY PARALLEL TOFRONT EDGE9.STREAM FROM BUBBLER IS A MINIMUM OF 4" HIGH.10.IN NEW CONSTRUCTION, WHERE ONLY ONE DRINKINGFOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALLBE A DRINKING FOUNTAIN THAT IS ACCESSIBLE TOINDIVIDUALS WHO USE WHEELCHAIRS IN ACCORDANCETIH PLUMBING CODE SECTION 1507.0 AND ONEACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDINGOR STOOPING.NOTES:1.WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY EITHER OF THEFOLLOWING MEANS:THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF A CONTRASTINGCOLOR WITH A TEXTURE THAT CONTRASTS IN RESILIENCY IWTH THE ADJACENT FINISHED FLOORMATERIAL, SO THAT IT CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALLTO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EASHSIDE OF THE FOUNTAIN, ORINSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAINWALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVELFLOOR FINISH. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS.DRINKING FOUNTAINSNOT TO SCALEA0-31056"X60" CLEARAROUND TOILET30"X48" CLEARAROUND LAVATORY36" MIN. GRAB BAR24" VERTICAL GRABBAR42" MIN. GRAB BARTOILET PAPERDISPENSER5'-0" TURNINGRADIUS2CA0-32AA0-32BA0-3MIN. CLR3' - 0"MIN. CLR6' - 4"1' - 3"MIN. CLR5' - 0"1' - 6"TYPICAL RESTROOM PLAN1/4" = 1'-0"A0-31NOTES:1.TACTILE EXIT SIGN IS REQUIRED IN ADDITION TO ILLUMINATED SIGN ABOVE DOOR AT EXIT DOOR.2.APPROVED SELF-LUMINOUS SIGN (0.06 FT. LAMBERTS MIN.).3.BLOCK CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4".LETTERS TO HAVE A WIDTH OF NOT LESS THAN 2" ACCEPT FOR THE LETTER "I", WITH A SPACINGBETWEEN LETTERS OF NOT LESS THAN 3/8".4.CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE BETWEEN CELLS. DOTS SHALLBE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.5.LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPERCASE SANS SERIF TYPE AND SHALL BEACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUTNO HIGHER THAN 2".6.PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THEDOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR.7.LETTERS AND NUMBERS ON SIGNS HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND ASTROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.8.CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARKBACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND).9.CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE OR OTHER NON-GLAREFINISH.THRESHOLDLEVEL CHANGES21MAX 1/4"MAX 1/2"MAX 1/4"NOTES:1.1/2" MAXIMUM TOTAL HEIGHT WITH 1/4"MAXIMUM VERTICAL CHANGE AT EDGE2.1:2 SLOPED BEVEL REQUIRED IF LEVELCHANGE IS OVER 1/4" VERTICAL LEVELCHANGE3.1/4" MAXIMUM VERTICAL LEVEL CHANGETHRESHOLD/LEVEL CHANGESNOT TO SCALEA0-395/8" GYP BD1 1/2" DIA. GRAB BARBLOCKING ASREQUIREDCENTERLINE36" AFF 3"GRAB BAR SECTIONNOT TO SCALEA0-310SEATCOVERDISPENSERGRAB BARSIDEVIEWTOILETPAPERDISPENSERPAPERTOWELDISPENSERMIRRORSIDEVIEWGRAB BAR-42FRONT VIEWGRAB BAR-36FRONT VIEWGRAB BAR-24FRONT VIEWMIRRORFRONTVIEWTOILETPAPERDISPENSERMAX1' - 3"MAX2' - 0"MAX3' - 0"MAX3' - 4"MAX4' - 0"TYPICAL MOUNTING HEIGHTSNOT TO SCALEA0-315GRAB BAR-VERT.SIDE VIEWGRAB BAR-VERT.FRONT VIEWPAPER TOWEL& TRASHFRONT VIEWSANITARYNAPKINFRONT VIEWLIGHTSWITCHFRONT VIEWHAND DRIERFRONT VIEWSOAPDISPENSERFRONT VIEWVENDINGFRONT VIEWFIRE PULLFRONT VIEWTHERMOSTATFRONT VIEWOUTLETFRONTVIEWFORWARD REACH LIMITSFORWARD APPROACHMIN1' - 3"3' - 4" MAX4' - 0"2' - 6"XYZ 48" 30"4' - 0"ZXNOTES:1.'X' SHALL BE <= 25 INCHES, 'Z' SHALL BE>= 'X'2.WHEN 'X' < 20 INCHES, THEN 'Y' SHALL BE48 INCHES MAX.3.WHEN 'X' IS 20 TO 25 INCHES, THEN 'Y'SHALL BE 44 INCHES MAXIMUM.SIDE REACH LIMITSPARALLEL APPROACH2' - 6"4' - 0" 9" 54" 24" 30"MAX 34" 46"SIDE REACH LIMIT OVER ANOBSTRUCTIONACCESSIBILITY REACH LIMITSNOT TO SCALEA0-311FIG. (A) FIG. (B)LOBBYMAX4"MAX 27" 80"MAX 27"WIDTHCLEARAMOUNTANYCANE RANGECANE HITS POST ORPYLON BEFOREPERSON HITS OBJECTFIG. (A)FIG. (B)MAX 27"MAX 27"MAX 12"PROTRUDING OBJECTSNOT TO SCALEA0-313G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A4.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLACCESSIBILITY STANDARDSRevision ScheduleRevisionNumberRevision Description RevisionDate
66' - 3 1/2"9' - 6"11 1/2"15' - 10"31' - 4"9' - 6"31' - 4"15' - 10"17' - 0"6' - 2" 1' - 5 1/2"1' - 6"22' - 4"9' - 6"22' - 9"1' - 10" 8' - 2"22' - 5"22' - 9"16' - 2"8"66' - 3 1/2"8"17' - 0"12' - 2"20' - 1 1/2"ROOFING PER PLANMETALFLASHING/COPINGCRICKETFOAMCORNICEROOF TRUSSESPER STRUCTURALFIREBLOCKING@ 10'-0"INTERVALSSUSPENDED CEILING(REFER TO CEILING PLAN)2x6 WOODSTUDSWALL FINISHON 1/2"STRUCTURALPLYWOODFOUNDATIONPERSTRUCTURALSTOREFRONT7' - 6"1' - 6"5/8" TYPE 'X'GYP. BOARD(ENTIRE WALLAND HEIGHT) 1-HR FIRE RATEDCULTUREDSTONE VENEERSUSPENDED CEILING(REFER TO CEILING PLAN)ROOF TRUSSESPER STRUCTURAL125FOAM ORWOODCORNICEANDCOPINGFIREBLOCKING@ 10'-0"INTERVALS2x6 WOODSTUDSWALL FINISHON 5/8"STRUCTURALPLYWOODFOUNDATIONPERSTRUCTURAL5/8" TYPE 'X' GYP.BOARD (ENTIREWALL ANDHEIGHT) 1-HR FIRERATEDCERAMIC POTTED PLANAT TRELLIS POST BASE -REFER TO PLAN SHEETFOR LOCATIONSPEDESTRIAN LIGHTINGTRELLIS POST PERSTRUCTURALTEMPEREDGLASS CANOPYROOF TRUSSESPER STRUCTURALROOF TRUSSES ORRAFTERS PERSTRUCTURALROOF TRUSSES ORRAFTERS PERSTRUCTURAL125125125SUSPENDED CEILING(REFER TO CEILING PLAN)FOAMCORNICEFIREBLOCKING@ 10'-0"INTERVALS2x6 WOODSTUDSWALL FINISHON 1/2"STRUCTURALPLYWOODFOUNDATIONPERSTRUCTURAL5/8" GYP. BOARDROOF TRUSSESPER STRUCTURALCULTURED STONESURROUND ONPLANTER BOXWOODTRELLISWALLATTACHEDMETALTRELLIS ANDGREEN VINESUSPENDED CEILING(REFER TO CEILING PLAN)5/8" GYP. BOARDROOF TRUSSESPER STRUCTURALROOFING PER PLANROOFING PERPLANROOFING PER PLANFOAMCORNICEFIREBLOCKING@ 10'-0"INTERVALS2x6 WOODSTUDSWALL FINISHON 1/2"STRUCTURALPLYWOODFOUNDATIONPERSTRUCTURAL5/8" GYP. BOARDENG. HEADERPER STRUCTURALROOFING PER PLAN9' - 0"GUTTER PER PLANGUTTER PER PLANSOFFIT DETAIL BYTRUSS MFGTYPICALGUTTER PER PLANSOFFIT DETAIL BYTRUSS MFGTYPICALGUTTER PER PLANGUTTER PER PLANGUTTER PER PLANR-21ALL EXT.WALLSR-21ALL EXT.WALLSR-21ALL EXT.WALLSR-21ALL EXT.WALLSR-21ALL EXT.WALLSR-21ALL EXT.WALLSR-49ALL CEILINGSTABLE C402.1.3ROOFS ATTIC AND OTHERR-49ALL CEILINGSTABLE C402.1.3ROOFS ATTIC AND OTHERR-49ALL CEILINGSTABLE C402.1.3ROOFS ATTIC AND OTHERR-49ALL CEILINGSTABLE C402.1.3ROOFS ATTICAND OTHERSECTION 1SECTION 2SECTION 3SECTION 4CONCRETE SLAB -REFER TO STRUCTURALDRAWINGSCONCRETE SLAB -REFER TO STRUCTURALDRAWINGSCONCRETE SLAB -REFER TO STRUCTURALDRAWINGSCONCRETE SLAB -REFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGSFOOTING FOUNDATIONREFER TO STRUCTURALDRAWINGS4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN4" DIA.PERIMETER DRAIN1' - 6"1' - 6"1' - 5 1/2"1' - 9"2' - 11"1' - 7"Level 8-1' - 6"6' - 2"Level 8-1' - 6"G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A5.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLBUILDING SECTIONS 1/4" = 1'-0"1SECTION THRU BUILDINGRevision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1
6.5'x6.5'1.8mMAXIMUMHEIGHT1.2mINSTALLEDWEIGHT6.0ft.10.0'x10.0'ANTENNAREFLECTORSIZETYPICALBALLASTWEIGHTFROMFLATSURFACEMOUNTBASE48"dia.CIRCULAREFFECTIVEBASEAREAONROOF(INCLUDINGTYPICALBALLAST)920lbS.8.5ft.ANTENNA72"dia.720lbS. 1370lbS.42sq.ft. 100sq.lbS.SYSTEMSPECIFICATIONS530lbS.CIRCULARANTENNAPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGSIMPSON ROOF TRUSS CLIP -DTC NAILS. SHOULD NOT BEDRIVEN COMPLETELY FLUSHAGAINST THE CONNECTIONTO ALL VERTICAL TRUSSMOVEMENT.FASTENERS AS FOLLOWS:BASE: 4-8dSLOT: 2-8d4-EXTEND GYPSUM BOARD6" ABOVE CEILING2x6 CEILING JOISTS @ 16" o.c.LAY-IN ACCOUSTICAL CEILINGTILE. REFER TO REFLECTEDCEILING PLAN2x FIRESTOP5/8" GYPSUM BOARD2x6 STUD WALL @ 16" o.c.2-1/2" SOUND ATTENUATIONBATT INSULATION5/8" GYPSUM BOARD5/8" MOISTURERESISTANT GYPSUMBOARDRESTROOMRETAIL AREASEE A5.09' - 6"4-PREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGSIMPSON ROOF TRUSS CLIP -DTC NAILS. SHOULD NOT BEDRIVEN COMPLETELY FLUSHAGAINST THE CONNECTIONTO ALL VERTICAL TRUSSMOVEMENT.FASTENERS AS FOLLOWS:BASE: 4-8dSLOT: 2-8dEXTEND GYPSUM BOARD6" ABOVE CEILINGLAY-IN ACCOUSTICAL CEILINGTILE. REFER TO REFLECTEDCEILING PLAN2x4 STUD WALL @ 16" o.c.5/8" GYPSUM BOARDDOUBLE 2xTOP PLATE2x BLOCKING AS NEEDED(2) 2x10 HEADER W/2x ABOVE ANDBELOWPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGSIMPSON ROOF TRUSS CLIP -DTC NAILS. SHOULD NOT BEDRIVEN COMPLETELY FLUSHAGAINST THE CONNECTIONTO ALL VERTICAL TRUSSMOVEMENT.FASTENERS AS FOLLOWS:BASE: 4-8dSLOT: 2-8d4-EXTEND GYPSUM BOARD6" ABOVE CEILINGLAY-IN ACCOUSTICAL CEILINGTILE. REFER TO REFLECTEDCEILING PLAN2x FIRESTOP2x4 STUD WALL @ 16" o.c.5/8" MOISTURERESISTANT GYPSUMBOARD4" PREMANUFACTUREDCOOLER/FREEZERWALL/CEILINGCOOLER DOOR, FRAME,AND WALLS BY COOLERSUPPLIER1' - 6"ATTACH GYPSUM BOARD TOFACE OF COOLER/FREEZER -CONSULT WITHMANUFACTURER FORATTACHMENTPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGSIMPSON ROOF TRUSS CLIP -DTC NAILS. SHOULD NOT BEDRIVEN COMPLETELY FLUSHAGAINST THE CONNECTIONTO ALL VERTICAL TRUSSMOVEMENT.FASTENERS AS FOLLOWS:BASE: 4-8dSLOT: 2-8d2x4 STUD WALL @ 16" o.c.DOUBLE 2xTOP PLATE2X BLOCKINGSECURE SUPPORT WIRESTO STRUCTURE(3) TURNS MIN. IN. 1-1/2"(TYP.)VERTICAL - 12 GA. HANGERWIRE @ 4'-0" o.c.NOT TO EXCEED 6' - 0"(4) - 12 GA. SPLAY WIRESSPLAYED 90 DEG. FROMEA. OTHER AND 45 DEG.FROM CEILING PLANE8" (MAX.) OR 1/4LENGTH OF DISTANCETO FIRST MAIN.1/4"SUSPENDED ACCOUSTICALCEILING - MAIN RUNNERLAY-IN ACCOUSTICAL CEILINGTILE. REFER TO REFLECTEDCEILING PLANSUSPENDED ACCOUSTICALCEILING - CROSS TEESUSPENDED ACCOUSTICAL CEILING DETAIL AT WALL3/4" EMT - RUN TIGHTTO STRUCTURE12 GA. VERTICALHANGER WIRECOMPRESSION STRUTREQUIRED AT EACHSEISMIC RESTRAINT12'-0" O.C. EACH WAYAND WITHIN 6'-0" OFEACH WALL.4" MIN. LAPDRILL 5/32" HOLE FOR 1/8" BOLT ANDLOCK-NUT. AFTER CEILING AND ALLSYSTEMS ARE INSTALLED AND LEVELED.3/4" EMT NOTCH OVERMAIN RUNNER(4) - 12 GA. SPLAY WIRESSPLAYED 90 DEG. FROMEA. OTHER AND 45 DEG.FROM CEILING PLANE45 DEG. MAX.45 DEG. MAX.(3) TURNS MIN. IN. 1-1/2"(TYP.)SUSPENDED ACCOUSTICALCEILING - MAIN RUNNERSUSPENDED ACCOUSTICALCEILING - CROSS TEE2" MAX.LAY-IN CEILING SUSPENSION SYSTEMFASTEN EQUIPMENT TO CURBWITH LAG SCREWS SET INSILICONE SEALANTTREATED 4x4EQUIPMENT PAD PER ROOFMEMBRANE MANUFACTURERSPECIFICATIONSROOFING SYSTEMOVER RIGIDINSULATION19/32"ADVANTECHROOF SHEATHINGPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGPREFABRICATEDOUTSIDE CORNERPER ROOFMANUFACTURERSPECIFICATIONS24 GA. CAP COVEROVER CURBINTEGRAL CURBNAILER24 GA. METAL COUNTERFLASHING FASTENED @ 6" o.c.WRAP MEMBRANE UP WALLAND TERMINATE UNDERMETAL FLASHINGROOFING SYSTEMOVER RIGIDROOFING SYSTEMOVER RIGID4" MIN.ROOF BASEFLASHING24 GA. CAP COVEROVER CURB19/32"ADVANTECHROOF SHEATHING8" MIN.ROOFING SYSTEMOVER RIGIDINSULATIONPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURAL DRAWINGSFOR LAYOUT AND SPACINGPIPE CLAMPS PERMECHANICALSPECIFICATIONSROOF BASEFLASHINGFLASHING BOOT FULLYBEDDED IN SEALANT PERROOF MANUFACTURERSPECIFICATIONSPIPE CLAMP ON PRE-FORMED 60 MIL. EPDM BOOTVENT PIPEANTENNA MASTBALLAST BYANTENNACONTRACTOR -SEE TABLEFOR WEIGHTSEQUIPMENT PADPER ROOFMEMBRANEMANUFACTURERSPECIFICATIONSANTENNAFRAME6" TYP.1.5 x 1.5 x 3/16 ANGLEWELDED TO POST22 GA. METAL DECKWELDED TO ANGLES -PAINT PER OWNER'SSPECIFICATIONS1-1/2" SCH 40 PIPE @8'-0" O.C. FOR 3' HIGHSCREEN 2" SCH 80PIPE 6' HIGH SCREEN -PAINT1.5 x 1.5 x 3/16 ANGLEWELDED TO POSTWATERPROOFINGPLUG1.5 x 1.5 x 3/16 ANGLEWELDED TO POSTWATERPROOFINGPLUG22 GA. METAL DECKWELDED TO ANGLES -PAINT PER OWNER'SSPECIFICATIONS1-1/2" SCH 40 PIPE @8'-0" O.C. FOR 3' HIGHSCREEN 2" SCH 80PIPE 6' HIGH SCREEN -PAINTROOFING SYSTEMOVER RIGIDINSULATIONROOFING SYSTEMOVER RIGIDINSULATIONPREFABRICATED WOODTRUSSES - REFER TOSTRUCTURALDRAWINGS FOR LAYOUTAND SPACING1-1/2" U-BOLT FOR 3' HIGHSCREEN, 2" U-BOLT FOR 6'HIGH SCREENROOF BASEFLASHINGFLASHING BOOT FULLYBEDDED IN SEALANT PERROOF MANUFACTURERSPECIFICATIONSPIPE CLAMP ONPRE-FORMED 60 MIL.EPDM BOOT1-1/2" U-BOLT FOR 3' HIGHSCREEN, 2" U-BOLT FOR 6'HIGH SCREEN1-1/2" U-BOLT FOR 3' HIGHSCREEN, 2" U-BOLT FOR 6'HIGH SCREEN1-1/2" U-BOLT FOR 3' HIGHSCREEN, 2" U-BOLT FOR 6'HIGH SCREENG. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017As indicatedA6.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLTYPICAL DETAILS 3/4" = 1'-0"1INTERIOR WALL SECTION 3/4" = 1'-0"2WALL SECTION AT HEADER 3/4" = 1'-0"3WALL SECTION AT COOLER/FREEZER 1" = 1'-0"4TRUSS/BLOCKING ATTACHMENT TOWALL 1/2" = 1'-0"5TYPICAL CEILING DETAILS 6" = 1'-0"6CONDENSER UNIT CURB DETAIL 3" = 1'-0"7MECHANICAL UNIT CURB DETAIL 3" = 1'-0"8FLASHING BOOT DETAIL 3" = 1'-0"9SATELLITE SUPPORT DETAIL 1 1/2" = 1'-0"10EQUIPMENT SCREEN DETAILRevision ScheduleRevisionNumberRevision Description RevisionDate
CONSTRUCTIONFLOOR PLAN0"ROOF PLAN12' - 0"CCCCDDDDFFCHHIJJKKKLLH512NNNOOOMIN. 50 PERCENT (50%) TRANSPARENT WINDOWS AND/OR DOORS BETWEEN 4' AND 8' ABOVE GROUND'H' PAINTED CMU LOW WALL AND PLANTER'J' PAINTED SMOOTH HARDIE CEMENT PANEL - MAIN BODY'L' PAINTED SMOOTH HARDIE CEMENT PANEL -ACCENT SIGNAGE WALL'O' CERTAINTEED PRESIDIO METAL ROOFING - SLATE'F' AND 'N' WOOD AND METAL TRIM COLOR'K' HORIZNTAL CERTAINTEED MONOGRAM5" DUTCHLAP - TERRA COTTALevel 8-1' - 6"G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 980041B17001464APRIL 24/2017 1/4" = 1'-0"A6.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLBUILDING COLOR MAP AND MATERIAL DETAILS 1/4" = 1'-0"1FRONT ELEVATION - SUNSET COLORRevision ScheduleRevisionNumberRevision Description RevisionDate
G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 98004S1.02800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLGENERAL STRUCTURAL NOTESRevision ScheduleRevisionNumberRevision Description RevisionDate1.00.143/.49D.33/.96DLIGHT FRAME36843.001.502.003.501025
66' - 3 1/2"33' - 0"2' - 6"11' - 0"22' - 0"33' - 0"8"13' - 6"11' - 11 1/2"18' - 2 1/2"10' - 5 1/2"13' - 6"1' - 8"2' - 6"8' - 6"2' - 6"8"8"2' - 6"8' - 6"2' - 6"6' - 6"2' - 6"21' - 6"10' - 4"10' - 5"10' - 0"10' - 0"10' - 0"10' - 0"9' - 10"10' - 2"11' - 4"4' - 8 1/2"Level100'-0" TYP.3_ _ _2_ _ _3_ _ _3_ _ _4_ _ _2_ _ _TOP OF SLABBOT. OF FTG97' - 8"BOT. OF FTG97' - 8"06.10406.10402.34002.34003.300TYP.TYP.03.30003.800TYP.06.10406.10406.10406.10406.10606.10606.10606.30806.30806.30806.30906.30906.30906.3095_ _ _5_ _ _3' - 0"3' - 0"3' - 0"3' - 0"12' - 7"3' - 0"TO KING COUNTY STANDARDS36"G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 98004As indicatedS1.12800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLFOUNDATION PLAN 1/4" = 1'-0"1FOUNDATION PLANRevision ScheduleRevisionNumberRevision Description RevisionDate 1 1/2" = 1'-0"2TYPICAL FLOOR CONTROL JOINT DETAIL2 1/2" = 1'-0"3TYPICAL PERIMETER FOOTING 1/2" = 1'-0"4FOUNDATION AT DOORS 1/2" = 1'-0"5FOUNDATION AT STOREFRONT 1/2" = 1'-0"6TYPICAL HOLDOWN DETAIL 1/2" = 1'-0"7TYPICAL WOOD POST FOOTING 1" = 1'-0"8EDGE DISTANCE FOR ANCHOR BOLTS 1/2" = 1'-0"9TYPICAL BOLLARD3'x3'x18" PAD FTG.788
ROOFATTICACCESSHATCH5S1.310_ _ __ _ __ _ _4_ _ _2_ _ _3_ _ _585S1.35S1.3XS-15S1.3_ _ _55S1.3_ _ _3_ _ _85S1.32-PLY TRUSS2-PLY TRUSSDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFDESIGN TRUSSES FORADDITIONAL DEAD LOAD 300 PLFNOTE:ROOF TRUSS MANUFACTURER SHALL SUBMITWASHINGTON STATE STAMPED ENGINEERED TRUSSDRAWINGS TO ENGINEER OF RECORD PRIOR TOFABRICATION4x4 BLOCKING@ 32" o.c. (TYP)4x4 BLOCKING@ 32" o.c. (TYP)4x4 BLOCKING@ 32" o.c. (TYP)4x4 BLOCKING@ 32" o.c. (TYP)4x4 BLOCKING@ 32" o.c. (TYP)4x4 BLOCKING@ 32" o.c. (TYP)ENGINEERED MANUFACTURED TRUSSES30" DEEP SLOPING FLAT TRUSSES @ 32" o.c.OR ENG. ROOF TRUSSES @ 24" o.c. (EQUIV)2x8 RAFTERS @ 16" o.c. (TOWER)2x6 RAFTERS @ 16" o.c. (TOWER)2x8 RAFTERS @ 16" o.c. (TOWER)06.17306.119OR06.17306.119OR06.17306.119OR06.1736REFER TO S1.3 FORSHEAR SCHEDULEREFER TO SHEETA1.1 FOR HOLDOWNLOCATIONS6666L= 66' - 3 1/2"L= 32' - 4"L= 18' - 4"L= 13' - 6"L= 13' - 6"6x6POST6x6POST6x6POST6x6POST3/1.75"x11.88" LVL 2.0E (CONT)3/1.75"x11.88" LVL 2.0E (CONT)11'-0"T.O.BRG.TRUSS COMPANYTO EXTEND LEG UP2x SOFFIT(WHERE OCCURS)TRUSS COMPANYTO EXTEND LEGDOWN FOR SOFFIT11'-0"T.O.BRG.11'-0"T.O.BRG.TRUSS COMPANYTO EXTEND LEG UP2x SOFFIT(WHERE OCCURS)TRUSS COMPANYTO EXTEND LEGDOWN FOR SOFFITSIMPSON HUS24HANGERHEADER PER PLANA2.02x8G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 98004As indicatedS1.22800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLROOF FRAMING PLANRevision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1 1/4" = 1'-0"1ROOF FRAMING PLAN 1/2" = 1'-0"2FRONT WALL @ STOREFRONT 1/2" = 1'-0"3FRONT WALL @ TOWER 1/2" = 1'-0"4FRONT WALL AT CANOPY 1/2" = 1'-0"5SIDEWALL @ TRUSS 1/2" = 1'-0"6SHEAR TRANSFER AT TOWER (CLGPERP TO WALL) 1/2" = 1'-0"7SHEAR TRANSFER AT TOWER (CLGPARALLEL TO WALL) 1/2" = 1'-0"8SHEAR TRANSFER @ TOWER (NOCEILING) 1" = 1'-0"9PARAPET TOWER TOP PLATE CORNERDETAIL 1" = 1'-0"11SHEAR WALL CONNECTION @ CORNERDETAIL 1/2" = 1'-0"10REAR WALL AT TRUSS25 PSF (SNOW)(REFER TO SHEET A2.0)SCHEDULE SHEET A1.03 SHEET S1.3
G. MerkelMarch 29 - 20171603 116TH Ave NESheetDate:Drawn By:Scale:Client:Suite 115Bellevue, WA 98004As indicatedS1.32800 NE SUNSET BLVD RENTON, WA 98056RENTON SUNSET SHELL C - STORESUNSET SHELLFRAMING DETAILS 1Revision ScheduleRevisionNumberRevision Description RevisionDate 1/2" = 1'-0"1TYPICAL COLUMN SECTION 3/4" = 1'-0"2DOUBLE PLATE SPLICE DETAIL 1 1/2" = 1'-0"3BRIDGING DETAIL 3/4" = 1'-0"4SUPPORT PERP TO TRUSS 3/4" = 1'-0"5SUPPORT PERP TO TRUSSES 1/2" = 1'-0"8FRAMING ELEVATION AT EXTERIOROPENINGS 3/4" = 1'-0"6BRIDGING LAP DETAIL 1 1/2" = 1'-0"7CUTTING AND NOTCHING SHEARWALL/PLUMBING 3/4" = 1'-0"9SUPPORT PARALLEL TO TRUSS 1 1/2" = 1'-0"10LEDGER DETAIL 3/4" = 1'-0"11TRIPLE LVL NAILING PATTERN 1/2" = 1'-0"12TYPICAL SHEAR WALL CONSTRUCTIONREFER TO SHEET S1.1 FOUNDATION PLAN FOR HOLDOWN LOCATIONS AND SHEET S1.2 FOR SHEAR WALL LOCATIONS