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16._02_230222 ARB Architectural Drawing Set_Land Use Submittal Correction 2
NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:22 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA0.1 TITLE SHEET 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2PROJECT NAME: ARB FLAGSHIP STORE TENANT IMPROVEMENT & CHANGE OF USE PROJECT ADDRESS: 720 RAINIER AVENUE S RENTON, WA 98057 PROJECT DESCRIPTION: USE OF THE PROPERTY AND SCOPE OF THE DEVELOPMENTPROPOSES TO REMODEL THE EXISTING BUILDING FOR ARB, WITHLIMITED FAÇADE IMPROVEMENTS (PRIMARILY SIGNAGE), NEW MAINENTRY ADDITION (213 SF), NEW TRAINING ROOM ADDITION (650 SF),AND NEW 1-STORY ADDITION (6,332 SF). THE EXISTING 498 SFMEZZANINE WILL BE USED FOR STORAGE. THE EXISTING 9,570 SFBUILDING WILL BE THE PROPOSED ARB FLAGSHIP STORE THATWOULD INCLUDE ON-SITE RETAIL SALES OF VEHICLE ACCESSORIES.THE 1-STORY ADDITION TO BE USED FOR THE ONSITE VEHICLEACCESSORIES INSTALLATION AND GARAGE STORAGE. ACCESS TOTHE SITE IS PROPOSED TO REMAIN VIA RELOCATED DRIVEWAYCURB CUT OFF RAINIER AVE S. PARCEL NUMBER: 192305-9053 LEGAL DESCRIPTION: LOT 1 LESS HWY PER DEED REC #20110815000477 OF RENTON LLALUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4 OWNER: ARB USA 4810 D STREET NW, SUITE 103 AUBURN, WA 98001 425.264.1391 x1374 CONTACT: JEFF BLAKE jblake@arbusa.com ARCHITECT: BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) CONTACT: KEVIN BRODERICK kevin@broderickarchitects.com 1. ALL GENERAL NOTES GIVEN HEREIN APPLY TO ALL ALLIED TRADES FOR THE PROJECT AMENDEDELSEWHERE TO INCLUDE ISOLATED CONDITIONS 2. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OFTHE WORK AND ARE PARTLY DIAGRAMMATIC THEY ARE NOT INTENDED TO BE SCALED. 3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALLBE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPTWHERE A DIFFERENT DETAIL IS SHOWN. 4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS,CONDITIONS, AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALLREPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT BEFORECOMMENCING WORK. 5. CONTRACTOR AND SUBCONTRACTORS SHALL OUT THEIR WORK FROM ESTABLISHED REFERENCEPOINTS AND BE RESPONSIBLE FOR ALL LIINES, ELEVATIONS AND MEASUREMENTS IN CONNECTIONWITH THEIR OWN. 6. PROTECTION: A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THEBUILDING CODE HAVING JURISDICTION AND ALL LOCAL,STATE, AND FEDERAL LAWS.B. PROVIDE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THEWORK. REMOVE WHEN WORK IS COMPLETED.C. PROVIDE AND MAINTAIN GUARD LIGHTS AND BARRICADES AT ALL AREAS OF WORKADJACENT TO PUBLIC WAYS OR PUBLIC SPACES.D. AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS, OR HEAT) SOAS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE.E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKSAND TO STREETS OR OTHER PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES. 7. CONTRACTOR AGREES THAT HE WILL HOLD THE OWNER, ARCHITECT AND/OR ANY OF THEIREMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE CLAIMS WHICH MAY ARISE BYREASON OF ANY NEGLIGENCE ON PART OF THE CONTRACTOR, ANY OF HIS SUBCONTRACTORSAND/OR SUBCONTRACTOR'S MATERIALS AND EQUIPMENT SUPPLIERS AND/OR ANY OF THEIREMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT; AND IN CASE ANY ACTION ISBROUGHT BEFORE THEREOF AGAINST THE OWNER, ARCHITECT AND/OR ANY OF THEIR EMPLOYEESOR AGENTS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, ANDUPON HIS FAILURE TO DO SO ON PROPER NOTICE, OWNER, ARCHITECT AND/OR ANY OF THEIREMPLOYEES OR AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTSTHEREOF TO CONTRACTOR. 8. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHERDOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH OMISSIONSOR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THEEVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLEFOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THESAME. THE CONTRACTOR SHALL HAVE ALL ITEMS OR DETAILS CLARIFIED WITH THE ARCHITECTPRIOR TO SUBMITTING A BID; OTHERWISE THE ARCHITECT'S INTERPRETATION SHALL BE FINAL. 9. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THEARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS,SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES,DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT BEFOREPROCEEDING WITH THE WORK. 10. ALL WOOD WALL DIMENSIONS GIVEN ARE TO EXTERIOR FACE OF FRAMING. LIGHT GA STEEL WALLSARE DIMENSIONED TO CL OF FRAMING. 11. SOME CONNECTIONS INDICATED ON THE DRAWINGS ARE SCHEMATIC. SECURE ALL COMPONENTSRIGIDLY TO STRUCTURE AND EACH OTHER. USE FASTENERS DESIGNED FOR EACH INSERVICECONNECTION. 12. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS. INCLUDEADDITIONAL DETAIL, DIRECTLY FROM ARCHITECT. 13. WASTE MATERIAL AND RUBBISH FROM DEMOLITION AND ALTERATION OPERATIONS SHALL BEREMOVED FROM SITE AS RAPIDLY AS POSSIBLE AND SHALL NOT BE ALLOWED TO ACCUMULATE ONPREMISES. DISPOSAL OF MATERIALS WILL BE AT THE DISCRETION OF THE CONTRACTOR. OPENFIRES WILL NOT BE PERMITTED FOR DISPOSAL OF WASTE. CONTRACTOR SHALL PROVIDE ANEXTERIOR AREA TO COLLECT ALL DEMOLISHED NOT TO BE REUSED. THIS AREA SHALL BE SAFEAND UN-OBSTRUCTING THE BUILDING FUNCTION AND THE OWNER'S DAILY BUSINESS OPERATIONS. 14. EXISTING UTILITY LINES INDICATED OR NOTED ON THE DRAWINGS ARE SHOWN AS OBTAINED FROMEXISTING INFORMATION AND ARE PROBABLY INCOMPLETE AND ONLY APPROXIMATE IN LOCATION.THE CONTRACTOR SHALL TAKE EXTREME CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINESAND/OR HARM TO PERSONNEL ENGAGED IN WORKING IN THE AREA. 15. GLAZING TO BE INSULATED GLASS LABELED WITH NFRC CERTIFIED U-VALUE, AND MEETING THEREQUIREMENTS OF THE ENERGY CODE. @ AT & AND º DEGREE Ø DIAMETER # POUNDS AB ANCHOR BOLTABV ABOVEACT ACOUSTICAL TILEA/E ARCHITECT / ENGINEERAFF ABOVE FINISH FLOORALUM ALUMINUMALT ALTERNATEANSI AMERICAN NATIONALSTANDARD INSTITUTEARCH ARCHITECT ORARCHITECTURAL BD BOARDBLK'G BLOCKINGBLDG BUILDINGBM BEAMBTU BRITISH THERMAL UNITBUR BUILT UP ROOF CB CATCH BASINCJ CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONF CONFERENCECONC CONCRETECONT CONTINUOUSCOORD COORDINATECPT CARPET CT CERAMIC TILE CW COLD WATER d PENNYDBL DOUBLRDEG DEGREEDEMO DEMOLISH ORDEMOLITIONDF DOUGLAS FIRDIAM DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDG DOUBLE GLAZINGDTL DETAILDS DOWNSPOUTDW DISH WASHER (E) EXISTINGE EAST OR EXISTINGEA EACHEIFS EXTERIOR INSULATIONFINISH SYSTEMELECT ELECTRICALEXT EXTERIORELEV ELEVATIONEQUIP EQUIPMENTEQ EQUALEW EACH WAYEXIST EXISTING FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET PNL PANEL PROP PROPERTY PT PRESSURE TREATED PTD PAINTED R RISER OR RADIUS RA RETURN AIR RAD RADIUS RCP REFLECTED CEILING PLAN REINF REINFORCING REQD REQUIRED RM ROOM RO ROUGH OPENING S SOUTHSA SUPPLY AIRSC SOLID CORESCHED SCHEDULESD STORM DRAINSECT SECTIONSF SQUARE FEETSIM SIMILARSPEC SPECIFIED ORSPECIFICATION SST STAINLESS STEELSTC SOUND TRANSMISSIONCOEFFICIENTSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSYS SYSTEM T TREAD OR TEMPEREDT&G TOUNGUE ANDGROOVETB TOWEL BARTOW TOP OF WALLTEMP TEMPEREDTHK THICK OR THICKNESSTHRU THROUGHTOPO TOPOGRAPHIC MAPTPD TOILET PAPERDISPENSERTYP TYPICAL UNO UNLESS NOTEDOTHERWISEUTIL UTILITY VCT VINYL COMPOSITIONTILEVERT VERTICLEVEST VESTIBULEVTR VENT THROUGH ROOFVTO VENT TO OUTSIDE W WESTW/ WITHWC WATER CLOSETWD WOODWDW WINDOWWF WIDE FLANGEWG WIRE GLASSWH WATER HEATERW/O WITHOUTWP WATERPROOFWSEC WASHINGTON STATEENERGY CODEWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESH YD YARD FF FINISH FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FTG FOOTING FT FOOT OR FEET FURN FURNITURE GA GAUGE OR GAGEGALV GALVANIZEDGL GLASSGLB GLUE LAMINATED BEAMGLZ GLAZINGGYP GYPSUMGWB GYPSUM WALL BOARD HB HOSE BIBHC HOLLOW COREHDWD HARDWOODHDR HEADERHDW HARDWAREHF HEM-FIRHGT HEIGHTHM HOLLOW METALHR HOURHW HOT WATER IBC INTERNATIONALBUILDING CODEID INSIDE DIAMETERIFC INTERNATIONAL FIRECODEIN INCHESINSUL INSULATIONINT INTERIORIPC INTERNATIONALPLUMBING CODEIRC INTERNATIONALRESIDENTIAL CODE LAM LAMINATELAV LAVATORYLB POUNDSLF LINEAR FEETLT LIGHTLWC LIGHT WEIGHTCONCRETE MATL MATERIALMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMIR MIRRORMISC MISCELLANEOUS NEC NATIONAL ELECTRICALCODE(N) NEWN NORTH OR NEWNIC NOT IN CONTRACTNO. NUMBERNOM NOMINALNRC NOISE REDUCTIONCOEFFICIENTNTS NOT TO SCALE OC ON CENTEROPNG OPENING PL PROPERTY LINE OR PLATE P LAM PLASTIC LAMINATE PLYWD PLYWOOD JURISDICTION: CITY OF RENTON ZONING: CA – COMMERCIAL ARTERIAL LOT AREA: 37,702 SF (0.87 ACRES) HEIGHT: 22'-10' (PROPOSED) PARKING: 31 STALLS (TOTAL PROPOSED) 21 EXISTING + 3 NEW + 7 GARAGE PER RMC 10-10-13 & 4-4-080 LOT COV. CALCULATIONS:(E) LOT COVERAGE 9,570 = 25.4%MAX. LOT COVERAGE 24,506 = 65.0% MAX PROPOSED ADDITION: (N) 1-STORY INSTALL = 6,332 SF (N) ADDITION ROOM = 650 SF (N) MAIN ENTRY = 213 SF TOTAL PROPOSED ADD. = 7,195 SF PROPOSED LOT COV: 9,570 + 7,195 = 16,765 SF (44.5%) (BELOW 65% MAX LOT COVERAGE) SETBACK REQUIREMENTS:FRONT YARD 15' MIN.REAR YARD NONESIDE YARD NONE (EXCEPT IF ADJACENT TO LOT ZONED RES PER RMC 4-2-120A) COMPLIANCE PATH: EXISTING (SINGLE) BUILDING NUMBER OF STORIES: 1 STORY (NO CHANGES) HEIGHT: 45.3' TO ROOF 47.3' TO PARAPET GROSS SF: 17,263 GSF (PROPOSED) TYPE OF CONSTRUCTION: V-A OCCUPANCY TYPE: GROUP M (MERCANTILE): RETAIL GROUP F-1 (MODERATE HAZARD FACTORY INDUSTRIAL) SPRINKLERS: YES BLDG AREA SUMMARY: EXIST. NEW PROPOSED GROUND FLOOR: 9,570 SF + 7,195 SF GROUND FL MEZZANINE 498 SF + 0 . TOTAL BUILDING 10,068 SF + 7,195 SF 17,263 SF APPLICABLE CODES: RENTON MUNICIPAL CODE LAND USE 2018 CITY OF RENTON BUILDING CODE 2018 CITY OF RENTON ENERGY CODE 2018 CITY OF RENTON FIRE CODE ENERGY CODE: 2018 WSEC CLIMATE ZONE: MARINE 4 COMPLIANCE PATH: PRESCRIPTIVE. FULLY CONDITIONED COMMERCIAL ADDITION(S). MINIMUM INSULATION REQUIREMENTS PER R-VALUE METHOD ADDITIONS: NEW PORTIONS OF THE BUILDING ENVELOPE MUST COMPLY WITH THE PROVISIONS OF THE ENERGY CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION TO COMPLY WITH THE [CURRENT] CODE. ALTERATIONS: EXPOSED FRAMING CAVITIES EXPOSED DURING CONSTRUCTION ARE TO BE FILLED TO FULL DEPTH WITH INSULATION HAVING A MIN. NOM. VALUE OF R-3.0 PER INCH. INSULATION (MIN. R-VALUE): ROOF - ABOVE DECK R-38 ci ROOF - METAL BLDG R-25 + R-11 LS ROOF- ATTIC & OTHER R-49 WALLS - MASS R-9.5 ci WALLS - METAL BLDG R-19 ci or R-13 + R-13 ci WALLS - STEEL FRAMED R-13 + R-10 ci WALLS - WOOD FRAMED & OTHER R-21 int or R-15 + R-5 ci std NOTE: BELOW GRADE WALLS - SAME AS ABOVE GRADE WALL FLOOR - MASS R-30 ci FLOOR - WOOD FRAMING R-30 FLOOR - STEEL JOISTS R-38 + R-10 ci UNHEATED SLAB R-10 PERIMETER, EXTEND 2' DOWNWARD OR HORIZONTALLY. NOT REQ'D TO EXTEND BELOW TOP OF FOOTING. HEATED SLAB R-10 UNDER ENTIRE SLAB & PERIMETER ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION, INCLUDING CORNERS, HEADERS, RIM JOISTS, AND THE JUNCTION OF FOUNDATION TO SILL PLATE. FLOOR INSULATION SHALL BE INSTALLED IN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLOOR - AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. EXTERIOR DOORS: SWINGING DOORS U 0.37 MAX. U-FACTOR NON-SWINGING DOORS U 0.34 MAX. U-FACTOR GARAGE DOOR <14% GLAZING U 0.31 MAX. U-FACTOR VERTICAL FENESTRATION: TO COMPLY WITH DEFAULT PRESCRIPTIVE REQUIREMENTS, TOTAL BUILDING'S VERTICAL FENESTRATION MUST BE 30% OR LESS OF GROSS ABOVE-GRADE WALL AREA. MAX U-FACTORS: FIXED OR OPERABLE 0.30 MAX. U-FACTOR ENTRANCE DOORS 0.60 MAX. U-FACTOR SHGC: UNLESS SHADING ELEMENTS OR ROOF OVERHANGS ARE PROVIDED, USE MAX. SHGC VALUE OF 0.64 (WORST CASE). WHERE SHADING IS PROVIDED, CALCULATE PF VALUE (PROJECTION FACTOR) PER WINDOW AS FOLLOWS: PF = A/B, WHERE 'A' = HORIZ. DIST. FROM VERTICAL GLAZING TO FURTHEST EXTREMITY OF OF SHADING DEVICE AND 'B' = VERT. DIST. FROM BOTTOM OF GLAZING TO UNDERSIDE OF SHADING DEVICE. MAX. SHGC IS THEN DETERMINED FROM TABLE BELOW: ORIENTATION: S,E,W N PF <0.2 0.40 SHGC 0.53 SHGC 0.2≤ PF < 0.5 0.48 SHGC 0.58 SHGC PF >0.5 0.64 SHGC 0.64 SHGC SKYLIGHTS: TO COMPLY WITH DEFAULT PRESCRIPTIVE REQUIREMENTS, TOTAL BUILDING'S SKYLIGHT AREA SHALL NOT EXCEED 5% OF THE TOTAL BUILDING GROSS ROOF AREA. SKYLIGHTS 0.50 MAX. U-FACTOR 0.35 MAX. SHGC NOTE: MIN. SKYLIGHT FENESTRATION AREA REQ'D FOR CERTAIN SINGLE STORY BUILDINGS OVER 2,500 SF WITH 15' OR GREATER CEILING HEIGHTS IN 75% OR MORE OF THE BUILDING. (SOME EXCEPTIONS) AIR LEAKAGE: TESTING REQUIRED: A CONTINUOUS AIR BARRIER MUST BE INSTALLED IN THE BUILDING ENVELOPE. ALL BREAKS OR JOINTS IN THE AIR BARRIER WILL BE SEALED. TESTING IS REQUIRED TO ENSURE LEAKAGE RATE OF NOT MORE THAN .40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GUAGE (2.0L/S M2 AT 75PA) IN ACCORDANCE WITH ASTM E779... LIGHTING FIXTURES: RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT, IC RATED IN ACCORDANCE WITH ASTM E283 WITH NO MORE THAN 2.0 CU FT PER MINUTE AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY, AT 1.57 PSF PRESSURE (75 Pa) DIFFERENCE AND SHALL BE LABELED. ALL RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND INTERIOR WALL OR CEILING COVERAGE. ELECTRICAL: ALL ELECTRICAL WORK SHALL FULLY COMPLY w/ 2018 WSEC LIGHTING: OCCUPANCY SENSORS, DAYLIGHT CONTROLS, & EXTERIOR LIGHTING CONTROLS REQUIRED. SEE NOTES ON SITE LIGHTING & REFLECTED CEILING PLANS SHEETS. NOTE: ALL EXTERIOR LIGHTING SHALL BE DIRECTED AWAY FROM ADJACENT USES AND PARCELS PER SMC 23.47A.022. RECEPTACLES: MIN 50% OF 125V 15A & 20A RECEPTACLES INSTALLED IN PRIVATE OFFICES, OPEN OFFICES, CONFERENCE ROOMS, COPY / PRINT ROOMS, BREAK ROOMS, INDIVIDUAL WORKSTATIONS & CLASSROOMS, SHALL HAVE CONTROLLED RECEPTACLES, EITHER: SPLIT RECEPTACLES w/ TOP RECEPTACLE CONTROLLED, OR: CONTROLLED RECEPTACLE LOCATED w/IN 12" OF EACH UNCONTROLLEDRECEPTACLE. CONTROLLED RECEPTACLES SHALL BE VISIBLY DIFFERENTIATED w/ STANDARD SEATTLE ELECTRICAL CODE SYMBOL. RECEPTACLES SHALL BE CONTROLLED w/ OCCUPANT SENSORS OR TIME CONTROLS. COMMISSIONING: COMMISSIONING NOT REQUIRED PER C408.3 EXCEPTION: TOTAL INSTALLED LIGHTING LOAD IS < 20 kW & TOTAL INSTALLED LIGHTING LOAD w/ OCCUPANCY SENSORS ORDAYLIGHT CONTROLS IS < 10 kW. LAST UPDATED 5/24/17 (GRAY OUT UNUSED REQUIREMENTS W/ PEN #94 SO THEY'RE VISIBLE FOR REFERENCE) 1. MECHANICAL2. ELECTRICAL3. PLUMBING PROJECT NOTES GENERAL NOTES ABBREVIATIONS PLANNING NOTESBUILDING NOTES COMMERCIAL ENERGY NOTES COMMERCIAL DEFERRED SUBMITTALS VIEW TOWARDS ENTRY (RENDER FOR REFERENCE ONLY) 720 RAINIER AVENUE S • RENTON, WA 98057 ARB FLAGSHIP STORE TENANT IMPROVEMENT & CHANGE OF USE A0.1 A0.2 A0.3 A0.4 A0.5 A1.0 A1.1 A1.2 A2.0 A2.1 A2.2 A2.3 A2.4 A2.5 A3.0 A4.0 A4.1 L1.0 C1.0 C2.0 C3.0 TITLE SHEET SITE PLAN SITE SURVEY DEMOLITION PLAN PARKING PLAN & CALCULATIONS GROUND FLOOR PLAN ROOF PLAN REFLECTED CEILING PLAN EXT ELEVATIONS SECTION DETAILS & SCHEDULES FACADE CALCULATIONS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS EXT. DETAILS TRASH ENCLOSURE PLAN EXTERIOR RENDERINGS EXTERIOR SIGNAGE DETAILS LANDSCAPE PLAN UTILITIES PLAN DRAINAGE CONTROL PLAN GRADING PLAN SHEET INDEX NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:22 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA0.2 SITE PLAN 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2UP A A A AA A A A A A A A A A A A A A A A A A A A A 50.50'9.00' 7 2.00' 9.00' 17.00' COMPACT STALLS36.00 ' 18.00' 42.50' 7 COMPACT S TALLS (3 0% MAX)20.38'18' MIN.AISLE16.00' 18.00' 11.00' ADA9.00'9 .00'16.00' MI N.23.30'31.00'22.01'2.67'21.89'30.00'14.83'10.00'4 4.48' 51 .5 1' 4 5.0 0' 47 .03 ' 8.96 '20.05' 14.98'29.62'(5' MIN. CLR)10.67' 28.00' REQ. TURNING RADIUS 20'-0" MIN.20.00' MIN.REQ. FIRE LANE47.00' 10 3.00 ' 150.00' REQ. T OTAL FIRE LA N E 12 8.00 ' 150.00' HOSE TOTAL 14.00'8 . 0 0 ' 150.00' HOSE TOTAL 20.00' MIN. 28.00'REQ. TURNING RADIUS 71.51' UNPROTECTED 6 7 . 4 7 '1.07'0' REQ'DSIDE YARD SETBACK37.00'0' REQ'D SI DE YARD SETBACK4 .70'0 ' R E Q 'D R E A R Y A R D S E T B A C K 24.82'15' MIN. REQ'DFRONT YARD SETBACK c = 6 0. 7 1'C = 2 6' (E) CONCSIDEWALK (E) CONCDRIVEWAYRELOCATED (E) CONC SIDEWALK 40' OUTER RADSHOWN, TYP 20' INNER RAD SHOWN, TYP (E) CANOPYTO REMAIN (E) CANOPYTO REMAIN REFUSE AREA MIN. 175 SF REQ'DPER TABLE A 23.54.040 SEE SHEET A2.3 FOR MORE INFO (N) LANDSCAPING (E) SIGNAGETO BE REMOVED (N) LANDSCAPING (E) VAULTTO REMAIN (E) CURBMODIFIED COMPACT PARKING STALLSMAXIMUM NUMBER OF COMPACT SPACESOUTSIDE OF THE UC ZONES NOT TO EXCEEDTHIRTY PERCENT (30%) (Ord. 5030, 11-24-2003)PER RMC 4-4-080-F8c VAN ACCESSIBLE PARKING SPACEONE VAN MINIMUM ACCESSIBLE SPACE PER RMCTABLE 4-4-080-F8g.VAN SPACE TO BE 132" MIN. WIDE WITH 60" MIN.ACCESS AISLE PER ANSI ICC A117, 1-2009, §502.2. (N) 60" MIN. HIGH ACCESSIBLE SIGNIDENTIFYING VAN SPACE MUST INCLUDE THETERM "VAN ACCESSIBLE"PER ANSI §502.7. (E) PROPERTY LINE PROPOSED PLATERSTRIP WITH STREETTRESS, BUSHES, &LIGHTING MATCH EXISTINGCURB, PLANTINGSTRIP, & SIDEWALK 9' UTILITY EASEMENT MATCH EXISTINGCURB, PLANTINGSTRIP, & SIDEWALK 10' WATER EASEMENT (N) LANDSCAPING 2" CAL. TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLELEAF LINDEN 2" CAL. TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLELEAF LINDEN EX. POLE LIGHT EX. POLE LIGHT EX. 7" TILIA AMERICANA/ AMERICAN BASSWOOD CITY OF RENTON STREET FRONTAGE LANDSCAPE REQUIREMENT: 10' ON-SITE LANDSCAPING 6'-0" FENCE, TYP. 6'-0" FENCE, TYP. (N) 4-0" FENCE &ENTRY GATE (N) BOLLARDS (N) BENCHES (N) ADDITION 1 STORY BLDG AREA: 6,332 SF 26242626 26 PL 222.24'PL 81.83'7.73'6.65'P L 3 1 2.3 3' P L 1 2 6.6 5' 8.16'RAINIER AVE SZONED CA / AUTO MALL AREA B 120° 120°TEMP CONSTEASEMENTCOMPACT COMPACT COMPACT COMPA CT COMPACT COMPACT COMPACT 25 26 27 28 29 30 31 5.00'8.00'1.00'a = 102.18'A = 26'b = 205.82'B = 26' 633.5 sq ft PROPOSED RIGHT-OF-WAYDEDICATION LINE PROPOSED 10' PERMITERLANDSCAPING SCREEN WITHMINIMUM 2" LINEAL FEET OFSTREET FRONTAGE 6'-0" FENCE, TYP. (E) COMMERCIAL BLDG 1 STORY + MEZZANINE BLDG AREA: 9,570 SF 720 RAINIER AVENUE S APN: 192305-9053 INTERIOR REMODEL & CHANGE OF USE (E) USE: VEHICLE SALES (WALKER'S RENTON MAZDA) (N) USE: RETAIL SALES (ARB) (N) ADDITION BREAK ROOM 650 SF (N) ADDITIO N M AIN E NTRY 213 SF FF EL=26.0'ROOF EL=45.3' 26 B LD G 1 .1'S WBLDG1.2 'S W LES SCHWAB TIRE CENTERPARCEL #: 1923059044NEIGHBORING PROPERTYZONED CA / AUTO MALL AREA B P A R C E L #: 1 9 2 3 0 5 9 0 6 3 N EI G H B O RI N G P R O P E R T Y Z O N E D C APL 75.05'P A R C E L #: 1 9 2 3 0 5 9 0 3 1 N EI G H B O R I N G P R O P E R T Y Z O N E D C A / A U T O MA L L A R E A B P A R C E L #: 1 9 2 3 0 5 9 0 3 5 N E I G H B O R I N G P R O P E R T Y Z O N E D C A (N) TRASH ENCLOSURE 175 SF 1 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 PROJECT NAME: ARB FLAGSHIP STORE TENANT IMPROVEMENT & CHANGE OF USE PROJECT ADDRESS: 720 RAINIER AVENUE S RENTON, WA 98057 PROJECT DESCRIPTION: USE OF THE PROPERTY AND SCOPE OF THE DEVELOPMENTPROPOSES TO REMODEL THE EXISTING BUILDING FOR ARB, WITHLIMITED FAÇADE IMPROVEMENTS (PRIMARILY SIGNAGE), NEW MAINENTRY ADDITION (213 SF), NEW TRAINING ROOM ADDITION (650 SF),AND NEW 1-STORY ADDITION (6,332 SF). THE EXISTING 498 SFMEZZANINE WILL BE USED FOR STORAGE. THE EXISTING 9,570 SFBUILDING WILL BE THE PROPOSED ARB FLAGSHIP STORE THATWOULD INCLUDE ON-SITE RETAIL SALES OF VEHICLE ACCESSORIES.THE 1-STORY ADDITION TO BE USED FOR THE ONSITE VEHICLEACCESSORIES INSTALLATION AND GARAGE STORAGE. ACCESS TOTHE SITE IS PROPOSED TO REMAIN VIA RELOCATED DRIVEWAYCURB CUT OFF RAINIER AVE S. PARCEL NUMBER: 192305-9053 LEGAL DESCRIPTION: LOT 1 LESS HWY PER DEED REC #20110815000477 OF RENTON LLALUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4 OWNER: ARB USA 4810 D STREET NW, SUITE 103 AUBURN, WA 98001 425.264.1391 x1374 CONTACT: JEFF BLAKE jblake@arbusa.com ARCHITECT: BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) CONTACT: KEVIN BRODERICK kevin@broderickarchitects.com JURISDICTION: CITY OF RENTON ZONING: CA – COMMERCIAL ARTERIAL LOT AREA: 37,702 SF (0.87 ACRES) HEIGHT: 22'-10' (PROPOSED) PARKING: 31 STALLS (TOTAL PROPOSED) 21 EXISTING + 3 NEW + 7 GARAGE PER RMC 10-10-13 & 4-4-080 LOT COV. CALCULATIONS:(E) LOT COVERAGE 9,570 = 25.4%MAX. LOT COVERAGE 24,506 = 65.0% MAX PROPOSED ADDITION: (N) 1-STORY INSTALL = 6,332 SF (N) ADDITION ROOM = 650 SF (N) MAIN ENTRY = 213 SF TOTAL PROPOSED ADD. = 7,195 SF PROPOSED LOT COV: 9,570 + 7,195 = 16,765 SF (44.5%) (BELOW 65% MAX LOT COVERAGE) SETBACK REQUIREMENTS:FRONT YARD 15' MIN.REAR YARD NONESIDE YARD NONE (EXCEPT IF ADJACENT TO LOT ZONED RES PER RMC 4-2-120A) A LANDSCAPE LIGHT STAMPED CONCRETE A A FEC 0" W1 ELEVATION MARKER SECTION MARKER DETAIL MARKER CONSTRUCTIONASSEMBLY TYPE FLOOR ELEVATION FIRE EXTINGUISHER NO WORK IN SHADED AREA NEW INTERIOR WALL EXISTING WALL TO REMAIN DOOR TAG WINDOW TAG 02 02 NEIGHBORHOOD DETAILED MAP 1" = 20'1 PROPOSED SITE PLAN 0 10'20'40' PARCEL INFORMATION PLANNING NOTES SITE PLAN LEGEND LEGEND 1" = 200' SITE NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:22 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA0.3 SITE SURVEY 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2RAINIER AVE SS 7TH ST VICINITY MAPN.T.S.TOPOGRAPHIC & BOUNDARY SURVEYDATE: DRAFTED BY: CHECKED BY: SCALE: REVISION HISTORY SHEET NUMBER OF TOPOGRAPHIC & BOUNDARY SURVEY BASIS OF BEARINGS LEGAL DESCRIPTION VERTICAL DATUM SURVEYOR'S NOTES LEGEND JOB NUMBER: REFERENCES PARCEL NO. 1923059053ARB FLAGSHIP STORE720 RAINIER AVE SRENTON, WA 9805704/12/2022 JAK JPS/EJG 1" = 20' 1 1 220292SITE N 15025EDWINJ.GREEP R O F E SIONALNDSUVEYORSLARSTATEOFWASHIN G T O N REGISTEREDJR. STEEP SLOPE/BUFFER DISCLAIMER: NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NW NE 19 23N 05E, W.M. KING SCHEDULE B ITEMS NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:22 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA0.4 DEMOLITION PLAN 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15R x 7 1/2"14T x 11"NEW STOREFRONT INFILL WHERE CHIMNEY & HEATER REMOVED (N) FRAMED OPENING (E) CANOPY ABOVE (E) CANOPY ABOVE (E) DOOR TO BE REMOVED AND OPENING TO BE FILLED TO MATCH EXISTING STORE FRONT. (E) DOOR TO BE RELOCATED AND FRAMED OPENING TO BE FILLED (N) FRAMED OPENING & DOOR (E) WINDOWS TO BE REMOVED AND FRAMED OPENING TO BE FILLED (E) DOOR & WALL TO BE REMOVED (N) OVERHEAD GARAGE DOOR LINE OF ADDITION LINE OF ADDITION (E) FRAMED OPENING TO BE FILLED (E) TO BE REMOVED (E) STRUCTURAL TO REMAIN (E) OFFICES TO REMAIN (E) STAIRCASE TO REMAIN STORAGE UNDER STAIRCASE DEMO PORTION OF (E) CANOPY OFFICE OFFICE WORK ROOM OFFICE OFFICE OFFICE CONFERENCE PLAYROOM BREAK ROOM WORK ROOM SHOWROOM IT ELEC MEN'S WOMEN'S CORRIDOR WASH BAYSTOR DISPLAY OFFICE 128 SF OFFICE 114 SF OFFICE 129 SF OFFICE 106 SF CUSTOMER LOUNGE 107 SF A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 B B C C E E G G D D DN (E) STAIRCASE & WALLS TO REMAIN STORAGE 01 01 1/8" = 1'-0"1 1ST FLOOR DEMOLITION PLAN 0 4'8'16' 1/8" = 1'-0"2 MEZZANINE PLAN 0 4'8'16' NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:22 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA0.5 PARKING PLAN & CALCULATIONS 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2PROJECT NAME: ARB FLAGSHIP STORE TENANT IMPROVEMENT & CHANGE OF USE PROJECT ADDRESS: 720 RAINIER AVENUE S RENTON, WA 98057 PROJECT DESCRIPTION: USE OF THE PROPERTY AND SCOPE OF THE DEVELOPMENTPROPOSES TO REMODEL THE EXISTING BUILDING FOR ARB, WITHLIMITED FAÇADE IMPROVEMENTS (PRIMARILY SIGNAGE), NEW MAINENTRY ADDITION (213 SF), NEW TRAINING ROOM ADDITION (650 SF),AND NEW 1-STORY ADDITION (6,332 SF). THE EXISTING 498 SFMEZZANINE WILL BE USED FOR STORAGE. THE EXISTING 9,570 SFBUILDING WILL BE THE PROPOSED ARB FLAGSHIP STORE THATWOULD INCLUDE ON-SITE RETAIL SALES OF VEHICLE ACCESSORIES.THE 1-STORY ADDITION TO BE USED FOR THE ONSITE VEHICLEACCESSORIES INSTALLATION AND GARAGE STORAGE. ACCESS TOTHE SITE IS PROPOSED TO REMAIN VIA RELOCATED DRIVEWAYCURB CUT OFF RAINIER AVE S. PARCEL NUMBER: 192305-9053 LEGAL DESCRIPTION: LOT 1 LESS HWY PER DEED REC #20110815000477 OF RENTON LLALUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4 OWNER: ARB USA 4810 D STREET NW, SUITE 103 AUBURN, WA 98001 425.264.1391 x1374 CONTACT: JEFF BLAKE jblake@arbusa.com ARCHITECT: BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) CONTACT: KEVIN BRODERICK kevin@broderickarchitects.com JURISDICTION: CITY OF RENTON ZONING: CA – COMMERCIAL ARTERIAL LOT AREA: 37,702 SF (0.87 ACRES) HEIGHT: 22'-10' (PROPOSED) PARKING: 31 STALLS (TOTAL PROPOSED) 21 EXISTING + 3 NEW + 7 GARAGE PER RMC 10-10-13 & 4-4-080 LOT COV. CALCULATIONS:(E) LOT COVERAGE 9,570 = 25.4%MAX. LOT COVERAGE 24,506 = 65.0% MAX PROPOSED ADDITION: (N) 1-STORY INSTALL = 6,332 SF (N) ADDITION ROOM = 650 SF (N) MAIN ENTRY = 213 SF TOTAL PROPOSED ADD. = 7,195 SF PROPOSED LOT COV: 9,570 + 7,195 = 16,765 SF (44.5%) (BELOW 65% MAX LOT COVERAGE) SETBACK REQUIREMENTS:FRONT YARD 15' MIN.REAR YARD NONESIDE YARD NONE (EXCEPT IF ADJACENT TO LOT ZONED RES PER RMC 4-2-120A) UP 26242626 26 25 26 27 28 29 30 31 TRAINING / BREAK ROOM601 SF REST RMEXCLUDED REST RMEXCLUDED ELECEXCLUDED IT RMEXCLUDED REST RMEXCLUDED STAIRSEXCLUDED SALES AND STORAGE3,300 SFSALES & NEW ENTRY5,487 SF 94SF PARKINGEXCLUDED PARKINGEXCLUDED PARKINGEXCLUDED PARKINGEXCLUDED PARKINGEXCLUDED AIR COMPEXCLUDED PARKINGEXCLUDEDPARKINGEXCLUDED DRIVEWAY/ LOADINGAREAEXCLUDED DRIVEWAY/ LOADINGAREAEXCLUDED CORRIDOREXCLUDED 93SF60SF60SF 574 SF480 SF 412 SF 94SFFF EL=26.0'ROOF EL=45.3' 26 1 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 WASHEXCLUDED DN MEZZANINE440 SF STAIRSEXCLUDED 02 PARCEL INFORMATION PLANNING NOTES 1" = 20'1 PROPOSED PARKING PLAN 0 10'20'40'1" = 20'2 PROPOSED MEZZANINE 0 10'20'40' PARKING REQUIREMENTS & CALCULATIONS Per RMC 4-11-060 DEFINITIONS F: FLOOR AREA, NET: The total of all floor area of a building, excluding stairwells, elevator shafts, mechanical equipment rooms, interior vehicular parking or loading, and all floors below the ground floor, except when used for human habitation or service to the public. GROSS FLOOR AREA: (EXISTING) (NEW) (PROPOSED) 10,068 SF + 7,195 = 17,263SF GROSS TOTAL FLOOR AREA, NET: SALES & NEW ENTRY 5,487 SF TRAINING / BREAK RM 601 SF SALES AND STORAGE 3,300 SF MEZZANINE STORAGE 498 SF INSTALLATION AREA 1,867 SF TOTAL NET: 11,653 SF NET EXCLUDED FROM FLOOR AREA, NET (PER DEFINITION ABOVE): IT RM 68 SF ELEC RM 40 SF ADA RESRTROOM 63 SF TECH HAND WASH 19 SF MEN'S RESTROOM 108 SF WOMEN'S RESTROOM 107 SF RESTROOM CORRIDOR 100 SF STAIRCASE 61 SF AIR COMP RM 88 SF INTERIOR VEHICULAR PARKING, DRIVEWAY, & LOADING AREAS 4,956 SF TOTAL EXCLUDED: 5,610 SF EXCLUDED Per RMC 10-10-13 & 4-4-080-F10D - Vehicle service and repair (large and small vehicles): A minimum and maximum of 2.5 per 1,000 square feet of net floor area. - Retail sales and wholesale retail sales: A minimum and maximum of 2.5 per 1,000 square feet of net floor area, except wholesale retail sales, which is allowed a maximum of 5.0 per 1,000 square feet of net floor area if shared and/or structured parking is provided. 2.5 stalls = X . , X = 2.5 x 11,653 , X = 29.13 stalls, round up to 30 stalls required 1000 NSF 11,653 SF 1000 31 PARKING STALLS PROPOSED (24 IN PARKING LOT + 7 IN GARAGE) Per RMC 10-10-13 & 4-4-080-F10C c. Modifications: Modification of either the minimum or maximum number of parking stalls for a specific development requires written approval from the Department of Community and Economic Development. (Ord. 5450, 3-2-2009) i. A twenty five percent (25%) reduction or increase from the minimum or maximum number of parking spaces may be granted for nonresidential uses through site plan review if the applicant can justify the modification to the satisfaction of the Administrator. Justification might include, but is not limited to, quantitative information such as sales receipts, documentation of customer frequency, and parking standards of nearby cities. ii. In order for the reduction or increase to occur the Administrator must find that satisfactory evidence has been provided by the applicant. Modifications beyond twenty five percent (25%) may be granted per the criteria and process of RMC 4-9-250D2. NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA1.0 GROUND FLOOR PLAN 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2UP W-16W-17W-13W-07 W-06 *D-09*D-12*D-10*D-07*D-08 D-04 *D-03*D-06 *D-05 W-15W-14*D-13 W-11 W-10W-12 W-09W-08*D-02D-11FGFI 12A 12A 9 9DW+/- 187'-10 3/8"+/- 35'-6 5/8" 15'-8"15'-0"15'-0"16'-0"19'-2"20'-1"19'-2"+/- 90'-9"36'-8"54'-1"59'-11 7/8"58'-11 9/16"95'-2 5/8"27'-10"68'-10 1/4"+/- 102'-7 7/16"72'-0"24'-0"13'-0"27'-0"5'-0"MIN.8'-7"7'-4"5'-0" MIN.5'-0"4'-0" MIN.18'-0"MIN. AISLE WIDTH3'-5 1/4"3' MIN. 19'-7"13'-2"18'-2"13'-2"14'-10"14'-10"9'-7" +/- 5 0'- 6 3 / 8 "4'-0"+/- 11'-9"+/- 1'-4 1/2"+/- 3'-1 3/4"+/- 22'-8 3/8"+/- 17'-8"+/- 35'-10 1/2"3'-7"+/-+/- 45'-11 1/2"+/- 14'-1 1/2"+/- 24'-1 3/4"+ /- 2 0'- 7 " 120° 60° 150° 1 A2.0 4A2.0 3 A2.0 2A2.0 1 A2.1 1 A2.1 5A2.0 4 A2.0 2 A2.1 2 A2.1 1A2.3 2A2.3 3 A2.4 1 A2.4 3 A2.4 2 A2.4 VERIFY (N) BM ABV OR TRUSS AT COL. POINT LOAD 2400 W AUTO DOORS 'ARB' ENTRY PORTAL NEW STOREFRONT INFILL WHERE CHIMNEY & HEATER REMOVED (N) FRAMED OPENING 40' OUTER RAD SHOWN, TYP 20' INNER RAD SHOWN, TYP (E) DOOR TO BE REMOVED AND OPENING TO BE FILLED TO MATCH EXISTING STORE FRONT. (E) DOOR TO BE RELOCATED AND FRAMED OPENING TO BE FILLED (N) FRAMED OPENING & DOOR (E) WINDOWS TO BE REMOVED AND FRAMED OPENING TO BE FILLED (N) OVERHEAD GARAGE DOOR (E) FRAMED OPENING TO BE FILLED (N) METAL AWNINGS ABOVE(N) METAL AWNINGS ABOVE (E) STRUCTURAL TO REMAIN (E) OFFICES TO REMAIN (E) STAIRCASE TO REMAIN STORAGE UNDER STAIRCASE W1 W2 W5W5W5 W3W3 W3W3W 3 W4W4W4W4W4W4W5W6W6W6W5W4 W4 W4W4(E) AWNING ABOVE (N) COL (N) COL (N) COL (N) COL (N) COL(N) COL JAMCOBENCH, TYP SPO10-TA SPO10-TA SPO10-TA SPO10-TASPO12AR18 A LI GN ME N TWA 6 7 X - C MTI R ECHA N G E R T C S 5 3 HTI R E B AL A N C E R S WE 3 2 PROPERTY LINE P R O P E R T Y LIN E SPO10-TA MEN'S RR 108 SF WOMEN'S RR 107 SF IT 68 SF ELEC 40 SF SALES 5,487 SF SALES & STORAGE 3,429 SF CORRIDOR 100 SF INSTALLATION 6,315 SF OFFICE 129 SF OFFICE 106 SF CUSTOMER LOUNGE 107 SF AIR COMP 88 SF A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 10 B B C C E E G G D D 15 15 F F 11 11 12 12 13 13 14 14 9 A2.5 8 A2.5 7 A2.5 8 A2.5 8 A2.5 7 A2.5 W-05W- 0 2 W- 0 3 W- 0 4W-0 1 * D -0 1 W2 TECHHANDWASH 19 SF TRAINING/ BREAK ROOM 601 SF ADA RR 63 SF DN (E) STAIRCASE & WALLS TO REMAIN STORAGE 498 SF A A FEC 0" W1 ELEVATION MARKER SECTION MARKER DETAIL MARKER CONSTRUCTIONASSEMBLY TYPE FLOOR ELEVATION FIRE EXTINGUISHER NOTES: 1. CONTRACTOR SHALL DIVERT AS MUCH OF THE DEMOLISHED MATERIALS FROM THE LANDFILL AS POSSIBLE BY MEANS OF RECYCLING, DONATION, ETC. NO WORK IN SHADED AREA NEW INTERIOR WALL EXISTING WALL TO REMAIN DOOR TAG WINDOW TAG 8" 2" 2"6" 6" 6"2" 4" 6" 4"FRAMINGPER STRL6 1/2"MIN.W1 NON-LOAD BEARING 1 HR EXTERIOR CMU WALL (GARAGE) 8" CMU WALL TO MATCH EXISTING. REFER TO STRUCTURAL DRAWINGS. PAINTED EXTERIOR FINISH. RIGID INSULATION (R-10 MIN.) 4" 20 GA METAL STUDS @ 24" O.C. 5/8" GYPSUM WALLBOARDEXTERIORWALL ASSEMBLIES W2 NON-LOAD BEARING EXTERIOR METAL PARTITION WALL (GARAGE) 2" VERTICAL CORRUGATED METAL PANEL SYSTEM (R-15); 6" 25 GA METAL STUDS @ 24" O.C. w/ BATT INSULATION 5/8" GYPSUM WALLBOARDEXTERIOR W3 NON-LOAD BEARING EXTERIOR METAL PARTITION WALL (BREAK ROOM & NEW ENTRY) 2" EXTERIOR FINISH PER SPEC (R-15); 6" 25 GA METAL STUDS @ 24" O.C. w/ BATT INSULATION 5/8" GYPSUM WALLBOARDEXTERIOR W4 NON-LOAD BEARING EXTERIOR METAL PARTITION WALL (PANEL SYSTEM, TYPICAL) NEW ALUCOBOND® PLUS EXT. PANEL, WHERE NOTED, OTHERWISE PAINT EXPOSED SURFACES PER SPEC.; CONT. SELF-ADHERING WRB MEMBRANE; RIGID INSULATION (R-10 MIN.) 5/8" GYPSUM WALLBOARD 6" 25 GA METAL STUDS @ 24" O.C. w/ BATT INSULATION 5/8" GYPSUM WALLBOARDEXTERIOR W5 NON-LOAD BEARING INTERIOR PARTITION, TYP. (BATH & OFFICE) 5/8" GYPSUM WALLBOARD 6" 25 GA METAL STUDS @ 24" O.C. W/ 2" MINERAL WOOD SOUND BATTS 5/8" GYPSUM WALLBOARD' BATHROOM TILE PER FINISH SCHEDULE ACOUSTIC SEALANT AT PERIMETER AND AT ALL PENETRATIONS W6 NON-LOAD BEARING INTERIOR PARTITION, TYP. 5/8" GYPSUM WALLBOARD 4" 20 GA METAL STUDS @ 24" O.C. 5/8" GYPSUM WALLBOARDINTERIOR INTERIORF1 NEW SLAB ON GRADE, TYP. FLOORING PER FINISH SCHEDULE; 4" REINF. CONC. SLAB W/ 6X6 WL4 X WL4 WWM; 15 MIL V.B.; 4" WASHED CRUSHED ROCK - SEE SPECIFICATIONS FOR ALTERNATE FLOOR ASSEMBLIES NEW ROOF, TYP. 60 MIL TPO ROOFING MEMBRANE; NEW ROOF UNDERLAYMENTNEW 5/8" PLYWOOD SHEATHING w/ NEW 10d @ 6" O.C. EDGE, 12" O.C. FIELDHIGH DENSITY POLYISO TAPERED RIGID INSULATION; OVER MIN. 6 1/2" POLYISO RIGID INSULATION; (TOTAL R-38) 3x T&G DECKING; ROOF FRAMING PER STRUCTURAL 5/8" GYPSUM WALLBOARD R1 ROOF ASSEMBLIES 0101 1/8" = 1'-0"1 PROPOSED GROUND FLOOR PLAN 0 4'8'16' 1/8" = 1'-0"2 MEZZANINE PLAN 0 4'8'16' LEGEND NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA2.0 EXT ELEVATIONS 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 2W-17 W-16 W-15 W-14 D-13 (N) ADDITION +0'-0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF +/- 22'-10"PROPOSED BUILDING HT50'-0" MAX PER RMC 4-2-120A(E) BUILDING (E) BUILDING (N) ADDITION W-12 D-13 W-13 W-11 W-10 D-08 D-07 D-06 D-05 D-04 D-03 E C B +0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF 12'-8 3/4"5'-5 9/16"187654329 (E) BUILDINGADDITION +0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF LENGTH ELEVATIONNORTH FACADE: a = 102' - 2" A = 26'EAST FACADE: b = 195' - 6" B = 26'SOUTH FACADE: c = 81' - 3" C = 26'WEST FACADE: d =234' - 9" D = 26' TOTAL PERIMETER: 613'-8" AVERAGE GRADE = (A x a) + (B x b) + (C x c) + (D x d) = a + b + c + d (2,656.7') + (5,083) + (2,112.5) + (6,103.5) = 613.7 15,955.7 / 613.7 = 26' AVERAGE GRADE AVERAGE GRADE = (A x a) + (B x b) + (C x c) + (D x d) = a + b + c + d (2,656.7') + (5,083) + (2,112.5) + (6,103.5) = 613.7 15,955.7 / 613.7 = 26' AVERAGE GRADE 1 2 3 4 5 6 7 8 G A DBC E +0'-0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF W-09 W-08W-13 W-05 W-04 W-03 W-02 W-01 D-01 (E) BUILDING +0'-0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF (N) ADDITION (E) BUILDINGADDITION 01 1/8" = 1'-0"2 EXT ELEVATION - W 0 4'8'16' 1/8" = 1'-0"1 EXT ELEVATION - S 0 4'8'16' 1/4" = 1'-0"5 ENLARGED EXT ELEVATION - SW 0 2'4'8' 1/8" = 1'-0"4 EXT ELEVATION - E 0 4'8'16' AVERAGE GRADE CALCULATIONS 1/8" = 1'-0"4 EXT ELEVATION - E 0 4'8'16' 1/8" = 1'-0"3 EXT ELEVATION - N 0 4'8'16' NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA2.2 FACADE CALCULATIONS 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 21'-1 1/8" 73'-10 3/4" 1'-1 1/2" 6'-3"4'-0"4'-0"4'-0"4'-0"296 SF 5SF 25 SF5SF (N) ADDITION +0'-0"GROUND FLAVG GRADE +11'-4 1/2"MEZZANINE FL +20'-3"ROOF +/- 22'-10"PROPOSED BUILDING HT50'-0" MAX PER RMC 4-2-120A(E) BUILDING 4'-0"4'-0"11'-10 3/4"16'-8 1/2"9'-7/8"10'-2 1/2"4'-7 1/2"10'-2 1/2" 1'-4 1/2" 16'-8 1/2" 1'-4 1/2" 10'-2 1/2"4'-7 1/2"10'-2 1/2"4'-7 1/2"10'-2 1/2"34'-8 3/8"24'-1 1/8"8'-0" 6" 8'-0" 6" 8'-0" 2'-4 5/8" 3'-2" 1'-2 3/8"4'-0"4'-0"(E) BUILDING (N) ADDITION 48 SF41 SF19 SF41 SF19 SF41 SF6SF67 SF6SF41 SF19 SF41 SF36 SF67 SF9SF10 SF 37SF24 SF24 SF24 SF96 SF139 SF 2 3 4 5 6 7 8 A DBC E 4'-0"4'-0"3'-10 1/16" 8 3/4" 15'-0" 8 3/4" 3'-10 1/16" 15 SF 15 SF3SF3SF60 SF 01 1/8" = 1'-0"2 EXT ELEVATION - W FACADE DIAGRAM 0 4'8'16' 1/8" = 1'-0"1 EXT ELEVATION - S FACADE DIAGRAM 0 4'8'16' 1/8" = 1'-0"3 EXT ELEVATION - SW FACADE DIAGRAM 0 4'8'16' SOUTH FACADE CALCULATIONS: TOTAL NON-TRANSPARENCY (SF): 96 + 37 + 9 + 36 + 19 + 6 + 6 + 19 + 19 + 48 = 295 SF (34.5%) TOTAL TRANSPARENT WINDOWS & DOORS (SF): 139 + 24 + 24 + 24 + 10 + 67 + 41 + 41 + 67 + 41 + 41 + 41 = 560 SF (65.5%) CONFIRMED THAT THE SOUTH FACADE IS COMPRISED OF AT LEAST 50% TRANSPARENT WINDOWS AND DOORS FOR AT LEAST THE PORTION OF THE GROUND FLOOR FACADE THAT IS BETWEEN 4' AND 8' ABOVE GROUND. WEST FACADE CALCULATIONS: TOTAL NON-TRANSPARENCY (SF): 5 + 5 = 10 SF (3.0%) TOTAL TRANSPARENT WINDOWS & DOORS (SF): 296 + 25 = 321 SF (97.0%) CONFIRMED THAT THE WEST FACADE IS COMPRISED OF AT LEAST 50% TRANSPARENT WINDOWS AND DOORS FOR AT LEAST THE PORTION OF THE GROUND FLOOR FACADE THAT IS BETWEEN 4' AND 8' ABOVE GROUND. SOUTHWEST CALCULATIONS: TOTAL NON-TRANSPARENCY (SF): 15 + 3 + 3 + 15 = 36 SF (37.5%) TOTAL TRANSPARENT WINDOWS & DOORS (SF): 60 = 62 SF (62.5%) CONFIRMED THAT THE SOUTHWEST FACADE IS COMPRISED OF AT LEAST 50% TRANSPARENT WINDOWS AND DOORS FOR AT LEAST THE PORTION OF THE GROUND FLOOR FACADE THAT IS BETWEEN 4' AND 8' ABOVE GROUND.NEW SHEET NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA3.0 TRASH ENCLOSURE PLAN 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 212'-0"16'-2" VERIFY IN FIELD #DrgID #LayID 8" SPLIT FACE CMU WALL TO MATCH CMU VENEER HSS 4X2X3/16; WELD TO POSTCLCL1'-0"8'-8"2'-4"4'-11 9/16"+/-4'-11 9/16"+/-4'-11 9/16"+/- HSS 4X4X1/4; SEE DRAWING 107/S2.00 HSS 4X4X1/4 X 36" (ABOVE GRADE) POST FOR RAIL 1'-0"8'-8"2'-4" MET-TILE ROOF (PANEL); 1 PSF 3/4" APA RATED 48/24 PLYWOOD SHEATHING FASCIA TRIM (RAKE TRIM SIM., FASTEN TO HSS) PRE-CAST CAP CMU WALL METAL GATE HSS 3X4X1/4; SEE DETAIL 107/S2.00 HSS 6X3X1/4 (1 of 2) HSS 6X3X1/4 (1 of 4) HSS 4X2X3/16; WELD TO POST HSS 4X4X1/4 (1 OF 2); FILL WITH GROUT SOLID 6X6X4X3/16 L WELDED TO RAIL FOR WALL CONNECTION 1.5 12 4 A3.0 SET BASE OF HSS 4X4 IN CONCRETE SIMPSON STRONGBOLT WEDGE ANCHOR 1/2" x 3 3/4" 15'-6 3/8" VERIFY IN FIELD HSS 6X3X1/4HSS 6X3X1/4 3/4" PLYWOODSHEATHING3/4" PLYWOODSHEATHING3/4" PLYWOODSHEATHINGHSS 6X3X1/4 HSS 6X3X1/4 HSS 6X3X1/4HSS 6X3X1/4HSS 3X4X1/4; SEE DRAWING 107/S2.00 6"2'-5 1/16"2'-4 9/16"1'-3 9/16"1'-4 1/16"12'-0" 1'-0"8'-8"2'-4" 4" CL CL CL CL PL. 1/2"X8"X8" (SEE STRUCTURAL DRAWING 107) HSS 4"X3"X1/4" TYPICAL AT (4) POSTS 3/16" 3/16" 3/16" 3/16" PL. 1/2"X8"X8" (SEE STRUCTURAL DRAWING 107) 3/16" 3/16" 3/16" 3/16"3/16"3/16"3/16" 3/16"3/16"3/16"3/16" 3/16" 3/16"3/16" 3/16" 3/16" 3/16" 3/16" 3/16"3/16" HSS 6"X3"X1/4" MET-TILE ROOF; INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR 1 1/2:12 SLOPE ROOF PLYSTIK PLUS UNDERLAYMENT 3/4" PLYWOOD SHEATHING APA RATED 48/24 CLOSURE; SEE MET- TILE INSTALLATION DETAILS CORROSION RESISTANT METAL FLASHING WITH DRIP EDGE .75" X 7.25" HARDIE TRIM; TURN CORNER AND EXTEND UP SIDES CORROSION RESISTANT METAL FLASHING WITH DRIP EDGE OVER PLYWOOD; COVER BEAM AND OPEN END OF FSTEEL FASTEN WOOD TO STEEL WITH SELF-TAPPING SIMPSON STRONG-DRIVE TB 1460S, TYPICAL UP 50.50' 28.00' REQ. TURNING RADIUS 20'-0" MIN.20.00' MIN.REQ. FIRE LANE47.00' 103.00' 150.00' REQ. TOTAL FIRE LANE 128.00' 150.00' HOSE TOTAL 14.00'8.0 0' 150.00' HOSE TOTAL 20.00' MIN.28.00'REQ. TURNING RADIUS 71.51' UNPROTECTED 6 7.4 7'1.07'0' REQ'DSIDE YARD SETBACK4.7 0'0' R EQ 'D R EAR Y A R D S ET B A C K (E) CONCSIDEWALK (E) CONCDRIVEWAYRELOCATED (E) CONC SIDEWALK 40' OUTER RADSHOWN, TYP 20' INNER RADSHOWN, TYP (E) CANOPYTO REMAIN (E) CANOPYTO REMAIN (N) ADDITION1 STORYBLDG AREA: 6,332 SF 26242626 26 PL 222.24'PL 81.83'7.73'6.65'PL 312.33' P L 126.65' 8.16'RAINIER AVE SZONED CA / AUTO MALL AREA B 120° 120° 25 26 27 28 29 30 31 633.5 sq ft (E) COMMERCIAL BLDG1 STORY + MEZZANINEBLDG AREA: 9,570 SF720 RAINIER AVENUE SAPN: 192305-9053 INTERIOR REMODEL & CHANGE OF USE(E) USE: VEHICLE SALES (WALKER'S RENTON MAZDA)(N) USE: RETAIL SALES (ARB) (N) ADDITIONBREAK ROOM650 SF (N) ADDITION MAIN ENTRY 213 SF FF EL=26.0'ROOF EL=45.3' 26 B L D G 1 .1'S WBLDG 1 .2 'S W LES SCHWAB TIRE CENTERPARCEL #: 1923059044NEIGHBORING PROPERTYZONED CA / AUTO MALL AREA B PL 75.05'P A R C EL #: 1 923059 0 31 N EIG H B O RIN G P R O P E R T Y Z O N E D C A / A U T O M A LL A R E A B PARCEL #: 1923059035 NEIGHBORING PROPERTY ZONED CA (N) TRASHENCLOSURE175 SF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 1/2" = 1'-0"1 TRASH ENCLOSURE PLAN 0 1'2'4' 1/2" = 1'-0"3 TRASH ENCLOSURE SECTION 0 1'2'4'1/2" = 1'-0"2 TRASH ENCLOSURE ROOF FRAMING PLAN 0 1'2'4' 1" = 1'-0"4 ROOF FRAMINING DETAILS 0 6''1'2' 1" = 40' TRASH ENCLOSURE LOCATION 0 20'40'80' LOCATION OF PROPOSEDTRASH ENCLOSURE NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA4.0 EXTERIOR RENDERINGS 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 201 SIDE VIEW NIGHT ENTRANCE NEW SHEET NO.DATEDESCRIPTION0102KEVIN J. BRODERICKSTATE OF WASHINGTON4532REGISTEREDARCHITECTTHIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING COPYRIGHT © 12:23 PM ON Wednesday, February 22, 2023 BY BRODERICK ARCHITECTS, PLLC21.035 PLOT DATE: 2/22/23 El Teodoro 21.035 ARB Renton_221122_AC25720 RAINIER AVENUE S • RENTON, WA 98057ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USEDEDICATED APPROVAL STAMP SPACEA4.1 EXTERIOR SIGNAGE DETAILS 10/28/22 CUP SUBMITTAL 01/17/23 CUP SUBMITTAL CORRECTION 1 02/22/23 CUP SUBMITTAL CORRECTION 212'-8 3/4"5'-5 9/16"13'-3"5'-10 15/16"01 SIGN AT 20% OF FACADE INITIAL SIZE PROPOSED SIGN AT 20% OF FACADE SIGN IS 17% OF FACADE AREA ENTIRE SIGN: 65.6 SQFT SIGN IS 20% OF FACADE AREA ENTIRE SIGN: 75 SQFT 24'-2"22'-10"24'-2"22'-10"NEW SHEET UP (E) S I G N A G E TO B E R E M O V E D (E) V A U L T TO R E M A I N (E) C U R B M O D I F I E D 10' W A T E R E A S E M E N T 26262426262 6 PL 2 2 2 . 2 4 'PL 81.83'7. 7 3 '6.65'PL 3 1 2 . 3 3 'PL 126.65'8.1 6 'RAINIER AVE SCOM P A C T COM P A C T COM P A C T COM P A C T COM P A C T COM P A C T COM P A C T 5. 0 0 8. 0 0 1. 0 0 FF EL=26.0'R O O F E L = 4 5 . 3 'PL 75.05'PROPOSED SI T E P L A N (N) T R A S H EN C L O S U R E 17 5 S F 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 EX. 7" TILIA AMERICANA/ AMERICAN BASSWOOD 31'22'2' - 9 " 2" CAL. TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLELEAF LINDEN 21'-11"EX. POLE LIGHT EX. POLE LIGHT 30'2" CAL. TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLELEAF LINDEN 14'-10"10 ' 45' 51'- 6 " 45' 47' 9'20'15 '(5' MIN. CLR)6' - 6 " 5' M I N . C L R .(5' MIN. CLR)27'-6"25'19'-6"PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE10' STREET FRONTAGE LANDSCAPING BUFFER PER RMC 4-4-070 F1 AND H.1. 10' PERIMETER PARKING LOT LANDSCAPING PER RMC 4-4-070 H4 ROW DEDICATI ON LINE TEMP. CONSTRUCTION EASTMENT 9' SECURITY SYMBOL DESCRIPTION TYPE 2: 2`X2`X3-4` LENGTH; MIN. 18" HT ABOVE FIN. GRADE TYPE 3: 3`X4`X5`, MIN 24" HT ABOVE FIN. GRADE SYMBOL DESCRIPTION PAVING PER COS STD PLAN 420 WITH THE FOLLOWING EXCEPTIONS: - SAND COATED EXP. JOINTS, DEEP TOOLED SCORE JOINTS, NO SHINERS - LIGHT SANDBLAST FINISH - SCORING PER PLAN MATERIALS SCHEDULE SHRUBS BOTANICAL / COMMON NAME SIZE COND DROUGHT SPACING CEANOTHUS GRISEUS HORZ. 'YANKEE POINT'1 GAL.CONT.DR. TOL 36" o.c. YANKEE POINT CARMEL CREEPER CORNUS SERICEA 'KELSEYI'1 GAL.CONT.NATIVE 24" o.c. KELSEY'S DWARF RED TWIG DOGWOOD GAULTHERIA SHALLON 1 GAL.CONT.NATIVE 30" o.c. SALAL MAHONIA AQUIFOLIUM 'COMPACTA'1 GAL.CONT.DR. TOL 30" o.c. COMPACT OREGON GRAPE SYMPHORICARPOS ALBUS 1 GAL.CONT.NATIVE 30" o.c. COMMON WHITE SNOWBERRY PERENNIALS BOTANICAL / COMMON NAME SIZE COND DROUGHT SPACING AQUILEGIA FORMOSA 1 GAL.CONT.NATIVE 24" o.c. WESTERN COLUMBINE LUPINUS POLYPHYLLUS 1 GAL.CONT.NATIVE 24" o.c. LARGE-LEAVED LUPINE PENSTEMON X `GARNET`1 GAL.CONT.NATIVE 18" o.c. GARNET PENSTEMON SHRUB AREAS BOTANICAL / COMMON NAME SIZE COND DROUGHT SPACING NATIVE MIX - LOW GAULTHERIA SHALLON 1 GAL.CONT.NATIVE 40% @ 24" o.c. SALAL MAHONIA REPENS 1 GAL.CONT.NATIVE 30% @ 24" o.c. CREEPING MAHONIA POLYSTICHUM MUNITUM 1 GAL.CONT.NATIVE 30% @ 24" o.c. WESTERN SWORD FERN GROUND COVERS BOTANICAL / COMMON NAME SIZE COND DROUGHT SPACING FRAGARIA CHILOENSIS 4" POT CONT.NATIVE 18" o.c. BEACH STRAWBERRY SESLERIA AUTUMNALIS 1 GAL.CONT.DR. TOL.24" o.c. AUTUMN MOOR GRASS LANDSCAPE REQUIREMENTS 720 RAINIER AVE S ZONE: CA (COMMERCIAL ARTERIAL ZONE) CODE CODE REQUIREMENT PROVIDED PARKING LOT LANDSCAPE REQUIREMENTS (24 PARKING SPACES) PERIMETER PARKING LOT LANDSCAPING 4-4-070 H4 10' WIDTH, TREES 2" CAL., 1 TREE/30 LINEAL FEET OF STREET FRONTAGE; 1 SHRUB/20 SF; GROUNDCOVER 90% COVERAGE IN 3 YEARS SEE PLAN INTERIOR PARKING LOT LANDSCAPING 4-4-070 F7B 15 SF/PARKING SPACE 15 SF X (24) PARKING SPACES = 360 SF 1160 SF 4-4-070 H5, A.1 TREE/6 PARKING SPACES 24 PARKING SPACES = 4 TREES 5 TREES 4-4-070 H5, B.1 SHRUB/20 SF (50% MAY BE DECIDUOUS) 360 SF/20 = 18 SHRUBS 100 SHRUBS 4-4-070 H5, C.GROUNDCOVER, 90% COVERAGE PROVIDED PER CODE STREET FRONTAGE LANDSCAPING 4-4-070 F1, H1 10' WIDTH OF ON-SITE LANDSCAPING, SUCH LANDSCAPING SHALL INCLUDE A MIXTURE OF TREES, SHRUBS AND GROUNDCOVER PROVIDED PER CODE ON-SITE TREES BOTANICAL / COMMON NAME SIZE COND DROUGHT POPULUS TREMULOIDES 2" CAL.B&B QUAKING ASPEN PSEUDOTSUGA MENZIESII 8`-10` HT.B&B NATIVE DOUGLAS FIR STREET TREES BOTANICAL / COMMON NAME SIZE COND DROUGHT TILIA CORDATA `CORZAM`2" CAL.B&B DR. TOL. CORINTHIAN® LITTLELEAF LINDEN SHRUBS BOTANICAL / COMMON NAME SIZE COND DROUGHT SPACING PLANT SCHEDULE TREE SIZE TREE CREDIT QTY MEDIUM 1 5 LARGE 2 10 job name: scale: issue:date: sheet: date:Karen Kiest Landscape Architects111 west john street suite 306seattlewashington 98119tel 206 323 6032As Noted ARB FLAGSHIP STORE 720 RAINIER AVE S, RENTON, WA 98057 RARB 10/21/22 CUP CORR 11/28/22STATEOFWASHIN G T ONNO.8 .KA R E N S KIE S T 50 EXPLICENS E D LANDSCAPE A R C HITECT. 1 2 1 020/23/0 scale 1" = 10' - 0" 10 20Landscape Plan1 LANDSCAPE PLAN L1.00 UTILITIES PLAN 2/22/23 720 RAINIER AVENUE S • RENTON, WA 98057CUP RE-SUBMISSION SET230112 C1.0ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USE project: 21.035 file: 21.035 ARB Renton_221122_AC25 printed: 2/22/23 © Broderick Architects, PLLC DRAINAGE CONTROL PLAN 2/22/23 720 RAINIER AVENUE S • RENTON, WA 98057CUP RE-SUBMISSION SET230112 C2.0ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USE project: 21.035 file: 21.035 ARB Renton_221122_AC25 printed: 2/22/23 © Broderick Architects, PLLC GRADING PLAN 2/22/23 720 RAINIER AVENUE S • RENTON, WA 98057CUP RE-SUBMISSION SET230112 C3.0ARB FLAGSHIP STORETENANT IMPROVEMENT & CHANGE OF USE project: 21.035 file: 21.035 ARB Renton_221122_AC25 printed: 2/22/23 © Broderick Architects, PLLC