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HomeMy WebLinkAboutM_Landlord_Consent_11.22.2022_v3.pdfDATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A0COVERSHEETSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINA URBAN DESIGN GROUPHEREBY RESERVES IT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS AND DESIGNS. THESE IDEAS, DESIGNS AND PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION FROM URBAN DESIGN GROUP. WRITTEN DIMENSIONS ON THESE PLANS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB AND URBAN DESIGN GROUP MUST BE NOTIFIES IN WRITTING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS CONSTRUCTION SHOWN BY THESE DRAWINGS. COPYRIGHT © 2020 URBAN DESIGN, INC.DRAWING INDEXSHEET NUMBERSHEET NAMEA0 COVER SHEETA1 GENERAL NOTES & PLAN PREVIEWA2 EXISTING FLOOR PLANA3 EXISTING IMAGESA4 WALL DIAGRAMA5 PROPOSED FLOOR PLANA6 REFLECTED CEILING PLANA7 SCHEDULES, DETAILS & NOTESA7.1 PROJECT DETAILSARCHITECTURAL PLANCLOVE RESTAURANT - TENANT IMPROVEMENTSPROJECT DATA:PARCEL NO.:PROPERTY TYPE:LAND AREA:ACRES:RTSQQ:ADDRESS:ZONING:WATER:SEWER/SEPTIC:ROAD ACCESS:STREET SURFACE:DESIGN TEAM:OWNER(S):URBAN DESIGN GROUP15445 53rd AVE. S. STE. 110TUKWILA, WA 98188(206) 838-8250MOK_KA@yahoo.comCONTACT: ALEXEY ANCHEYEVCPT THE LANDING LLCsamvirk@comcast.netCONTACT: SAM VIRKPROJECT NOTES:COMBINING 2 EXISTING SUITES & RENOVATION OF EXISTING RESTAURANT. REMODEL. NO ADDITIONAL SQUARE FOOTAGE TO BE ADDED OUTSIDE OF EXISTING BUILDING FOOTPRINTPROJECT NAME:LEGAL DESCRIPTION:BOEING LAKESHORE LANDING -BSP LOT 4 A OF RENTON LLA LUA-06-057-LLA REC #20060808900001 SD LLA LOCATED IN LOTS 1 & 4 & TR C OF SD BSPPLAT BLOCK:PLAT LOT: 4 &0886600040C793 18218.21NW-8-23-5955 PARK AVE N RENTON, WA 98057UCWATER DISTRICTPUBLICPUBLICPAVEDVICINITY MAP 1NOT TO SCALEPROJECT SITEGENERAL NOTES:1. THE DRAWINGS ARE INTENDED TO PROVIDE THE BASIS FOR THE PROPERCOMPLETION OF THE PROJECT SUITABLE FOR THE INTENDED USE OF THE OWNER.2. ITEMS NOT EXPRESSLY SET FORTH BUT WHICH ARE REASONABLY IMPLIED OR NECESSARY FOR THE PROPER PERFORMANCE OF THIS WORK SHALLBE INCLUDED.3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES.4. DO NOT SCALE THE DRAWINGS. USE WRITTEN DIMENSIONS. PLEASE NOTIFY ARCHITECT OF ANY SUSPECTED ERRORS OR OMISSIONS PRIOR TO PROCEEDING WITH WORK.WHEN REQUIREMENTS ARE IN CONFLICT WITH THE DRAWINGS, THE CODE SHALL GOVERN.5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL. PERMANENT CONNECTIONS ARE IN PLACE.7. CONTRACTOR S RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.8. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2018 BC AND ALL OTHER LOCAL CODES AND ORDINANCES.9. UNLESS NOTED OTHERWISE PLAN DIMENSIONS ARE TO FACE OF STUDS. FACE OF CONCRETE WALLS, NOMINAL SURFACES OF MASONRY, AND CENTERLINES OF OPENINGS10. INTERIOR FRAME MALLS SHALL BE 2x4 STUDS 169 0.0. OR 3-K" METAL STUDS. (UNO)11. PROVIDE APPROPRIATE FIREBLOCKING AT ALL ELECTRICAL, MECHANICAL AND PLUMBING PENETRATIONS.12. ALL EXHAUST FANS SHALL BE DUCTED TO THE OUTSIDE VIA SMOOTH METAL DUCTS WITH APPROVED BACK -DRAFT DAMPERS.13. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL MOVEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE ATPOINTS WITHIN THEUPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT A MIN. DISTANCE OF 4 INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING.14, VERIFY ROUGH-IN DIMENSIONS FOR EQUIPMENT, CABINETS, BUILT-INS AND FIXTURES. NOTIFY ARCHITECT OF ANY DISCREPANCIES.15. ALL DEBRIS, WASTE, DEMOLISHED OR REMOVED MATERIALS SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER.NOTE:PLUMBING, MECHANICAL & ELECTRICAL PERMITS SHOULD BE APPLIED FOR SEPARATELY.11/7/22 DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A1GENERALNOTES &PLANPREVIEWSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINAINTERNATIONAL RESIDENTIAL CODE 2018 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVINGJURISTICTION TO BE FOLLOWED.2018 INTERNATIONAL BUILDING CODE2018 WASHINGTON STATE ENERGY CODECONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULLCONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLEDGENERAL NOTESGENERALUNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS.CONCRETESITE WORKBOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3''X3''X.229'' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1'' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0'' FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8'' DIAMETER AT 6'-0'' O.C. MINIMUM 7'' EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOODPLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4'' CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4'' CDX T&G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED.WOOD TRUSSESALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. GENERAL INSULATION BAFFLES TO MAINTAIN 1'' ABOVE BATT INSULATION BAFFLES TO EXTEND 6'' ABOVE BATT INSULATIONBAFFLES TO EXTEND 12'' ABOVE LOOSE FILLINSULATIONINSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTSFRICTION FIT FACED BATTSUSE 4 MIL POLY VAPOR RETARDER AT WALLS.* R-10 RIGID FOAM INSULATION ON 4X EADERS AT EXTERIOR WALLS. INFILTRATION CONTROL1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEENWALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS.2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.5.WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION.6.AT WALL AND ROOF INTERSECTIONS.7. AT BUILT-IN GUTTERS.- ALL EXTERIOR DOORS, OTHER THAN FIRE-RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGEAROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE-RATED AND MUST MEET THE ABOVE REQUIREMENT.- ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE.-RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCALS OR 1.57 LBS/FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE.VAPOR BARRIERS/ GROUND COVERSAN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH.A GROUND COVER OF 6 MIL (0.006'')BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.DOORS, WINDOWS AND SKYLIGHTSGENERALDOORS TO THE EXTERIOR SHALL HAVE MAX. 3'' STEP TO MIN. 36'' DEEP LANDING. BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20'' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'', MAXIMUM FINISHED SILL HEIGHT OF 44'' ABOVE FLOOR.FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUIARE FOOT OF DOOR AREA.SAFETY GLAZING SHALL BE LOCATED WITHIN1. INGRESS AND EGRESS DOORS2. SLIDING GLASS DOORS, SWINGING GLASS DOORS3. SHOWER AND BATHTUB ENCLOSURE'S4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24'' ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION& BOTTOM EDGE IS LESS THAN 60'' ABOVE THE WALKING SURFACEGLAZING GREATER THAN 9 S.P. LESS THAN 13''ABOVE FINISHEDFLOOR.WINDOW SILLS: 612.2, 24" MINIMUM SILL HEIGHT EXCEPTIONS ALLOW FOR OPENING LIMITING DEVICE FOR 4" DIAMETER SPHERE AND WINDOW FALL PREVENTION DEVICE THAT COMPLIES WITH 612.3.STRUCTURAL NOTES1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TOTHE CONTRACT DRAWINGS.2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BERESPONSIBLE FOR THE SAFETY OF THE BUILDING.3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING ANDPROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS ANDUTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCALSAFETY ORDINANCES.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTINGTHE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OFENGINEER5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALLOCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICALREQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGSREQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICALCONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OROTHERWISE INCORPORATED IN STRUCTURAL WORK.7. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARDDETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS,PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENTSHALL BE SWAY OR LATERALLY BRACED.MIX AND 28 DAY STRENGTH OF CONCRETE-BASEMENT WALLS & FOUNDATIONS & OTHER CONCRETE NOT EXPOSED TO WEATHER:PER STRUCTURALS-SHEETS-BASEMENT SLABS & INTERIOR SLABS & INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABSPER STRUCTURALS-SHEETS-BASEMENT WALLS & FOUNDATION WALLS, EXTERIOR WALLS & OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER:PER STRUCTURALS-SHEETS-PORCHES, CARPORT SLABS & STEPS EXPOSED TO WEATHER, & GARAGEPER STRUCTURALS-SHEETSCONCRETE COVER OF REINFORCING3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER.1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER.3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER.LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED.GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.6'' MIN. CLEARANCE BETWEEN WOOD AND EARTH.18'' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.12'' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL.INSULATION AND MOISTURE PROTECTIONCARPENTRY EXSTING FLOOR PLANSCALE: 1/4" = 1'-0"KITCHENMEN'SRESTROOMWOMEN'SRESTROOMTAKE-OUT AREAAABBCCDDEE11223344EXISTINGSTRUCTUREPROPOSEDREMODELEXISTINGSTRUCTUREPROPOSEDREMODEL86' - 8"4' - 0"51' - 9"32' - 11"2' - 0"76' - 4"6' - 4"3' - 6"61' - 6"11' - 4"72' - 10"21' - 0"47' - 3"4' - 7"RESTROOM 1RESTROOM 217' -0" CLG. THIS SIDE14' -0" CLG. THIS SIDE17' -0" CLG. THIS SIDE14' -0" CLG. THIS SIDE+ 17' -0" CLG.+ 17' -0" CLG. + 9' -0" CLG.+ 17' -0" CLG.+ 14' -0" CLG.9' -0" CLG. THIS SIDE17' -0" CLG. THIS SIDEEXISTING ELECTRIC PANEL TO BE REMAINED+ 17' -0" CLG. 11' - 1"12' - 4"4' - 4"15' - 10"13' - 8"8' - 9"3' - 4"0' - 7"2' - 1"11' - 10"2' - 10"3' - 10"5' - 7"5' - 7"3' - 4"4' - 4"7' - 6"2' - 7"5' - 7"2' - 0"0' - 10"7' - 7"2' - 7"10' - 2"2' - 2"5' - 5"1' - 0"4' - 10"5' - 7"20' - 2"47' - 6"10' - 4"4' - 10"5' - 6"2' - 0"7' - 6"4' - 6"2' - 10"3' - 8"18' - 4"2' - 0"6' - 10"0' - 11"7' - 7"8' - 1"11' - 8"34' - 10"2' - 0"12' - 2"2' - 7"5' - 10"4' - 4"5' - 6"5' - 2"4' - 0"6' - 2"7' - 7"11' - 5"5' - 9"27' - 10"1' - 2"20' - 10"1' - 8"24' - 9"7' - 7"11' - 5"5' - 9"27' - 0"25' - 9"6' - 2"29' - 7"DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A2EXISTINGFLOOR PLANSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINANORTHNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:ALL EXTERIOR WALLS TO BE REMAINED. DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A3EXISTINGIMAGESSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINAEXISTING PROJECT IMAGES WALL DIAGRAMSCALE: 1/4" = 1'-0"AABBCCDDEE11223344EXISTINGSTRUCTUREPROPOSEDREMODELEXISTINGSTRUCTUREPROPOSEDREMODEL-ADDITION WALLS-EXISTING WALLS-WALLS TO BE REMOVEDWALL INDEX:DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A4WALLDIAGRAMSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINANORTHNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:ALL EXTERIOR WALLS TO BE REMAINED. PROPOSED FLOOR PLANSCALE: 1/4" = 1'-0"KITCHENAABBCCDDEE11223344EXISTINGSTRUCTUREPROPOSEDREMODELEXISTINGSTRUCTUREPROPOSEDREMODEL86' - 8"4' - 0"51' - 9"32' - 11"2' - 0"76' - 4"6' - 4"3' - 6"61' - 6"11' - 4"72' - 10"21' - 0"47' - 3"4' - 7"17' -0" CLG. THIS SIDE14' -0" CLG. THIS SIDE9' -0" CLG. THIS SIDE17' -0" CLG. THIS SIDEEXISTING ELECTRIC PANEL TO BE REMAINED20' - 10"1' - 8"24' - 9"7' - 7"17' - 2"27' - 0"31' - 11"29' - 7"BUFFETHOTHOTCOLDPLATEEXISTING HOODOFFICESIDE ENTRY NEBACK ENTRY SEMAIN ENTRY NW16' -0'' BI-FOLD GLASS DOORHOOD42" H COUNTERPLUMB42" H COUNTERCIRCULAR FIREPLACE30303030303026303030PONY WALL @ 4' -6"PONY WALL @ 4' -6"PONY WALL @ 4' -6"PONY WALL @ 4' -6"30WALK-IN COOLER30 BARN30 BARNOPENING308' - 1"11' - 6"4' - 6"11' - 9"5' - 4"7' - 3"2' - 0"3' - 4"30' - 1"2' - 10"18' - 8"4' - 0"7' - 6"2' - 7"15' - 7"13' - 2"11' - 1"7' - 3"9' - 5"26' - 6"15' - 8"14' - 9"2' - 0"FOYERWOMEN'SRESTROOMMEN'SRESTROOMSTORAGEPARTY ROOMSITTING AREABARWAITING AREA17' - 3 1/2"1' - 5"4' - 0"8' - 4"16' - 6"3' - 3"5' - 5"3' - 4"2' - 0"7' - 9"15' - 8"17' - 9"7' - 3"5' - 1"0' - 11"9' - 8"0' - 11"19' - 2"2' - 7"11' - 4"2' - 0"3' - 4"24' - 10"1' - 2"7' - 6"4' - 7"1' - 2"7' - 1"0' - 9"9' - 1"DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A5PROPOSEDFLOOR PLANSAM VIRKCLOVE'S RESTAURANT829-D & 829-G N 10TH STRENTON, WA 98057PARCEL NO.: 088660004022123A.ANCHEYEV5/11/2022-HANNASHADRINANORTHNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:ALL EXTERIOR WALLS TO BE REMAINED.NOTE:PLUMBING, MECHANICAL & ELECTRICAL PERMITS SHOULD BE APPLIED FOR SEPARATELY. KITCHENEQUIP.PLANK1NORTHKITCHEN EQUIPMENT PLANSCALE: 14" = 1'-0"SCALE: 14" = 1'-0"FINISHES NOTES:RENTON, WADrawn by: sgJob: CLOVE'S Scale: NOTEDDate: 4-28-22REVISIONPERMIT RELEASE 4-28-22 DATEINIT12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 SUE GENTY INTERIOR DESIGN INC. CLOVE'S 829 N 10TH ST. RENTON, WA 98057 KITCHENEQUIP.SCHEDULEK2“”RENTON, WADrawn by: sgJob: CLOVE'S Scale: NOTEDDate: 4-28-22REVISIONPERMIT RELEASE 4-28-22 DATEINIT12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 SUE GENTY INTERIOR DESIGN INC. CLOVE'S 829 N 10TH ST. RENTON, WA 98057“”“”“”“” KITCHENELECTRICALSPOTTINGPLANK3NORTHKITCHEN ELECTRICAL SPOTTING PLANSCALE: 14" = 1'-0"SCALE: 14" = 1'-0"DESCRIPTIONELECTRICAL KEYKEYELECTRICAL NOTES:RENTON, WADrawn by: sgJob: CLOVE'S Scale: NOTEDDate: 4-28-22REVISIONPERMIT RELEASE 4-28-22 DATEINIT12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 SUE GENTY INTERIOR DESIGN INC. CLOVE'S 829 N 10TH ST. RENTON, WA 98057 KITCHENMECH.PLUMBINGSPOTTINGPLANK4NORTHKITCHEN MECHANICAL/PLUMBING SPOTTING PLANSCALE: 14" = 1'-0"SCALE: 14" = 1'-0"DESCRIPTIONMECHANICAL KEYKEYMECH./PLUMBING NOTES:RENTON, WADrawn by: sgJob: CLOVE'S Scale: NOTEDDate: 4-28-22REVISIONPERMIT RELEASE 4-28-22 DATEINIT12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 SUE GENTY INTERIOR DESIGN INC. CLOVE'S 829 N 10TH ST. RENTON, WA 98057 KITCHENWALLBACKINGPLANK5NORTHKITCHEN WALL BACKING PLANSCALE: 14" = 1'-0"SCALE: 14" = 1'-0"WALL BACKING NOTES:RENTON, WADrawn by: sgJob: CLOVE'S Scale: NOTEDDate: 4-28-22REVISIONPERMIT RELEASE 4-28-22 DATEINIT12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 SUE GENTY INTERIOR DESIGN INC. CLOVE'S 829 N 10TH ST. RENTON, WA 98057