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Home My WebLink AboutEX_02_P_LAND USE SETPOUND NORTH METAL PLATE REFERENCE RECOMMEND ROOF DRAIN RADIUS/RISER PLYWOOD POWERPOLE POST INDICATOR OPPOSITE ONCENTER NOT TO SCALE NUMBER NOT IN CONTRACT MOUNTED MISCELLANEOUS MINIMUM MANUFACTURE MECHANICAL MAXIMUM MATERIAL MANHOLE LOCATION LAMINATED INTERIOR INSULATION INSTALLATION HEIGHT HORIZONTAL HARDWARE HARDWOOD HANDICAP HOLLOW CORE HOSEBIB GYPSUM R. GLASSGL CT CERAMIC TILE GP GR GND GWB DOUBLE DOWNSPOUT COUNTERSUNK CENTER D.S. DBL CTSK CTR GYPSUM WALL BD GRADE GROUP GROUND REC. R.D. REF RM ROOM HOURHR. DRAWING ACOUS ACOUSTICAL DWG EA ELEC EP EL FT EQ. FLUOR FOUND FRM'G FURR G.C. FTG EQUIP. EXIST EXPO FLASH F.D. F.F. F.E. FLR EXT ELEV ENCL E.J. GALV GA BUR BUILT UP ROOFING CONNECTION CONCRETE COLUMN CLEAR CEILING CHANNEL CEMENT CABINET CLEAN OUT CONTROL JOINT CATCH BASIN CONTINUOUS CONSTRUCTION CLG CONC. CONN COL CLR CONT CONST C.J C.O. CAB C.B. CH CEM BLOCKING ARCHITECTUAL APPROXIMATE ANODIZED ALUMINUM AGGREGATE ABOVE FIN. FLR ASPH BLDG BLK'G BLK BD. BOT BM AGGR ALUM ANOD AFF ARCH APROX E MISC FLOOR DRAIN GENERAL CONTR. FIRE EXTINGUSHER FRAMING FURRING FOOTING FOOT/FEETS. GALVINIZED GAUGE FLOOR FLASHING FINISH FLOOR FOUNDATION FLUORESCENT O.C. PLYWD O/ OPP P.P. P.I. PL OVER MTD MTL NIC N NTS NO. EXPANSION JOINT ELCLOSURE EXISTING EQUIPMENT EQUAL ELECT.PANEL EXTERIOR EXPOSED ELECTRICAL EACH EAST ELEVATOR ELEVATION LOC MATL MECH M.H. MAX MIN MFR INST INSUL INT HT LB LAM DEPT DIA DIM DIA DET DR. DN POUND/NUMBER PERPENDICULAR CENTERLINE ANCHOR BOLT & # CL A.B. @ DEPARTMENT DIMENSION DIAMETER DIAMETER DETAIL DOOR DOWN GYP HDCP HDWD HORIZ. HDWR H.C. H.B. WOODWD WSCT WT WEIGHT WAINSCOTE SIMILARSIM TOP OF PAVMENT WATER RESISTANT UNLESS SEATTLE BUILDING THICKTHK VERT UON W.P. W.R. W W/O W/TOP TW TYP TP UNF IBC WATERPROOF VERTICAL WITHOUT WEST WITH TYPICAL TOP OF WALL TOP OF PLATE UNFINISHED SPEC SUSP STOR STRUC SVC T&G T SYM TEL T.C STD STL SQ. SUSPENDED TREAD TOUNGE&GROVE SYMETRICAL SERVICE TELEPHONE TOP OF CURB STEEL STANDARD SQUARE SPECIFACATION STRUCTURAL STORAGE SCHED SHT'G S. S/W S/V S.C. SHT SOUTH SCHEDULE SIDEWALK STAIN/VARNISH SOLID CORE SHEATHING SHEET CODE OTHERWISE NOTED VICNITY MAP AND AT ASPHALT BOARD BUILDING BLOCK BEAM BOTTOM GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. PROVIDE EMERGENCY LIGHTING AT EACH EXIT CORRIDOR AND FIRE ALARM SYSTEM AS REVIEWED BY LOCAL BUILDING OFFICIALS AND FIRE MARSHALL HOT WATER PIPING AND ROOF LEADERS IN UNHEATED SPACES SHALL BE INSULATED WITH R-3 INSULATION (FLAMESPREAD 25 OR LESS) CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENT SUBCONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING IN THEIR AREA. REPETITIVE FEATURE MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN IN FULL TIGHTLINE DOWNSPOUT TYPICAL AND INSULATE AT PENETRATION OF OUTSIDE BUILDING ENVELOPE EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF; AND ALL OTHER SUCH OPENINGS IN THE BUILDNG ENVELOPE SHALL BE SEALED, CAULKED OR WEATHERSTIPPED PER SECTION 502.4.1 OF THE 2021 EDITION OF WASHINGTON ENERGY CODE ALL DUCT PENETRATIONS AT ONE HOUR RATED SHAFTS REQUIRE SMOKE DAMPERS AND FIRE DAMPERS PER IBC 2021 SECTIONS 712 AND 716 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR MARKED BY AN APPROVED AGENCY. ELECTRICAL AND MECHANICAL SYSTEM ARE BIDDER DESIGN CONCRETE WALK TO BE SMOOTH BROOM FINISH, SLOPE TO DRAIN, EXP JOINT @ 20'-0" O.C. TJ @ 5'-0" O.C. OR PER COUNTY SPECS ALL ROOF MOUNTED EQUIPMENT MUST BE APPROVED BY STRUCTURAL ENGINEER RESPONSIBLE FOR THAT AREA WITH DRAWINGS SHOWING LOCATION AND TIEDOWNS PRIOR TO INSTALLATION THE CONTRACTOR IS RESPONSIBLE FOR APPLYING AND SECURING ALL PERMITS EXCEPT THE BUILDING PERMIT ALL DIMENSIONS ARE TO CENTER OF STUD UNLESS OTHERWISE NOTED PROVIDE HORIZONTAL AND VERTICAL FIRE BLOCKING IN ALL FRAMED WALL @ 10' INTERVALS PER IBC 717 PROVIDE A FLOOR OR LANDING WITH A MIN. WIDTH OF DOOR AND A TRAVEL DISTANCE NOT LESS THEN 4' -0" AND NOT GREATER THEN 1/2" BELOW THRESHOLD AT ALL DOORWAYS PROVIDE ALL SIGNAGE REQUIRED BY CODE INCLUDING AN ADDRESS ON FACE OF BUILDING, LETTER SIZED PER CODE THIS IS TO INCLUDE VISUALLY IMPAIRED SIGNS FOR COMMON AREAS SUCH AS PUBLIC REST ROOMS, STAIRS, ELEVATORS ETC. PROVIDE TYPE 2-A 10BC FIRE EXTINGUISHERS PER CODE, LOCAL BUILDING OFFICIAL, AND FIRE MARSHALL (ONE EXTINGUISHER FOR EVERY 3000 SQ. FT. OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO ANY EXTINGUISHER) INSTALL EXIT SIGNS AS REQUIRED BY CODE AND LOCAL OFFICIALS PER IBC CHAPTER 10, SECTION 1011 INSTALL ALL BACKFLOW PREVENTION DEVICES AS REQ. BY CODE AND LOCAL BUILDING OFFICIALS SPECIAL INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIALS PRIOR TO CONSTRUCTION AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON PLANS PROVIDE A FIRE RESISTIVE FOIL FACE INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. THE FACING SHALL NOT BE IN DIRECT CONTACT WITH WALL OR CEILING. THE FLAME SPREAD SHALL HAVE A CLASS OF ONE PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE AND LOCAL BUILDING OFFICIALS PROVIDE AUTOMATIC LIGHTING CONTROLS TO SHUT OFF INTERIOR LIGHTING DURING UNOCCUPIED HOURS PER WSEC 1513.6 INSPECTIONS SHALL BE PERFORMED PER IBC 104.4 THE PROGRAM SHALL INCLUDE SAMPLES OF INSPECTION REPORTS AND PROVIDE TIME LIMITS FOR SUBMISSION OF REPORTS MECHANICAL AND ELECTRICAL SYSTEMS PER WASHINGTON ENERGY CODE, INDOOR AIR AND VENTILATION CODE 2021, UNDER SEPARATE PERMIT ALL TRIMS WOOD AND METAL ARE TO BE A CAULKED AND PAINTED THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF CERTIFIED WELDERS PERFORMING WORK ON THIS JOB SITE. INCLUDED ON THE LIST WILL BE NAMES, DATE OF EXPIRATION OF CERTIFICATIONS AND TYPE OF WELDING THE INDIVIDUAL IS QUALIFIED TO PERFORM THE JOB SUPERINTENDENT SHALL MAINTAIN A CURRENT LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THIS JOB. THE LIST SHALL INCLUDE NAME OF THE INSPECTOR, DATES AND TIMES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS DONE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, CARPORTS, FENCES, POOLS, UNDERGROUND OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS. SEWER CAPPING PERMIT REQUIRED PRIOR TO DEMOLITION PERMIT. ALL REQUEST CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL. COPIES OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. CHANGES INCLUDE BUT NOT LIMITED TO PROPANE TANKS, ADDITIONAL OPENINGS IN WALLS, EXTERIOR BUILDING MATERIALS, FENCE LOCATIONS, RETAINING WALLS, ROCKERIES, LANDSCAPING, PARKING LOTS, LOADING DOCKS, ETC. A MINIMUM OF TWO TO FIVE WORKING DAYS SHALL BE EXPECTED FROM APPLICATION TO ISSUANCE OF APPROVAL OF CHANGES THE FINAL SIGNED REPORT FROM THE TESTING LAB SHALL BE RECEIVED BY THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION FOR OCCUPANCY ALL SIGNS AND FENCES SHALL BE UNDER A SEPARATE PERMIT ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY ALL FIRE RESISTIVE DOOR ASSEMBLIES SHALL BE TESTED TO THE PROVISIONS OF THE IBC STANDARDS CHAPTER 7, SECTION 715 ALL CONSTRUCTION JOINTS FOR THE TOPS OF WALLS AND SMOKE BARRIERS SHALL COMPLY WITH IBC CHAPTER 7 ALL PENETRATIONS THROUGH FIRE RESISTIVE HORIZONTAL ASSEMBLIES SHALL CONFORM WITH IBC CHAPTER 7, SECTION 712 NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY "NO EXCEPTIONS". APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC WORKS, PLANNING, FIRE MARSHAL, AND BUILDING OFFICIAL. FIRE DEPARTMENT NOTES: ALL REQUIRED FIRE HYDRANTS, WATER SUPPLIES, AND FIRE DEPARTMENT ACCESS ROADS SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO ANY CONSTRUCTION, IN ACCORDANCE WITH SECTIONS 901.3 AND 8704 OF THE IFC. STANDPIPES SHALL BE INSTALLED AND MADE SERVICEABLE AS REQ BY SECTION 8704.4.3 OF THE IFC. WATER RESISTANT GYPSUM BOARD TO BE USE AT ALL WET AREAS SUCH AS TOILET AND SHOWER WALLS AND CEILING SHOWERS. DEFERRED SUBMITTALS; GATES PERMIT AND BUILDING RADIO COVERAGE CODE: IBC 2021 ADDRESS: 151 SUNSET BLVD N PARCEL NUMBER: 1723059074 SITE AREA: 25,058 SF ZONING: CA CONSTRUCTION TYPE: V-B OCCUPANCY: M BUILDING AREA:2,370 SF PROPOSED COVERAGE:10% (2370/25058) EXISTING IMPERVIOUS SURFACE 22,423 SF (89%) PROPOSED IMPERVIOUS SURFACE 20,701 SF (87%) PARKING: PARKING REQUIRED: M 16 (8,000/500) PARKING PROVIDED:20 ADA STALLS REQUIRED:1 ADA VAN STALLS REQUIRED:1 PROJECT STATISTICS:LEGAL DESCRIPTIONSBUILDING CODE SUMMARY: SETBACKS: FRONT: 15 SIDE: 0 REAR: 0 ZONING CODE SUMMARY: 1A-16 AA-13 1 A 1 AAA-10 A A IDENTIFICATION NUMBER REVISION CLOUD CENTER LINE PROPERTY LINE SECTION IDENTIFICATION ELEVATION IDENTIFICATION DETAIL IDENTIFICATION OFFICE GRID IDENTIFICATION ROOM NAME DOOR NUMBER 100 LOCATED ON SHEET ROOM NUMBER LOCATED ON SHEET LOCATED ON SHEET SYMBOLS LANDSCAPE REQUIREMENTS: FRONT: 10' SIDE: 5' REAR: 5' VB REQUIREMENTS STRUCTRUAL ENGINEER FRANK & CO 4742 42ND AVE SW #297 WASHINTON, WA 98116 1. ALL WORK SHALL COMPLY WITH THE 2021 INTERNATIONAL FIRE CODE (IFC) AS AMENDED BY THE STATE OF WASHINGTON AND CITY OF RENTON AS WELL AS ALL RELEVANT NFPA STANDARDS. IT IS THE RESPONSIBILITY OF THE OWNER AND THE OWNER'S DESIGN TEAM TO ENSURE THE IFC AND NFPA STANDARDS ARE MET. 2. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH CHAPTER 33 OF THE INTERNATIONAL FIRE CODE FOR ALL CONSTRUCTION ACTIVITIES. ADEQUATE FIRE APPARATUS ACCESS SHALL BE PROVIDED TO THE BUILDING AND SITE AT ALL TIMES DURING CONSTRUCTION. 3. PROVIDE PREMISES IDENTIFICATION (ADDRESS NUMBERS) IN ACCORDANCE WITH IFC SECTION 505. NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. NUMERALS SHALL BE PROVIDED (NOT SPELLED OUT). NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND HAVE A MINIMUM HEIGHT OF 8 INCHES. 4.THE BUILDINGS SHALL BE PROVIDED WITH EMERGENCY RESPONDER RADIO COVERAGE PER SECTION 510 OF THE INTERNATIONAL FIRE CODE. HAVE THE BUILDING TESTED TO SEE IF A SYSTEM WILL BE NEEDED TO MEET THE COVERAGE REQUIREMENTS. INDICATE ON THE PLANS THAT TESTING AND COVERAGE WILL BE PROVIDED AND THE METHOD FOR DETERMINING COVERAGE REQUIREMENTS. IF A NEW SYSTEM IS DETERMINED TO BE NEEDED, A COPY OF THE FINAL ACCEPTANCE BY SERS SHALL BE PROVIDED TO THE FIRE MARSHAL PRIOR TO FINAL INSPECTION AND OCCUPANCY. IF AN EXISTING BDA OR DAS SYSTEM IS INSTALLED, PROVIDE THE LATEST CONFIDENCE REPORT FOR SERVICE VERIFICATION 5.THE MINIMUM SIZE ALLOWED FOR YOUR OCCUPANCY IS A 2A 10BC RATED UNIT. EXTINGUISHERS SHALL BE VISIBLE, ACCESSIBLE AND MOUNTED NO HIGHER THAN 48 INCHES FROM THE FLOOR TO THE TOP OF THE EXTINGUISHER. THEY SHALL BE LOCATED ALONG NORMAL PATHS OF TRAVEL, INCLUDING EXITS, AND THE TRAVEL DISTANCE TO THE EXTINGUISHER FROM ANY GIVEN POINT SHALL NOT EXCEED 75 FEET. INDICATE ON THE PLANS BY SYMBOL THE SIZE, TYPE AND LOCATION OF ALL FIRE EXTINGUISHERS. 6. DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING ELECTRICAL ROOM OR SIMILAR APPROVED WORDING. THE DISCONNECTING MEANS FOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT ORIGINATING ON A SWITCHBOARD OR PANEL BOARD SHALL BE LEGIBLY AND DURABLY MARKED TO INDICATE ITS PURPOSE UNLESS SUCH PURPOSE IS CLEARLY EVIDENT. INDICATE ON THE PLANS THAT THE DOOR WILL BE PROVIDED WITH THE ABOVE-REQUIRED SIGN. FIRE DEPARTMENT NOTES PROJECT TEAMTITLE INDEX BUILDING OCCUPANCY PER TABLE IBC 1004.5: USE GROSS AREA O/SF LOAD RESTAURANT (B)2,370 SF 100 23 TOTAL 2,370 SF 23 ABBREVIATIONSRENDERING PARKING LANDSCAPE EQUIREMENTS: PARKING AREA:7,790 SF LANDSCAPE AREA REQUIRED:779 (6666*10%) LANDSCAPE AREA PROVIDED:980 SF `` REMODEL EXISTING CANOPY AND ADD A DRIVE THRU WINDOW PROJECT DESCRIPTION PRIMARY STR FRAME NR BEARING WALLS NR ROOF NR A PORTION OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT A MONUMENT AT THE INTERSECTION OF BRONSON WAY NORTH AND RAILROAD AVENUE, IN CAR WORKS ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS,PAGE 47, IN KING COUNTY, WASHINGTON; THENCE NORTH 81°02' 40" EAST, 85.18 FEET TO THE INTERSECTION OF CENTERLINE OF PACIFIC COAST COMPANY'S RAILROAD TRACK; THENCE NORTH 49°50'40" EAST 372.81 FEET TO THE WESTERLY MARGINAL LINE OF STATE HIGHWAY NO. 2 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 67°18' WEST 133.75 FEET, MORE OR LESS, TO A POINT DISTANT 36 FEET FROM THE CENTERLINE OF SAID RAILROAD TRACK; THENCE SOUTHWESTERLY AND PARALLEL TO AND DISTANT 36 FEET FROM THE CENTERLINE OF SAID TRACK, TO THE INTERSECTION OF THE NORTHERLY MARGINAL LINE OF STATE HIGHWAY; THENCE IN A NORTHEASTERLY DIRECTION AND ALONG SAID MARGINAL LINE OF STATE HIGHWAY NO. 2 TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF AS CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 531554. Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT A0.0 GENERAL NOTES RENTON, WA WOODS COFFEE Issue Date No:Description:Date: SHEET LIST NUMBER NAME L1.0 LANDSCAPE PLAN A2.0 DEMO PLAN A3.0 ELEVATIONS A4.0 SECTIONS A0.0 GENERAL NOTES S1.2 GENERAL STRUCTURAL NOTES CONT S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS A1.0 SITE PLAN AND SITE DEMO PLAN SITE BRONSON WAY N SU N S E T B L V D N FA C T O R Y A V E N B.N . R . R . ROWVARIE S R O W V A R I E S NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NW1723N05E, W.M.KING STEEP SLOPE/BUFFER DISCLAIMER: SITELEGAL DESCRIPTION SCHEDULE B ITEMS REFERENCES VERTICAL DATUM SURVEYOR'S NOTES LEGEND VICINITY MAP N.T.S. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 151 SUNSET BLVD NE RENOTN, WA 98055 ALTA/NSPS LAND TITLE SURVEY 15 1 S U N S E T B L V D N E 1 LU A : C: 15 1 S U N S E T B L V D N E PR : NE & SE SURVEYOR'S CERTIFICATEBASIS OF BEARINGS SUNSET BLVD BENSON WAY N DUMPSTER (E) LANDSCAPE (E) LANDSCAPE (N) LANDSCAPING C A4.0 Prunus sargentii 'Columnaris' /8 3" CAL B&B Columnar Sargent Cherry Ble lilyturf 26 1 gallon @ 24" oc full & bushy Rhododendron Anah Krusche 19 27"full & bushy Nandina domestica 'Moon Bay' / 10 5 gallon full & bushy Moon bay Nandina Hakonechloa macra 'Aureola' /45 1 gallon full & bushy Hokone Grass Arctostaphylos uva-ursi / per plan 4" pots @18" oc full kinnickinnik BOTANICAL /COMMON SYMBOL PLANT LIST QUANTITY SIZE CONDITION Chamaecyparis obtusa 'Gracilis'/4 2" CAL B&B Gracilis hinoki Cypress Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT L1.0 LANDSCAPE PLAN RENTON, WA WOODS COFFEE Issue Date No:Description:Date: 1" = 20'-0" SITE PLAN HOKONE GRASS CYPRESS BLE LILYTURF RHODODENDRON MOON BAY NANDINA HOKONE GRASS KINNCKINNIK COLUMNAR SARGENT CHERRY 20 stalls 11 @ 9 ' = 9 9 ' - 0 " 12 ' - 0 " 19 ' - 9 " 17 ' - 0 " 5' - 0 " 16' - 0"24' - 0"19' - 0" 5@8.5'= 42' - 6"16' - 0"24' - 5" 16 ' - 0 " 13 ' - 0 " R 2 0 ' - 0 " R 32' - 0"R 20' - 0 " (E) PAVING (N) 6" EXTRUDED CURB (N) LANDSCAPING (N) LANDSCAPING (E) CONC WALK ` 19 ' - 0 " (E) LANDSCAPING (E) CONC WALL (N) CONC WALK (N) PAVING (N) 3' HIGH CONC WALL 15 ' - 3 " (N) STRIPPING (E) CONC WALK (N) 6" EXTRUDED CURB (E) LANDSCAPING (E) DUMPSTER SCREEN R 20' - 0 " (N) LANDSCAPING (N) LANDSCAPING 31° 58' 52" 127.87' S W 66 ° 0 0 ' 3 3 " 12 9 . 5 7 ' S E 23° 59' 07" 272.63' N E R= L= 18 3 . 8 7 ' 32 8 . 1 0 ' AREA 4,826 SF AREA 190 SFAREA 259 SF AREA 226 SF AREA 62 SF AREA 540 SF AREA 162 SF AREA 50 SF SUNSET BLVD BE N S O N W A Y N (E) BLDG DEMO (E) PLANTER DEMO (E) PLANTER REMOVE (E) PAVING 137 SF REMOVE (E) PAVING 190 SF REMOVE (E) WALK 48 SF REMOVE (E) WALK AND PAVERS 822 SF REMOVE (E) PAVING 2740 SF REMOVE (E) PAVING AND WALK 334 SF REMOVE (E) PAVING AND WALK 173 SF REMOVE (E) PAVING AND WALK 50 SF DEMO (E) CONC WALL Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT A1.0 SITE PLAN AND SITE DEMO PLAN RENTON, WA WOODS COFFEE Issue Date No:Description:Date: 1" = 20'-0" SITE PLAN 1" = 20'-0" DEMO PLAN CODE: IBC 2021 ADDRESS: 151 SUNSET BLVD N PARCEL NUMBER: 1723059074 SITE AREA: 25,058 SF ZONING: CA CONSTRUCTION TYPE: V-A OCCUPANCY: M BUILDING AREA:2,370 SF PROPOSED COVERAGE:10% (2370/25058) EXISTING IMPERVIOUS SURFACE 22,423 SF (89%) PROPOSED IMPERVIOUS SURFACE 20,701 SF (87%) PARKING: PARKING REQUIRED: M 16 (8,000/500) PARKING PROVIDED:20 ADA STALLS REQUIRED:1 ADA VAN STALLS REQUIRED:1 SETBACK: FRONT:15' (MIN) 20' (MAX) SIDE: NONE REAR:NONE HEIGHT:50' 78' - 4" 30 ' - 0 " 1 2 A B 9' - 11" 6' - 3 " (E) STOREFRONT (E) BRICK WALL (E) BEARING WALL (N) WALL (E) STOREFRONT DOOR (E) MET DR(N) CONC SLAB A A4.0 B A4.0 - --- DEMO (E) STOREFRONT DEMO (E) WALL DEMO (E) CONC SLAB Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT A2.0 DEMO PLAN RENTON, WA WOODS COFFEE Issue Date No:Description:Date: 1/8" = 1'-0" LEVEL 1 FLOOR PLAN 1/8" = 1'-0" LEVEL 1 DEMO PLAN LEVEL 1 0' - 0" ROOF10' - 0" TOP 19' - 0" HIGH ROOF16' - 0" A B(N) MET COPING(N) HARDIE ARTISAN SHIPLAPPED PLANK(E) BRICK PAINT(E) STOREFRONT B A4.0 - --- LEVEL 1 0' - 0" ROOF10' - 0" TOP 19' - 0" HIGH ROOF16' - 0" 12 A A4.0 LEVEL 10' - 0" ROOF 10' - 0" TOP19' - 0" HIGH ROOF 16' - 0" 1 2 A A4.0 LEVEL 1 0' - 0" ROOF10' - 0" TOP19' - 0" HIGH ROOF16' - 0" AB - --- Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT A3.0 ELEVATIONS RENTON, WA WOODS COFFEE Issue Date No:Description:Date: 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" WEST ELEVATION LEVEL 1 0' - 0" ROOF10' - 0" TOP19' - 0" HIGH ROOF16' - 0" A (N) MET COPING (N) HARDIE ARTISAN SHIPLAPPED PLANK ON 1/2" PLYWD ON 2X4 @ 16" OC (N) 5/8 PLYWD ON 2X6 @ 24" OC (N) BUILT UP ROOF'G (E) ROOF STR (E) PLYWD ON 2X4 FRAMING DEMO (E) SOFFIT DEMO (E) ROOF'G (E) BRICK (E) STOREFRONT (N) 5/8" GWB PAINT ON 2X4 @ 16" OC (E) SLAB ON GRADE LEVEL 1 0' - 0" ROOF10' - 0" TOP19' - 0" HIGH ROOF16' - 0" 2 (N) MET COPING (N) MET SIDING ON 1/2" PLYWD ON 2X4 @ 16" OC (N) 5/8 PLYWD ON 2X10 @ 24" OC (N) BUILT UP ROOF'G (E) ROOF STR DEMO (E) PLYWD AND (E) 2X4 FRAMING DEMO (E) SOFFIT DEMO (E) ROOF'G (E) STOREFRONT (E) STOREFRONT (N) 5/8" GWB PAINT ON 2X4 @ 16" OC (E) SLAB ON GRADE 2' - 8 " (N) CONC WALL (N) CONC FOO'TG (N) 5/8" GWB ON 2X4 @24" OC R-15 BATT INSUL MILGARD A250 ALUM SLIDER 60" X 42" U=.30 LEVEL 1 0' - 0" 4' - 0 " 1' - 8 " 0' - 2 " 6" CONC WALL 2-#4 CONT #4 @ 12" OC HORIZ 2-#4 CONT1' - 6" 0' - 6" #4 @ 18" OC VERT. Date Drawn By Checked By Project Number NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS consultants: project title: sheet title: 4423 EDI LINARDIC STATE OF WASHINGTON REGISTERED ARCHITECT A4.0 SECTIONS RENTON, WA WOODS COFFEE Issue Date No:Description:Date: 1/2" = 1'-0"A SECTION 1/2" = 1'-0"B WALL SECTION 3/4" = 1'-0"C CONC WALL SECTION