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Home My WebLink About608 Kona Dr_BLD6025_2025 Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use Notice of Decision Staff Report Application Narrative Legal Description Vicinity Map Site Plan Landscape Plan Complete Streets Checklist Traffic Impact Analysis Snohomish County Traffic Mitigation Offer WSDOT Traffic Offer Form Tree Survey Stormwater Drainage Report Geotech Report Critical Area Evaluation Form SEPA Checklist Public Notice Material Noticing and Related Documents Water / Sewer Availability Certificate Unanticipated Discovery Plan Form Aerial Photo of Site Proposed Building Materials Lighting Plans and Lighting Cut Sheets Color Elevations Design Matrix Plat Map Title Report Lot Closures Preliminary Civil Plans Archaeological Survey o Confidential Documents. Contact the City to obtain. Topography (Existing Conditions) CC&R’s Deeds / Easements / Conveyances /Dedications Developer’s Agreement Recorded Copies Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. Letters and Project Documents Other: Civil Issued Permit Application Other Applications Construction Calculation Worksheet Approved Plans Review Comment Form Letters and Project Documents Other Agency Permits Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports SEPA and Noticing Materials Inspections As-Builts Other: Building Issued Permit Application Additional Applications Approved Plans Site Plan Letters and Project Documents Calculations Project Specification Manuals Reports Certificate of Occupancy Inspections Other: BLD6025 Residential Zoning Verification 608 Kona Dr January 2025 ✔ ✔ ✔ RESIDENTIAL ZONING VERIFICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 REV01.2024 For additional assistance see the illustration on the Residential Site Plan Example SF = Square Foot SF Lot Size can be found on the Plat Map or Snohomish County Assessor Property Information ÷ % This square footage includes the footprint area of all structures on the property including house, garages, sheds, covered patios, and decks permitted by the building code. 4.Septic Tank on Property? Yes No Private Well on Property? Yes No If so, please provide Snohomish County Health Department approval and indicate on site plan. 5.Are there trees greater than 12” diameter to be removed? Yes No If yes, indicate on site plan. 6.Permanent connections to water service may require Cross Connection Control. Check all that apply. Fire Sprinkler System Lawn Sprinkler System Decorative Pond/Fountain Re-circulating Heating System Medical Equipment Hot Tub Swimming Pool Livestock Drinking Tanks Other: Applicant Signature: Print Name: Date: Type of Permit: Single-family Duplex Townhouse Addition Garage/Shop  608 Kona Dr. Arlington WA 98223 $5,000 20 00747800002000 To add 1 room in one side of the garage, same side as the laundary room utilizing the original drawing from the 1st remodel. Evans M Kimori ekimori@gmail.com 407-452-4656 10193 35TH PL NE Lake Stevens WA 98258 2254 7405 2591 2254 7405 30.26 Evans Kimori 06/05/2024 RESIDENTIAL SITE PLAN EXAMPLE Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 REV01.2024 This is a site plan example and does reflect the requirements of a specific parcel. Garage Deck Porch Shed 768 400 120 200 Total Lot Size: .37 acres Calculate acres to square feet: .37 x 43,560 = 16,117.20 square feet Calculate Lot Coverage: 16,117.20 x .35 = 5,641.02 square feet (this is the maximum allowed) 1 tree behind the residence 1 tree in the front of the residence Square Footage of all existing and proposed structures shall not exceed 35%: 4,800 ÷ 16,117.20 = 30% Lot Coverage Pump 5 Garage N 1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL CONTRACT DOCUMENTS. 2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR AGREEMENT, THE CONDITIONS OF CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. 3. M&M DESIGN IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESEPLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADEUNDER TITLE 17 OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIESAND FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE USEDFOR REFERENCE ONLY. eMD WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LICENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY. 4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE SUCHCONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TOBE INCORPORATED IN SUCH CONSTRUCTION. 5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF THE CONTRACT DOCUMENTS. THE DESIGNER WILL REVIEW THEM, BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE DESIGNER REVIEW OF SHOP DRAWINGS, PRODUCT DATA OR SAMPLES. 6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE DESIGNER ANY ERROR, INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. 7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. 8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE REVIEWED BY THE DESIGNER. 9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT SAFETY REGULATIONS. 11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING AND PLUMBING INCLUDING ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT. 12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRACTOR. 14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT. 15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HER TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. 17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 18. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES AND ELECTRICAL/COMMUNICATION OUTLETS AND SWITCHES WITH DESIGNER IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 19. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED AND/OR INSTALLED. 20. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS ARE TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. 21. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS. 22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 23. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION SUCH ITEM AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND INSTALL. ABBREVIATIONS FO face of FP fireplace, fireproof FR fire resistant FS full size FSK floor sink FST folding shower seat FT foot, feet FTG footing FUR furring GA gage, gauge GB grab bar GC general contractor GBR grab bar rear GBS grab bar side GBV grab bar vertical GF ground face GLAZ glazing GLB glassblock GLV galvanize, galvanized GL glass, glaze, glazing GRD grade GSKT gasket GWB gypsum wallboard GYP gypsum H high, height HB hose bibb HD heavy duty HDR header HDW hardware HEX hexagonal HJ head joint HM hollow metal HORIZ horizontal HT height HWD hardwood HWT hot water tank/heater HVAC heating, ventilation & air conditioning HZ horizontal ICC international code council ID inner diameter INCL include, included INSUL insulate, insulation INST install, installed INT interior JST joist JT joint KO knockout KPL kickplate L left, long, length LAM laminate, laminated LAV lavatory LBL label LH left hand LT light LW lightweight MAS masonry MATL material MAX maximum MB marker board MBR member MDF medium density fiberboard MDO medium density overlay MECH mechanical MED meduim MFR manufacturer MH mop hook MIN minimum MIR mirror MISC miscellaneous MO masonry opening MOD modify, modified MR moisture-resistant MST metal spankrel panel MT mount MTL metal N north NAT natural NI nickel NIC not in contract NMT non-metallic NO number NOM nominal NRC noise reduction coefficient NTS not to scale OA overall OC on center OD outer diameter OFCI owner furnished- contractor installed OFOI owner furnished- owner installed OH overhead OPG opening OPP opposite OPQ opaque SYMBOLS GENERAL NOTES PAV pave, pavers, pavement PCF pounds per cubic foot PED pedestal PERF perforate PFB prefabricated PFN prefinished PKG parking PL plate PLAM plastic laminate PLF pounds per linear foot PLL parallel PLY plywood PNL panel PNT paint POLY polyethyline PR pair PROP property line PSF pounds per square foot PSI pounds per square inch PT paint PTD paper towel dispenser PVC poly vinyl cloride R radius, risers R&S rod and shelf RA return air RAD radius RBB reverse board & batten RD roof drain REF reference, refrigerator REINF reinforce, reinforcement RF roof RFL reflected RH right hand, robe hook RM room RMV remove RO rough opening ROW right of way RVS reverse S south SAM self-adhesive membrane SBK setback SC solid core SCD seat cover dispenser SCHED schedule SCR shower curtain rod SD smoke detector SECT section SF square feet, store front SFTY safety SHT sheet SIM similar SJ seismic joint SLNT sealant SND sanitary napkin dispenser SNR sanitary napkin receptacle SOG slab on grade SP sound proof SQ square SS stainless steel SSS stainless steel shelf STD standard STL steel STOR store, storage STRUCT structural SYM symmetric SYN synthetic SYS system T tempered T&G tongue & groove TB towel bar TEL telephone THK thickness TO top of TOL tolerance TOP top of parapet TOW top of wall TPD toilet paper dispenser TTD toilet tissue dispenser TV television TYP typical UNO unless noted otherwise UL Underwriters Laboratory VB vapor barrier VCT vinyl composite tile VERT vertical VG vertical grain VIF verify in field VIN vinyl VJ v-joint VTO vent to outside W west,wide, width WC water closet WD wood W/D washer/dryer WH wall hung WIC walk-in closet WIN window W/O without WP waterproof WPC waterproofing consultant WR water resistant WRB weather-resistive barrier WTW wall to wall N SCALE: XX ROOM NAME ROOM NUMBER FINISH GROUP DRAWING REFERENCE SHEET NUMBER WALL TYPEMODIFIER MODIFIER REFERENCE DRAWING NAME SCALE REVISION CLOUD REVISION TAG DS ENLARGED DRAWING BUBBLE R### ELEVATION REFERENCE SHEET NUMBER #TITLE 1/8" = 1'- 0" # A-### HW XG LOBBY 100 III X DRAWING REFERENCE DRAWING TITLES NORTH ARROW ROOM AND FINISH TAG GRID LINE AND GRID NUMBER DATUM POINT RELITE NUMBER WINDOW TAG REVISION NUMBER FEC EXHAUST FAN AND DUCT WATER HEATER ELEC PANEL WASHING MACHING OUTLET BOX SLAB STEP DOWNSPOUT ELEVATION REFERENCE SHEET NUMBER DRAWING INDEX EVANS RESIDENCE 608 KONA DR , ARLINGTON, WA 98223 & and < angle @ at # number,pounds [ channel ABV above AC air conditioning, acoustic ACC access ACP acoustic ceiling panel ACT acoustic ceiling tile ADD addendum ADJ adjust, adjustable AFF above finish floor AL aluminum ALT alternate, alternative ALUM aluminum ANOD anodized APPR approximate ARCH architect, architectural AVG average BB board & batten BD board BF barrier free BLDG building BLK block, blocking BLW below BM beam BS both sides BSBL building setback line BSMT basement BTM bottom BTWN between BW both ways CAB cabinet CB catch basin CFM cubic feet per minute CFR chamfer CFT cubic feet CIP cast in place CJ control joint CL centerline CLG ceiling CLR clear, clearance CMU concrete masonry units COL column CONC concrete CONST construction CONT continuous CONTRcontractor, contract CORR corrugated CR corrosion resistant CSMT casement CT ceramic tile CYD cubic yards D deep, depth DBL double DD deck drain DF drinking fountain DIA diameter DIAG diagonal DIM dimenion, dimensional DIV divide, division DN down DR door DS downspout DT drain tile DTL detail DW dishwasher DWG drawing DWR drawer E east (E) existing EA each EF exhaust fan EG existing grade EJ expansion joint EL elevation ELEC electrical ELEV elevator EMER emergency ENCL enclosure, enclose EQ equal EQP equipment EST estimate, estimated EXH exhaust EXP expose, exposed EXST existing EXT exterior FCB fiber-cement board FCT fiber-cement trim FD floor drain FDC fire department conn. FE fire extinguisher FEC fire extinguisher cabinet FF finish floor, frost free, factory finish FG finished grade FIN finish, finished FJ finish joint FLR floor FLSH flash, flashing FLX flexible FND foundation A-### # A-### #C #B#D #A elevation XXX.X' insul. 22 a. elevation XXX.X' A-### #1 EMERGENCY EGRESS LIGHT EXIT SIGN G001 TITLE SHEET AS101 SITE PLAN A101 GROUND LEVEL FLOOR PLAN A201 ELEVATION A501 ASSEMBLIES, WALL, & WINDOW DETAIL OCCUPANCY GROUP R-3 CONSTRUCTION TYPE VB FLOOR AREA (SF) LIVING GARAGE GROUND LEVEL 2,254 SF EXISTING ATTCHED GARAGE 529 SF TOTAL LIVING AREA 2,254 SF 529 SF REQUIRED SEPARATION NO # OF STORIES 1 FULLY SPRINKLERED NO PROPERTY INFO. OWNER: KIMORI, EVANS ADDRESS: 608 KONA DR , ARLINGTON, WA 98223 PARCAL NUMBER: 00747800002000 ZONE : R-9,600 APPLICABLE CODES BASED ON THE 2018 I.R.C, 2018 UPC, 2018 WA STATE ENERGY CODE, AND CITY DESIGN & CONSTRUCTION STANDARDS & SPECIFICATIONS. PROJECT DESCRIPTION PROJECT CONSISTS OF ADDING 4 NEW BEDROOM, TWO AND RENOVATING TWO EXISTING BATHROOM TO WHEELCHAIR ACCESSIBLE WALK IN SHOWER. LEGAL DESCRIPTION OF PROPERTY: KONA CREST BLK 000 D-00 LOT 20 PARCEL NUMBER: 00747800002000 ENERGY NOTES ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 2018. MINIMUM INSULATION (R) VALUES OR U- VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) R-49 MIN. CEILING INSULATION (VAULTED) R-38 MIN. INSULATED WALLS R-21 MIN. SLAB EDGE R-10 FLOOR R-38 MIN. ENERGY CREDIT NOTES (3 CREDITS NEEDED): 1. OPTION 1.5 (CREDIT 2.0) EFFICIENT BUILDING ENVELOPE 2. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER SYSTEM VICINITY MAP SEPARATE PERMITS - MECHANICAL - ELECTRICAL - PLUMBING DATE: SHEET: PROJECT NUMBER 01/11/22 G001 TITLE SHEET 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 # DATE DESCRIPTION AD J A C E N T PR O P E R T Y AD J A C E N T PR O P E R T Y AD J A C E N T PR O P E R T Y AD J A C E N T PR O P E R T Y EXISTING HOUSE 00747800002000 BU I L D I N G FO O T P R I N T BU I L D I N G FO O T P R I N T PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY L IN E PROPERTY LINE RE AR SETBACK 10' - 0" FRONT SETBACK 25' - 0" STANDARD PARKING 8.5'x18' STANDARD PARKING 8.5'x18' SIDE SETBACK 5' - 0" SIDE SETBACK 5' - 0" 91 ' - 4 1 / 4 " 87' - 7" 78' - 6 3/4" 77' - 6" 96' - 0" 91' - 11 3/4" EXISTING TREE 19' - 5 1/2" 12' - 0" BU I L D I N G FO O T P R I N T BU I L D I N G FO O T P R I N T 2' - 0" 2' - 0 " 2' - 0 " 2' - 0"2' - 0 " 2' - 0" GR E E N AR E A GR E E N AR E A GR E E N AR E A EX . WO O D FE I N C E EX I S T I N G TR E E , T Y P . 13' - 10 1/2" SIDE SETBACK 5' - 0" PRIVET DRIVEWAY KONA D R W MARION ST 4" / 1 2 " 4" / 1 2 " 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12"4" / 12" 20' - 0" OWNER: KIMORI, EVANS ADDRESS: 608 KONA DR, ARLINGTON, WA 98223 PARCAL NUMBER: 00747800002000 ZONE: R-9,600 LEGAL DESCRIPTION: KONA CREST BLK 000 D-00 LOT 20 1. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY. 2. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3. NO SITE DISTURBANCE PROPOSED. SITE AREA .17 ACRES EXISTING RESIDENCE 2,254 SQ.FT TOTAL COVERAGE 2,254 / 7,405 = 30% SITE PLAN NOTES: SITE COVERAGE * NO NEW OR REPLACED HARD SURFACE DATE: SHEET: PROJECT NUMBER 01/11/22 AS101 SITE PLAN 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 1" = 10'-0"1 SITE PLAN # DATE DESCRIPTION REF. UP PROPOSED CAIRGIVER ROOM 15 LUNDRY 11 BEDROOM E 10 PROPOSED BEDROOM D 09 BEDROOM C 08 PROPOSED BEDROOM B 07 BATH 2 06BATH 1 05BEDROOM A 04 96 SF 132 SF 150 SF 150 SF 51 SF 86 SF 150 SF PROPOSED OFFICE 13PROPOSED BEDROOM F 14 UTILITY 12 S/C SMOKE DETECTOR/ CARBON MONO, TYP. (N) 48"x48", MAX. 44" A.F.F.(N) 48"x48", MAX. 44" A.F.F.(N) 48"x48", MAX. 44" A.F.F. (N) 48"x48", MAX. 44" A.F.F. (N ) 4 8 " x 4 8 " , M A X . 4 4 " A . F . F . (N ) 4 8 " x 4 8 " , M A X . 4 4 " A . F . F . (N) 48"x48", MAX. 44" A.F.F. (N ) 4 8 " x 4 8 " , M A X . 4 4 " A . F . F . S/C S/C S/C S/C S/C S/C S/C S/C S/C S/C CL O S E T CLOSET EXISTING POST TO REMAIN CLOSET CLOSET CLOSET CL O S E T FAMILY ROOM 01 DINING AREA 02 KITCHEN 03 HALLWAY 16 CLOSET CLOSET (N) 36"x80" (N) 36"x80" (N) 32"x80" (N ) 3 2 " x 8 0 " DOUBLE (N) 36"x80"(N) LIGHT SMOKE DETECTOR/ CARBON MONO, TYP. (N) LIGHT, TYP SMOKE DETECTOR/ CARBON MONO, TYP. EXISTING POST TO REMAIN (N) LIGHT (N) LIGHT (N) LIGHT, TYP (N) LIGHT, TYP (N) LIGHT, TYP (N) LIGHT, TYP (N) LIGHT, TYP (N) LIGHT & EXUST FAN. (N) VANITY LIGHT (N) LIGHT & EXUST FAN. (N) VANITY LIGHT (N ) 3 6 " x 8 0 " (N ) 3 6 " x 8 0 " (N ) 3 6 " x 8 0 " (N) 36"x80" (N) 36"x80"(N) 36"x80" (N) 36"x80" (N) 28"x80" (N) 80"x80" SLIDER (N) 80"x80" SLIDER (N) 60"x80" SLIDER SMOKE DETECTOR/ CARBON MONO, TYP. (N) LIGHT & EXUST FAN. (N) LIGHT, TYP 1" / 1 2 ' RA M P SL O P E HANDRAIL BOTH SIDES 34" MIN - 38" MAX HT., TYP. HIGH ALUMINUM PUSH PLATE SURFACE FOR TRANSITION MIN. 3X3 LANDING MIN. 3X3 LANDING (N ) 4 8 " x 8 0 " S L I D E R (N) 60"x80" SLIDER SMOKE DETECTOR/ CARBON MONO, TYP. SMOKE DETECTOR/ CARBON MONO, TYP. SMOKE DETECTOR/ CARBON MONO, TYP. SMOKE DETECTOR/ CARBON MONO, TYP. 24A 24A 24A 24A 24A 24A 24A 24A 24A 24A24A 24B 24A 24A 24A 24A 24A 24A 24A 24A 24A 24A 24A 24A 24A REMOVE 2 EXISTING GARAGE DOOR, INFILL OPENING WITH WALL TYPE 24B , TYP. 3 NEW BOWLER, IN FRONT OF BLDG, TYP. 9 A501 9 A501 9 A501 24b REMOVE 2 EXISTING GARAGE DOOR, INFILL OPENING WITH WALL TYPE 24B , TYP. 8' - 0 " 8' - 0 " SMOKE DETECTOR/ CARBON MONO, TYP. SMOKE DETECTOR/ CARBON MONO, TYP. S/C SMOKE DETECTOR/ CARBON MONO, TYP. 24A 24A A201 2 A301 1 Sim 7' - 0 1/2"11' - 1 1/4" 2' - 4 3/4"11' - 2 1/2"10' - 11" 2' - 4 3 / 4 " 9 ' - 1 0 " 9 ' - 1 0 1 / 2 " 6' - 8 1/4"3' - 5" 2' - 4 3 / 4 " 8 ' - 2 1 / 4 " 5 ' - 7 1 / 4 " 3' - 7"3' - 10 1/2" 4' - 0 1 / 2 " 4' - 4 3/4" 5' - 2 " 4' - 0 1 / 2 " 2' - 1 1 / 4 " 4' - 7 3/4"2' - 4 3/4" 6' - 9 3 / 4 " 1' - 8 1/4"5' - 1 1/4" 5' - 4 3/4"1' - 4" 1. ALL DIMENSIONS ARE FROM FACE-OF-STUD TO FACE-OF-STUD, AND FACE-OF-BLOCK TO FACE-OF-BLOCK. 2.LUMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR BETTER. 3.FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER. 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. 5. PROVIDE WALL & FLOOR STOPS AT DOORS AS REQUIRED. 6. INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE. 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. 8. TIE NEW ELECTRICAL INTO EXISTING. 9. FINAL ELECTRICAL LAYOUT TO BE COORDINATED WITH AND APPROVED BY OWNER. FLOOR PLAN NOTES EXISTING TO REMAIN NEW EXTERIOR STUD WALL 2X @ 16" O.C W/ SIDING/ HOUSE WRAP O/ PLY WD ON EXT. FACE, 1/2" GYP. BD. O/VAPOR BARRIOR AT INSIDE FACE AND R-21 BATTS BTWN, U.N.O NEW 4" INTERIOR STUD WALL - 2X4 @ 16" O.C. W/ 1/2" GYP BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2X6 WHERE NEC. FOR PLUMBING U.N.O. WALL LEGEND ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 2018. MINIMUM INSULATION (R) VALUES OR U-VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) R-49 MIN. CEILING INSULATION (VAULTED) R-38 MIN. INSULATED WALLS R-21 MIN. SLAB EDGE R-10 FLOOR R-38 MIN. ENERGY CREDIT NOTES (3 CREDITS NEEDED): 1. OPTION 1.5 (CREDIT 2.0) EFFICIENT BUILDING ENVELOPE 2. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER SYSTEM ENERGY NOTES DATE: SHEET: PROJECT NUMBER 01/11/22 A101 GROUND LEVEL FLOOR PLAN 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 3/8" = 1'-0"1 MAIN FLOOR # DATE DESCRIPTION MAIN FLOOR 0' -0" B.O. STRUCTURE 9' -0" T.O ROOF 14' -0 3/4" NEW WINDOWS AT BEDROOM, SEE SHEET A501 FOR WINDOW FLASHING SEQUENCING AND DETAILS, TYP. 4 A501 3 A501 2 A501 4 A501 3 A501 2 A501 4' - 0" 4' - 0 " 4' - 0 " 4' - 0"4' - 0" 4' - 0 " NEW WINDOWS AT BEDROOM, SEE SHEET A501 FOR WINDOW FLASHING SEQUENCING AND DETAILS, TYP. 5' - 0 3 / 4 " 9' - 0 " 14 ' - 0 3 / 4 " MAIN FLOOR 0' -0" B.O. STRUCTURE 9' -0" T.O ROOF 14' -0 3/4" 4' - 0 " 4' - 0" 4' - 0 " 4' - 0" 4 A501 3 A501 2 A501 NEW WINDOWS AT BEDROOM, SEE SHEET A501 FOR WINDOW FLASHING SEQUENCING AND DETAILS, TYP. 5' - 0 3 / 4 " 9' - 0 " 14 ' - 0 3 / 4 " DATE: SHEET: PROJECT NUMBER 01/11/22 A201 ELEVATION 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 # DATE DESCRIPTION 3/8" = 1'-0"2 WEST ELEVATION 3/8" = 1'-0"1 SOUTH ELEVATION. COMPACTED SUBGRADE TO 95% 38 " G U A R D R A I L 1' - 0" 6" SLEEVE SET POST OPTION: 8" MIN. DIA. CONCRETE POST FOOTING. SET IN 6" DEEP SLEEVES PACKED W/ NON-SHRINK GROUT PT WOOD POST AND HANDRAIL ON BOTH SIDES OF RAMP 36 " H A N D R A I L 5" THICK CONCRETE WITH #3'S @ 18" O.C.B.W1' - 0" 1' - 6 " 1 1/2" WIDTH 1 TREAD WALL MOUNTED RAIL 1' - 0" WA L L 1 1/2" 1 1/2" 4x4 PT POST BATH 2 06 BATH 1 05 (N) 36"x80"(N) 36"x80" 25" MIN. - 30" MAX. 2' - 6" 25" MIN. - 30" MAX. 2' - 6" 6" 4" 1' - 8" 6" 3' - 0" 6"4' - 0"6" 5' - 0" 6"4' - 0"6" 5' - 0" 6" 1' - 8" 4" 3' - 0" 1' - 6" 6" 2' - 0" 4" 1' - 2 1/2" 1' - 2 1/2" 1' - 6" 7' - 2 1/4"5' - 1 1/4" 9' - 2 1/4" PROVIDE BACKING IN WALL FOR INSTULATION OF GRAB BAR, TYP ALL SIDE. PROVIDE BACKING IN WALL FOR INSTULATION OF GRAB BAR, TYP ALL SIDE. DATE: SHEET: PROJECT NUMBER 01/11/22 A301 TYP. ENLARGED BATH PLAN 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 3" = 1'-0" GRAB BAR REQUIREMENTS PER R325.8 IRC # DATE DESCRIPTION 1 1/2" = 1'-0" COLUMN FOUNDATION DETAIL 1 1/2" = 1'-0" HANDRAIL EXTENSIONS DETAIL 3/4" = 1'-0" RAMP/ HANDRAILS DETAIL PER R325.9.1 3/4" = 1'-0"1 ENLARGED BATH PLAN FIRE TEST INSL STC STANDARDS NR NA NA 2x6 EXTERIOR WALL24b FIRE TEST INSL STC STANDARDS NR NA NA (1) LAYER 5/8 GWB. AT WET AREAS, ADD WATER RESYSTANT DRYWALL. (1) LAYER 5/8" GWB. AT WET AREAS, ADD WATER RESYSTANT DRYWALL. FINISH PER OWNER FINISH PER SCHED. 2x4 INTERIOR WALL24 2x4 WD STUDS @ 16" OC PLYWOOD PER STRUCTURAL WHERE REQ.2X6 PER IRC SHEATHING SIDING TO MATCH EIXTING ADJACENT WALL (1) LAYER 5/8" GWB EXTERIORINTERIOR FINISH PAINT, CORD. W/ OWNER FOR COLOR R21 FIBERGLASS BATT INSUL. PLUS 12 ci CLADDING PER ELEVATIONS FLASHING AND SEALANT PER B.E. DRAWINGS SLIDING DOOR PER SCHEDULE & MFR CAULK HEADER PER STRUCT. EXTERIOR FACE BEYOND SHEATHING FURRING STRIPS INS. PER WALL TYPE EXTERIOR1/ 2 " INTERIOR CAULKWINDOW PER SCHEDULE & MFR FLASHING & SEALANT PER B.E. DWGS EXTERIOR INTERIOR SHEATHING FURRING STRIPS FCB PER EXT. ELEV. INS. PER WALL TYPE 2X WD POST WINDOW PER SCHEDULE INS. PER WALL TYPE FRAMING MEMBER PER STRUCT. SHEATHING FCB PER EXTERIOR ELEVATIONS FURRING STRIPS EXTERIOR 1/2" x1/2" Metal Angle Back Dam Flexwrap NF Sill Flashing or Approved Equal Wrap Sill Flashing Up Onto Back Dam Wrap WRB Into Openings at Jambs Turn up WRB at Head for Window Installation WRB Per Specifications Interior: Expanding Foam or Caulk Gap at Window to Jamb. Fill Seam Between Back Dam and Window with Caulk Lap WRB Over Head Flashing StraightFlash or Approved Equal at Head and Jambs Set Window in Sealant 3- Sides Do not Caulk Sill Jamb Flashing Must Lap Under Head Flashing Tape All Seams (Typ.) Window R/O Shims Tape Seam If Windows are Installed Prior to WRB - Install a Portion of WRB Min. 12" Larger Than the Window R/O Lap Primary WRB as Shown and Tape All Seams R-49 ADVANCED INSULATION NEW WALL, SEE WALL TYPE 24B MIN R-7.5 RIGID INSULATION BETWEEN THE SLEEPERS SOLID BLOCKING AT BEARING POINTS 2X4 PT SLEEPERS AT 8' O.C. MAX. FASTEN SECURELY TO SLAB USING CORROSION RESISTANT FASTENERS (2-1/2 IN. DRIVE PINS WITH WASHERS). CONTINUOUS SOLID BLOCKING OR 2X4 PONY WALL TO JOISTS ABOVE. MIN. 2X6 FLOOR JOISTS @ 16" O.C. MIN R-5 RIGID INSULATION ON STEMWALL UP TO 9" EXPOSED HIGH. 3/4" PLYWOOD SUBFLOOR #4 REBAR EMBED 3" MIN INTO SIDE STEMWALL AND SLAB @ 48" O.C. MAX. 1/2" ANCHOR BOLTS @ 6FT O.C. EMBED 7" MIN. INTO CURB. USE SCREW ANCHORS INTO SLAB WHERE CURB IS LESS THAN 7" TALL. USE 3"X3"X0.25" PLATE WASHERS.FRAME WALL WITH 2X6 STUDS @ 16" O.C. WITH 1/2" SHEATING ON THE EXTERIOR. R-21 FIBERGLASS BATT INSUL. PLUS 12 ci JOIST HANGER ATTACHED W/ 1/2" DIAMETER APPROVED EXPANSION EPOXY OR ADHESIVE ANCHORS WITH WASHERS 2X LEDGER BOARD; MUST BE GREATER THAN OR EQUALT TO THE SIZE OF THE JOIST. DATE: SHEET: PROJECT NUMBER 01/11/22 A501 ASSEMBLIES, WALL & WINDOW DETAIL 608 KONA DR ARLINGTON, WA 98223 BUILDING PERMIT EVANS RESIDENCE 211210 1" = 1'-0" WALL ASSEMBLIES 3" = 1'-0" WINDOW HEAD 3" = 1'-0" WINDOW JAME 3" = 1'-0" WINDOW STILL 3/4" = 1'-0" WINDOW FLASHING DETAILS 3" = 1'-0" WALL- FLOOR - PARALLEL DETAIL 3" = 1'-0" WALL TO FLOOR DETAIL # DATE DESCRIPTION 1 1/2" = 1'-0" RAISED FLOOR DETAIL !"#&' ()*+,)/' 01234()*+,)-5566 77899 :;<=@>A ,=)2B:+2CD8E9?$/& 0123()*+,)F$/ GH H I. 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