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Home My WebLink About608 Kona Dr_BLD4506_2025 WALL LEGEND 10' - 0" 10' - 0" 2' - 4 3/4" 14' - 3 1/4" EXISTING TO REMAIN NEW EXTERIOR STUD WALL 2X @ 16" O.C W/ SIDING/ (N) 48"x48", MAX. 44" A.F.F. (N) 48"x48", MAX. 44" A.F.F. (N) 48"x48", MAX. 44" A.F.F. HOUSE WRAP O/ PLY WD ON EXT. FACE, 1/2" GYP. BD. O/VAPOR BARRIOR AT INSIDE 4' - 10 1/4" 4' - 9 3/4" FACE AND R-21 BATTS BTWN, U.N.O (N) LIGHT, TYP NEW 4" INTERIOR STUD WALL - 2X4 @ 16" O.C. W/ 1/2" GYP BD. BEDROOM D EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2X6 WHERE BEDROOM E 54 NEC. FOR PLUMBING U.N.O. 53 AREA: 113S.F 24A CLOSET AREA: 130 S.F (N) LIGHT, TYP 11' - 5 1/4" BEDROOM C (N) LIGHT, TYP 55 EVANS AREA: 200 S.F RESIDENCE 16' - 0 3/4" SMOKE DETECTOR/ (N) 48"x80" SLIDER (N) 48"x80" SLIDER 2 CAR GARAGE 24A (N) 48"x48", MAX. 44" A.F.F. CARBON MONO, TYP. (N) LIGHT, TYP 46 EXISTING DECK W 24A 608 KONA DR S/C ARLINGTON, WA 98223 SMOKE DETECTOR/ 24A CARBON MONO, TYP. 24A PROJECT NUMBER S/C D " 211210 0 8 "x (N) 60"x80" SLIDER 6 24A ) 3 S/C SMOKE DETECTOR/ CLOSET 4' - 3 1/4" (N CARBON MONO, TYP. 24A FLOOR PLAN NOTES 24A CLOSET 2' - 4 3/4" (N) 48"x80" SLIDER (N) 36"x80" (N) 36"x80" 1. ALL DIMENSIONS ARE FROM FACE-OF-STUD TO FACE-OF-STUD, AND FACE-OF-BLOCK TO (N) 36"x80" FACE-OF-BLOCK. 4' - 3" 4' - 7 1/4" 2' - 4 3/4" CAIRGIVER ROOM 3' - 2" 2.LUMBER TO BE FOREST STEWARDSHIP 3' - 5" COUNCIL CERTIFIED DOUGLAS FIR#2 OR 56 BETTER. BUILDING AREA: 75 S.F 3.FINISH MATERIALS NOT SPECIFIED TO BE PERMIT ALIGN SMOKE DETECTOR/ 24A 24A COORDINATED WITH OWNER. S/C CARBON MONO, TYP. 24A (N) LIGHT, TYP 8' - 3 1/2" 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. (N) 36"x80" 5. PROVIDE WALL & FLOOR STOPS AT DOORS AS (N) 36"x80" 6' - 3 1/4" 3' - 1 1/4" REQUIRED. CLOSET 6. INTERIOR DOOR HARDWARE TO BE LEVER SMOKE DETECTOR/ 24A (N) 48"x80" SLIDER S/C CARBON MONO, TYP. TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT BATH 1 DOOR HARDWARE SHALL UNLOCK INSIDE AND (N) 36"x80" - - OUTSIDE MECHANISMS WHEN EXITING THE BEDROOM A 48 BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIAL 49 BATH 2 KNOWLEDGE. AREA: 150 S.F 47 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. S/C 6' - 2 3/4" 8. TIE NEW ELECTRICAL INTO EXISTING. SMOKE DETECTOR/ 24A 3' - 0" 9. FINAL ELECTRICAL LAYOUT TO BE CARBON MONO, TYP. HIGH ALUMINUM PUSH COORDINATED WITH AND APPROVED BY PLATE SURFACE FOR OWNER. TRANSITION HANDRAIL BOTH SIDES (N) 28"x80" 34" MIN - 38" MAX HT., TYP. UP (N) 48"x80" SLIDER (N) 48"x80" SLIDER S/C MIN. 3X3 LANDING CLOSET CLOSET SMOKE DETECTOR/ CARBON MONO, TYP. 1"/12' SLOPE S/C CONCRETE RAMP SMOKE DETECTOR/ CARBON MONO, TYP. " 80 1 Date 1 Revision 1 "x 6 # DATE DESCRIPTION ) 3 (N 24A SMOKE EXISTING DECK DETECTOR/ CARBON MONO, TYP. S/C 24A PRIVATE BEDROOM 57 AREA: 142 S.F DINING AREA 58 (N) 36"x80" 3' - 8" 24A PROPOSED BATHROOM 60 24A KITCHEN (N)28"x80" 8' - 10 1/2" GROUND LEVEL FLOOR PLAN 59 5' - 5" 24A CLOSET 24A 3' - 0" 24A REF. DATE: 04/25/22 SHEET: A101 MAIN FLOOR 1 3/8" = 1'-0" âœ” 608 Kona Drive 11,000 00747800002000 âœ” PROJECT CONSISTS OF ADDING4 NEW BEDROOM, TWO AND RENOVATING TWO EXISTING BATHROOM TO WHEELCHAIR ACCESSIBLE WALK IN SHOWER. EVENS KIMORI michaelashinay@gmail.com 206.458.0223 608 Kona Drive Arlington WA 98223 N/A 23 23 15 530 7405 2592 2254 7405 30.4 âœ” âœ” âœ” MICHAEL ASHINAY 3/10/2022 ABBREVIATIONS SYMBOLS GENERAL NOTES EVANS RESIDENCE &and FO face of PAV pave, pavers, pavement 1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL CONTRACT <angle FP fireplace, fireproof PCF pounds per cubic foot DRAWING REFERENCEDRAWING DOCUMENTS. 608 KONA DR , REFERENCE @at FR fire resistant PED pedestal # 2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR # number,pounds FS full size PERF perforate A-### AGREEMENT, THE CONDITIONS OF CONTRACT (GENERAL, SUPPLEMENTARY, ARLINGTON, WA 98223 [ channel FSK floor sink PFB prefabricated SHEET NUMBER AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL FST folding shower seat PFN prefinished ENLARGED ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. ABV above FT foot, feet PKG parking DRAWING DRAWING INDEX AC air conditioning, acoustic FTG footing PL plate DRAWING TITLES BUBBLE 3. M&M DESIGN IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN ACC access FUR furring PLAM plastic laminate DRAWING NAME THESEPLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS ACP acoustic ceiling panel PLF pounds per linear foot TITLE MADEUNDER TITLE 17 OF THE UNITED STATES CODE AND ALL APPLICABLE G001 TITLE SHEET ACT acoustic ceiling tile GA gage, gauge PLL parallel # SCALE:1/8" = 1'- 0" TREATIESAND FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE SEPARATE PERMITS USEDFOR REFERENCE ONLY. eMD WILL TAKE NO RESPONSIBILITY FOR ANY AS101 SITE PLAN ADD addendum GB grab bar PLY plywood CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LICENSE IS REFERENCE SCALE GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY. ADJ adjust, adjustable GC general contractor PNL panel A101 GROUND LEVEL FLOOR PLAN - MECHANICAL AFF above finish floor GBR grab bar rear PNT paint 4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE NORTH ARROW A201 ELEVATION AL aluminum GBS grab bar side POLY polyethyline CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE - ELECTRICAL ALT alternate, alternative GBV grab bar vertical PR pair N SUCHCONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR A501 ASSEMBLIES, WALL, & WINDOW DETAIL TOBE INCORPORATED IN SUCH CONSTRUCTION. ALUM aluminum GF ground face PROP property line -PLUMBING ANOD anodized GLAZ glazing PSF pounds per square foot 5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF THE APPR approximate GLB glassblock PSI pounds per square inch CONTRACT DOCUMENTS. THE DESIGNER WILL REVIEW THEM, BUT ONLY FOR EVANS ARCH architect, architectural GLV galvanize, galvanized PT paint CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE AVG average GL glass, glaze, glazing PTD paper towel dispenser INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR PROPERTY INFO. PROJECT DESCRIPTION SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE RESIDENCE GRD grade PVC poly vinyl cloride REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE DESIGNER REVIEW OF BB board & batten GSKT gasket SHOP DRAWINGS, PRODUCT DATA OR SAMPLES. PROJECT CONSISTS OF ADDING 4 NEW BEDROOM, TWO OWNER: BD board GWB gypsum wallboard R radius, risers # AND RENOVATING TWO EXISTING BATHROOM TO 6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT KIMORI, EVANS BF barrier free GYP gypsum R&S rod and shelf A-### DOCUMENTS AND SHALL AT ONCE REPORT TO THE DESIGNER ANY ERROR, WHEELCHAIR ACCESSIBLE WALK IN SHOWER. BLDG building RA return air INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT ADDRESS: 608 KONA DR BLK block, blocking RAD radius LEGAL DESCRIPTION OF PROPERTY: ARLINGTON, WA 98223 CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, 608 KONA DR , BLW below H high, height RBB reverse board & batten elevation PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. ARLINGTON, WA 98223 BM beam HB hose bibb RD roof drain XXX.X' KONA CREST BLK 000 D-00 LOT 20 BS both sides HD heavy duty REF reference, refrigerator 7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. PROJECT NUMBER BSBL building setback line HDR header REINF reinforce, reinforcement DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO PARCAL NUMBER: PARCEL NUMBER: elevation LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE 00747800002000 00747800002000 BSMT basement HDW hardware RF roof XXX.X' DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. 211210 BTM bottom HEX hexagonal RFL reflected BTWN between HJ head joint RH right hand, robe hook 8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY ZONE : SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE R-9,600 BW both ways HM hollow metal RM room #A ELEVATION REFERENCE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN HORIZ horizontal RMV remove OR CALLED FOR AND SHALL BE REVIEWED BY THE DESIGNER. CAB cabinet HT height RO rough opening #DA-####B 9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE CB catch basin HWD hardwood ROW right of way #C MINIMUM STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL APPLICABLE CODES ENERGY NOTES SHEET NUMBER CFM cubic feet per minute HWT hot water tank/heater RVS reverse BUILDING CODE AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, CFR chamfer HVAC heating, ventilation & REGULATIONS AND ORDINANCES. ENERGY CODE COMPLIANCE SHALL BE AS PER THE CFT cubic feet air conditioning Ssouth 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY BASED ON THE 2018 I.R.C, 2018 UPC, 2018 WA STATE ENERGY CODE, AND BUILDING WASHINGTON STATE ENERGY CIP cast in place HZ horizontal SAM self-adhesive membrane EXIT SIGN DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT CITY DESIGN & CONSTRUCTION STANDARDS & SPECIFICATIONS. CJ control joint SBK setback SAFETY REGULATIONS. CODE 2018. MINIMUM INSULATION (R) VALUES OR U- PERMIT VALUES OF COMPONENTS SHALL BE AS FOLLOWS: CL centerline ICC international code SC solid core ELEVATION REFERENCE 11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL CLG ceiling council SCD seat cover dispenser #1 MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING AND PLUMBING INCLUDING OCCUPANCY GROUP R-3 GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CLR clear, clearance ID inner diameter SCHED schedule A-### ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE CEILING INSULATION (ATTIC) R-49 MIN. CMU concrete masonry units INCL include, included SCR shower curtain rod EQUIPMENT. CONSTRUCTION TYPE VB CEILING INSULATION (VAULTED) R-38 MIN. COL column INSUL insulate, insulation SD smoke detector SHEET NUMBER INSULATED WALLS R-21 MIN. CONC concrete INST install, installed SECT section 12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER CONST construction INT interior SF square feet, store front BEST SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL SLAB EDGE R-10 MODIFIER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FLOOR AREA (SF) LIVING GARAGE FLOOR R-38 MIN. CONT continuous SFTY safety WALL TYPE AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRcontractor, contract JST joist SHT sheet a. MODIFIER CONTRACT. 22 GROUND LEVEL 2,254 SF ENERGY CREDIT NOTES (3 CREDITS NEEDED): CORR corrugated JT joint SIM similar insul. CR corrosion resistant SJ seismic joint 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS EXISTING ATTCHED GARAGE 529 SF 1. OPTION 1.5 (CREDIT 2.0) EFFICIENT BUILDING OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND ENVELOPE CSMT casement KO knockout SLNT sealant EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CT ceramic tile KPL kickplate SND sanitary napkin dispenser CONTRACT WITH THE CONTRACTOR. ROOM AND FINISH TAG 2. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER CYD cubic yards SNR sanitary napkin receptacle L left, long, length SOG slab on grade LOBBY ROOM NAME 14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT SYSTEM MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT. D deep, depth LAM laminate, laminated SP sound proof 100 ROOM NUMBER DBL double LAV lavatory SQ square III FINISH GROUP 15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM TOTAL LIVING AREA 2,254 SF 529 SF DD deck drain LBL label SS stainless steel ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER GRID LINE AND GRID NUMBER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE REQUIRED SEPARATION NO DF drinking fountain LH left hand SSS stainless steel shelf ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT DIA diameter LT light STD standard AS WELL AS ALL HIS/HER TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, DIAG diagonal LW lightweight STL steel XG AND SURPLUS MATERIALS. # OF STORIES 1 DIM dimenion, dimensional STOR store, storage 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR DIV divide, division MAS masonry STRUCT structural PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, FULLY SPRINKLERED NO DN down MATL material SYM symmetric DATUM POINT STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF DR door MAX maximum SYN synthetic CONSTRUCTION. DS downspout MB marker board SYS system 17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE VICINITY MAP DT drain tile MBR member CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, DTL detail MDF medium density Ttempered EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES DW dishwasher fiberboard T&G tongue & groove RELITE NUMBER NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DWG drawing MDO medium density TB towel bar R### DWR drawer overlay TEL telephone 18. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES AND MECH mechanical THK thickness ELECTRICAL/COMMUNICATION OUTLETS AND SWITCHES WITH DESIGNER IN Eeast MED meduim TO top of WINDOW TAG THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. (E) existing MFR manufacturer TOL tolerance EA each MH mop hook TOP top of parapet XX 19. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, EF exhaust fan MIN minimum TOW top of wall SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER EG existing grade MIR mirror TPD toilet paper dispenser BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED EJ expansion joint MISC miscellaneous TTD toilet tissue dispenser AND/OR INSTALLED. # DATE DESCRIPTION EL elevation MO masonry opening TV television REVISION NUMBER 20. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS ELEC electrical MOD modify, modified TYP typical X REVISION TAG ARE TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED ELEV elevator MR moisture-resistant REVISION CLOUD DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. EMER emergency MST metal spankrel panel UNO unless noted otherwise 21. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE ENCL enclosure, enclose MT mount UL Underwriters Laboratory FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL EQ equal MTL metal ACCEPTANCE, AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT FEC EMERGENCY DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO EQP equipment VB vapor barrier EGRESS LIGHT THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE EST estimate, estimated Nnorth VCT vinyl composite tile REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS. EXH exhaust NAT natural VERT vertical EXP expose, exposed NI nickel VG vertical grain 22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE EXST existing NIC not in contract VIF verify in field EXHAUST FAN AND DUCT CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS EXT exterior NMT non-metallic VIN vinyl NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. NO number VJ v-joint FCB fiber-cement board NOM nominal VTO vent to outside 23. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT WATER HEATER DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS FCT fiber-cement trim NRC noise reduction REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION SUCH ITEM FD floor drain coefficient W west,wide, width HW AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. FDC fire department conn. NTS not to scale WC water closet PROVIDE MEANS TO FURNISH AND INSTALL. FE fire extinguisher WD wood ELEC PANEL FEC fire extinguisher cabinet OA overall W/D washer/dryer TITLE SHEET FF finish floor, frost free, OC on center WH wall hung factory finish OD outer diameter WIC walk-in closet WASHING MACHING OUTLET BOX FG finished grade OFCI owner furnished- WIN window FIN finish, finished contractor installed W/O without FJ finish joint OFOI owner furnished- WP waterproof DATE: 01/11/22 FLR floor owner installed WPC waterproofing consultant SLAB STEP FLSH flash, flashing OH overhead WR water resistant FLX flexible OPG opening WRB weather-resistive barrier FND foundation OPP opposite WTW wall to wall DOWNSPOUT SHEET: OPQ opaque DS G001 SITE PLAN NOTES: 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 COVERAGE SITE AREA .17 ACRES EVANS EXISTING RESIDENCE 2,254 SQ.FT RESIDENCE TOTAL COVERAGE 2,254 / 7,405 = 30% * NO NEW OR REPLACED HARD SURFACE 608 KONA DR ARLINGTON, WA 98223 ADJACENT PROPERTY PROJECT NUMBER ADJACENT PROPERTY 211210 96' - 0" BUILDING PROPERTY LINE R PERMIT D 6" S " - 7' ID PRIVET DRIVEWAY 0 7 E 5' 25' - 0" ' - A S - 0 0 E E 2 IN T " FRONT Y L B SETBACK T A R C E N P K O R P 91' - 11 3/4" KO STANDARD 2' - 0" PARKING 8.5'x18' EXISTING TREE 4" / 12" 4" / 12" 2' - 0" 2' - 0" GREEN AREA 4" / 12" 4" / 12" STANDARD ADJACENT PROPERTY PARKING 8.5'x18' ADJACENT PROPERTY BUILDING BUILDING BUILDING FOOTPRINT FOOTPRINT FOOTPRINT 4" / 12" E E IN " IN L Y /4 5 ' L - 0 4" / 12" 3 Y " EXISTING 4" / 12" RT 91' - 4 1/4" 6 S ID 2' - 0" - T E S E HOUSE ' TB E A C 78 ER K 00747800002000 P P O O PR # DATE DESCRIPTION R 12' - 0"EX. WOOD FEINCE P 2' - 0" 5' - 0" 13 4" / 12" ' - 1 0 1 /2 " SIDE SETBACK BUILDING FOOTPRINT 2' - 0" GREEN AREA GREEN AREA " /2 1 5 - K ' C 9 A 1 " B EXISTING TREE, TYP. - 0 T ' E 0 S 1 R A RE SITE PLAN PROPERTY LINE W MARION ST 87' - 7" DATE: 01/11/22 SHEET:AS101 SITE PLAN 1 1" = 10'-0" WALL LEGEND A201 2 11' - 1 1/4" 7' - 0 1/2" EXISTING TO REMAIN 10' - 11" 11' - 2 1/2" 2' - 4 3/4" NEW EXTERIOR STUD WALL (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. 2X @ 16" O.C W/ SIDING/ HOUSE WRAP O/ PLY WD ON PROPOSED EXT. FACE, 1/2" GYP. BD. O/VAPOR BARRIOR AT INSIDE OFFICE 24A FACE AND R-21 BATTS BTWN, U.N.O 24A 13 PROPOSED (N) LIGHT BEDROOM C (N) LIGHT, TYP 51 SF 9 BEDROOM F (N) LIGHT, TYP (N) LIGHT, TYP CLOSET NEW 4" INTERIOR STUD WALL - SMOKE DETECTOR/ 08 2X4 @ 16" O.C. W/ 1/2" GYP BD. A501 14 6' - 9 3/4" CARBON MONO, TYP. EA. SIDE AND SOUND BATT 132 SF 86 SF (N) LIGHT INSUL. BTWN. USE 2X6 WHERE UTILITY NEC. FOR PLUMBING U.N.O. 24A 8' - 0" 12 24A (N) LIGHT, TYP ENERGY NOTES S/C BEDROOM E PROPOSED (N) 32"x80" 24A BEDROOM D ENERGY CODE COMPLIANCE SHALL BE AS PER 10 (N) 48"x48", MAX. 44" A.F.F. EVANS REMOVE 2 EXISTING THE WASHINGTON STATE ENERGY EXISTING POST 09 GARAGE DOOR, INFILL 24A TO REMAIN 150 SF CODE 2018. MINIMUM INSULATION (R) VALUES OR OPENING WITH WALL (N) 60"x80" SLIDER 2' - 4 3/4" 4' - 7 3/4" 24A 150 SF SMOKE DETECTOR/ U-VALUES OF COMPONENTS SHALL BE AS RESIDENCE TYPE 24B , TYP. CARBON MONO, TYP. FOLLOWS: EXISTING 24A S/C POST TO GLAZING, VERTICAL (U-VALUE) 0.30 MIN. (N) 32"x80" REMAIN CEILING INSULATION (ATTIC) R-49 MIN. 24A CEILING INSULATION (VAULTED) R-38 MIN. (N) 36"x80" 2' - 1 1/4" INSULATED WALLS R-21 MIN. 3 NEW BOWLER, IN CLOSET 24A SLAB EDGE R-10 608 KONA DR FRONT OF BLDG, 24A 3' - 10 1/2" 3' - 7" ARLINGTON, WA 98223 FLOOR R-38 MIN. TYP. (N) LIGHT & SMOKE DETECTOR/ 24A EXUST FAN. CARBON MONO, TYP. SMOKE DETECTOR/ ENERGY CREDIT NOTES (3 CREDITS NEEDED): CARBON MONO, TYP. PROPOSED 1. OPTION 1.5 (CREDIT 2.0) EFFICIENT BUILDING 24b SMOKE DETECTOR/ PROJECT NUMBER S/C S/C ENVELOPE CARBON MONO, TYP. BEDROOM B S/C 24A (N) 80"x80" SLIDER (N) 80"x80" SLIDER 24A 07 2. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER 211210 PROPOSED 5' - 2" LUNDRY HEATER SYSTEM 9 CLOSET 96 SF 24A 24A A501 CAIRGIVER 11 (N) 48"x80" SLIDER DOUBLE FLOOR PLAN NOTES ROOM (N) LIGHT 24A (N) 36"x80" 24A S/C 2' - 4 3/4" 8' - 2 1/4" 5' - 7 1/4" (N) 48"x48", MAX. 44" A.F.F. CLOSET (N) 36"x80" (N) 36"x80" CLOSET (N) 36"x80" REMOVE 2 EXISTING 8' - 0" 15 (N) LIGHT, TYP 1. ALL DIMENSIONS ARE FROM FACE-OF-STUD GARAGE DOOR, INFILL TO FACE-OF-STUD, AND FACE-OF-BLOCK TO OPENING WITH WALL 3' - 5" 6' - 8 1/4" TYPE 24B , TYP. 4' - 4 3/4" FACE-OF-BLOCK. 24A 2.LUMBER TO BE FOREST STEWARDSHIP HALLWAY SMOKE DETECTOR/ COUNCIL CERTIFIED DOUGLAS FIR#2 OR CARBON MONO, TYP. (N) LIGHT, TYP S/C BETTER. BUILDING 16 24A 4' - 0 1/2" 4' - 0 1/2" 5' - 1 1/4" 1' - 8 1/4" (N) 60"x80" SLIDER 3.FINISH MATERIALS NOT SPECIFIED TO BE PERMIT (N) 36"x80" COORDINATED WITH OWNER. (N) 48"x48", MAX. 44" A.F.F. SMOKE DETECTOR/ 24A 4. PROVIDE SOLID BLOCKING BEHIND ALL CARBON MONO, TYP. FIXTURES AND WALL MOUNTED ACCESSORIES. S/C 24A (N) 36"x80" 24A 2' - 4 3/4" 9' - 10" 9' - 10 1/2" (N) 36"x80" CLOSET 5. PROVIDE WALL & FLOOR STOPS AT DOORS AS 9 REQUIRED. A501 (N) 36"x80" (N) 36"x80" Sim 6. INTERIOR DOOR HARDWARE TO BE LEVER (N) VANITY 1 TYPE AND OPERABLE WITH ONE HAND. FORCE SMOKE DETECTOR/ (N) VANITY LIGHT A301 REQUIRED TO ACTIVATE DOOR AND HARDWARE CARBON MONO, TYP. LIGHT SHALL BE 5.0 LBS. MAX. REQUIRED EXIT BATH 2 DOOR HARDWARE SHALL UNLOCK INSIDE AND S/C OUTSIDE MECHANISMS WHEN EXITING THE 06 BUILDING ALLOWING REENTRY INTO THE AFH BATH 1 BEDROOM A (N) LIGHT, TYP WITHOUT THE USE OF A KEY, TOOL OR SPECIAL 05 KNOWLEDGE. 04 24B 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS (N) LIGHT & 150 SF PER IRC REQ. EXUST FAN. 24A 8. TIE NEW ELECTRICAL INTO EXISTING. (N) LIGHT & EXUST FAN. 1' - 4" 5' - 4 3/4" 9. FINAL ELECTRICAL LAYOUT TO BE HIGH ALUMINUM PUSH (N) 48"x48", MAX. 44" A.F.F. 24A COORDINATED WITH AND APPROVED BY PLATE SURFACE FOR OWNER. TRANSITION 24A HANDRAIL BOTH SIDES 34" MIN - 38" MAX HT., TYP. (N) 28"x80" UP CLOSET CLOSET S/C MIN. 3X3 MIN. 3X3 LANDING LANDING 1"/12' RAMP SLOPE SMOKE DETECTOR/ SMOKE DETECTOR/ CARBON MONO, TYP. S/C CARBON MONO, TYP. S/C SMOKE DETECTOR/ CARBON MONO, TYP. # DATE DESCRIPTION FAMILY ROOM DINING AREA 01 02 KITCHEN 03 GROUND LEVEL FLOOR PLAN REF. DATE: 01/11/22 SHEET: 1 MAIN FLOOR A101 3/8" = 1'-0" T.O ROOF 14' - 0 3/4" 5' - 0 3/4" B.O. STRUCTURE 9' - 0" EVANS 2 2 A501 A501 RESIDENCE 14' - 0 3/4" 3 3 608 KONA DR A501 4' - 0" A501 4' - 0" 4' - 0" ARLINGTON, WA 98223 9' - 0" PROJECT NUMBER 4' - 0" 4' - 0" 4' - 0" 211210 4 4 A501 A501 MAIN FLOOR 0' - 0" NEW WINDOWS AT BEDROOM, NEW WINDOWS AT BEDROOM, SEE SHEET A501 FOR WINDOW SEE SHEET A501 FOR WINDOW FLASHING SEQUENCING AND FLASHING SEQUENCING AND DETAILS, TYP. DETAILS, TYP. BUILDING PERMIT WEST ELEVATION 2 3/8" = 1'-0" T.O ROOF 14' - 0 3/4" 5' - 0 3/4" B.O. STRUCTURE 9' - 0" 2 # DATE DESCRIPTION A501 14' - 0 3/4" 3 4' - 0" 4' - 0" A501 9' - 0" 4' - 0" 4' - 0" 4 A501 MAIN FLOOR 0' - 0" NEW WINDOWS AT BEDROOM, SEE SHEET A501 FOR WINDOW FLASHING SEQUENCING AND DETAILS, TYP. ELEVATION DATE: 01/11/22 SHEET: SOUTH ELEVATION. 1 3/8" = 1'-0" A201 EVANS RESIDENCE 608 KONA DR ARLINGTON, WA 98223 PROJECT NUMBER 211210 BUILDING PERMIT RAMP/ HANDRAILS DETAIL PER R325.9.1 3/4" = 1'-0" GRAB BAR REQUIREMENTS PER R325.8 IRC 1 1/2" 3" = 1'-0" 5' - 1 1/4" 7' - 2 1/4" " " 2/ 2/ PT WOOD POST AND (N) 36"x80" 1 1 (N) 36"x80" 2 2 HANDRAIL ON BOTH - - ' ' SIDES OF RAMP 1 1 38" GUARDRAIL 36" HANDRAIL # DATE DESCRIPTION . . 5" THICK CONCRETE BATH 1 X X A A WITH #3'S @ 18" O.C.B.W 1' - 0" " M" M" BATH 2 1 1/2" 4/ 05 "6 0 "6 0 1 - 3- - 3- 2 ' 2 . ' 2 . 06 - ' NI NI 9 1 1/2" "M " " "M 52 6 6 52 - '- ' 1 1 WALL LI 4x4 PT A POST R D " E 6 " " T 4 0 N '- U " " 4 4 1 O M PROVIDE BACKING IN WALL PROVIDE BACKING IN WALL L L FOR INSTULATION OF GRAB FOR INSTULATION OF GRAB A " " " 1' - 6" D W -0 " BAR, TYP ALL SIDE. -0 BAR, TYP ALL SIDE. " -0 A HT ' 8 ' 8 ' E 3 - 2 - 3 R DI ' 1 ' 1 T W TYP. ENLARGED BATH PLAN 1 6" COMPACTED " " " SUBGRADE TO 95% 6 6 6 1' - 0" DATE: 01/11/22 SLEEVE SET POST OPTION: 6" 4' - 0" 6" 6" 4' - 0" 6" 8" MIN. DIA. CONCRETE POST FOOTING. SET IN 6" DEEP SLEEVES 5' - 0" 5' - 0" PACKED W/ NON-SHRINK GROUT SHEET: COLUMN FOUNDATION DETAIL HANDRAIL EXTENSIONS DETAIL ENLARGED BATH PLAN A301 1 1 1/2" = 1'-0" 1 1/2" = 1'-0" 3/4" = 1'-0" Tape Seam Jamb Flashing Must Lap Under Head Flashing Turn up WRB at Head for Window Installation Lap WRB Over Head Flashing Wrap WRB Into Openings at Jambs Set Window in Sealant 3- Sides Do not Caulk Sill WRB Per Specifications If Windows are Installed Prior to 1/2" x1/2" Metal Angle Back Dam WRB - Install a Portion of WRB Min. StraightFlash or 12" Larger Than the Window R/O Approved Equal at Flexwrap NF Sill Flashing or Lap Primary WRB as Shown and Head and Jambs Approved Equal Interior: Expanding Foam or Tape All Seams Window R/O Caulk Gap at Window to Jamb. Shims Fill Seam Between Back Dam and Window with Caulk EVANS RESIDENCE Tape All Seams (Typ.) Wrap Sill Flashing Up Onto Back Dam 608 KONA DR ARLINGTON, WA 98223 PROJECT NUMBER 211210 WINDOW FLASHING DETAILS 3/4" = 1'-0" BUILDING PERMIT INTERIOR EXTERIOR INTERIOR FINISH PER FINISH PER SCHED. OWNER (1) LAYER 5/8" PLYWOOD GWB CLADDING PER WINDOW PER CAULK 2X WD POST INS. PER PER 2x4 WD ELEVATIONS SCHEDULE & MFR WALL TYPE STRUCTURAL STUDS @ 16" 2X6 PER IRC WHERE REQ. OC SHEATHING FURRING STRIPS WINDOW PER SCHEDULE (1) LAYER 5/8" FINISH PAINT, SHEATHING (1) LAYER 5/8 GWB. AT WET CORD. W/ EXTERIOR GWB. AREAS, ADD OWNER FOR INS. PER WALL TYPE AT WET AREAS, WATER COLOR ADD WATER RESYSTANT HEADER PER STRUCT. RESYSTANT DRYWALL. INTERIOR 1/2" EXTERIOR DRYWALL. R21 SIDING TO FRAMING MEMBER FLASHING AND FIBERGLASS MATCH EIXTING PER STRUCT. SEALANT PER B.E. BATT INSUL. ADJACENT WALL DRAWINGS PLUS 12 ci INS. PER WALL TYPE EXTERIOR FACE SHEATHING BEYOND STANDARDS STANDARDS CAULK FURRING STRIPS FIRE NR FIRE NR TEST TEST FLASHING & FCB PER EXTERIOR SLIDING DOOR ELEVATIONS INSL NA INSL NA SEALANT SHEATHING FCB PER FURRING PER SCHEDULE & PER B.E. DWGS EXT. ELEV. STRIPS STC NA STC NA MFR 24 2x4 INTERIOR WALL 24b 2x6 EXTERIOR WALL EXTERIOR WINDOW HEAD WINDOW JAME WINDOW STILL WALL ASSEMBLIES 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 1" = 1'-0" 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. R-49 ADVANCED FRAME WALL WITH 2X6 INSULATION # DATE DESCRIPTION STUDS @ 16" O.C. WITH MIN R-5 RIGID INSULATION ON 1/2" SHEATING ON THE STEMWALL UP TO 9" EXPOSED HIGH. EXTERIOR. 2X LEDGER BOARD; MUST BE GREATER THAN OR EQUALT TO THE SIZE OF THE JOIST. R-21 FIBERGLASS BATT INSUL. PLUS 12 JOIST HANGER ATTACHED W/ 1/2" DIAMETER ci APPROVED EXPANSION EPOXY OR ADHESIVE ANCHORS WITH WASHERS 3/4" PLYWOOD SUBFLOOR NEW WALL, SEE WALL TYPE 24B MIN. 2X6 FLOOR JOISTS @ 16" O.C. SOLID BLOCKING AT BEARING POINTS ASSEMBLIES, WALL & WINDOW DETAIL MIN R-7.5 RIGID INSULATION BETWEEN 2X4 PT SLEEPERS AT 8' O.C. MAX. THE SLEEPERS FASTEN SECURELY TO SLAB USING DATE: 01/11/22 CORROSION RESISTANT FASTENERS #4 REBAR EMBED 3" MIN (2-1/2 IN. DRIVE PINS WITH INTO SIDE STEMWALL AND WASHERS). CONTINUOUS SOLID SLAB @ 48" O.C. MAX. BLOCKING OR 2X4 PONY WALL TO JOISTS ABOVE. WALL- FLOOR - PARALLEL DETAIL WALL TO FLOOR DETAIL SHEET: 3" = 1'-0" 3" = 1'-0" RAISED FLOOR DETAIL A501 1 1/2" = 1'-0" !"#$%! &'() *+,-.+ /0(1) 2345*+,-.+ /0(1/6677 8*-49.+23 /0(1:;: .>+4?@-4ABC8 <:= ;&1( D+EF93>5F+49G H&1 I 8I J0 ,+EF93>95F+49GK?,9+>LE-, <(&&MN&O %-423.5+-4-P3Q+5@+4??9.9?3@-9RR 43ST3R.--,5A@S-94R.34-29@+4?@S-3Q+5@+4? T9@F.--,5@-SF33>EF9+.9EE355+T>3S9>UI+45F-S3. 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"!P &HT!^* * #<8:8;1 %"'!V"_ ("<D1MN<K`1 City of Arlington Received 18104 59th Avenue NE Arlington, Washington 98113 Stamp (360) 403-3551 Zoning Permitâ€“ Submittal Requirements Community Development Director Decision ïƒ˜ The number indicates the item is required for submittal and the number of copies required General Information Meeting Date:_______________________ ïƒ˜ â€¢ Indicates the item shall, upon request, be required for submittal Submittal Date: _______________________ Complete Submittal Submittal Requirements Item? Cottage Housing Forest Practice Multi-Family Development Site Plan Review Yes No N/A General Application: Land Use Application Form & Submittal Checklists â§ â§ â§ 1 1 1 1 Water/Sewer Availability Application1 â§ â§ â§ âœ” 1 1 1 Public Notice Materials2 â§ â§ â§ âœ” 1 set 1 set 1 set 1 set Project Narrative â§ â§ â§ 1 1 1 1 Legal Description â§ â§ â§ 1 1 1 1 Vicinity Map â§ â§ â§ 1 1 1 1 Review Fee3 â§ â§ â§ 1 1 1 1 USB Flash Drive with PDFâ€™s of Submitted Documents â§ â§ â§ 1 1 1 1 Site Plans: Site Plan4 â§ â§ â§ 1 1 1 1 Landscape Plan4 â§ â§ â§ âœ” 1 1 1 1 Tree Survey Plan4 â§ â§ â§ âœ” 1 1 1 1 Reduced Plan Sets (11x17) - All Above Site Plans or Maps â§ â§ â§ 1 1 1 1 Engineering Reports / Information: Drainage Report â§ â§ â§ âœ” 1 â€¢ 1 1 Geotechnical Report â§ â§ â§ âœ” 1 â€¢ 1 1 Complete Streets Checklist â§ â§ â§ 1 1 1 Traffic Impact Analysis â§ â§ â§ âœ” 1 1 1 Transportation Demand Management Plan â§ â§ â§ âœ” â€¢ â€¢ â€¢ Parking Demand Management Plan â§ â§ â§ âœ” â€¢ â€¢ â€¢ Snohomish County Traffic Impact Fee Offer Worksheet5 â§ â§ â§ âœ” 1 1 1 WSDOT Traffic Impact Fee Offer Worksheet6 â§ â§ â§ âœ” â€¢ â€¢ â€¢ Page 1 of 2 11/1011 Zoning Permitâ€“ Submittal Requirements Community Development Director Decision Complete Submittal Submittal Requirements Item? Cottage Housing Forest Practice Multi-Family Development Site Plan Review Yes No N/A Environmental Information: SEPA Checklist7 â§ â§ â§ âœ” â€¢ â€¢ â€¢ â€¢ Cascade Industrial Center Modified SEPA Checklist8 â§ â§ â§ âœ” â€¢ â€¢ â€¢ â€¢ Critical Area / Wetland Report or Critical Area Evaluation9 â§ â§ â§ âœ” 1 1 1 1 Archaeology / Cultural Report10 â§ â§ â§ âœ” â€¢ â€¢ â€¢ â€¢ Unanticipated Discovery Plan â§ â§ â§ âœ” 1 1 1 1 NOTES: FOR CITY USE ONLY 1. Water / Sewer Availability shall be submitted with or prior to application submittal. â§ This application is complete. 2. See Public Notice requirements. 3. See the City of Arlington Adopted Fee Schedule. â§ This application is incomplete. See items noted above. 4. See Site Plan Requirements. The City of Arlington may require additional information. The applicant will be 5. See Snohomish County Traffic Impact Fee Offer Worksheet and required if the project is subject to SEPA. â€¢ notified in writing if additional information is necessary. 6. See WSDOT Traffic Impact Fee Offer Worksheet and required if the project subject to SEPA or requested. 7. See the SEPA Checklist Requirements for Categorical Exemption Thresholds. If not exempt, then required. These submittal requirements are for the City of Arlington permits only. Additional 8. All projects within the Cascade Industrial Center shall submit the CIC Modified SEPA Checklist. Public Notice permits may be required by federal, state, regional or local agencies. It is the Material is not required, as no Public Noticing is required with this checklist. responsibility of the applicant to ascertain whether other permits are required. 9. See Critical Areas Evaluation to determine the type of report required. 10. An Archaeological or Cultural Report may be requested by a reviewing agency or if known area of interest. ____________________________________________________________ ________________________ All supplemental forms, checklists or requirements can be found at Community Development Representative Date http://www.arlingtonwa.gov/169/Applications-Forms Page 2 of 2 11/1011