The URL can be used to link to this page

APPROVED BLD-RESUB 1-Architectural_Plan+8.24.2022CAMPBELL-GERKE RESIDENTIAL REMODEL OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. L- — - — - — - — - — - — - — - — - — - WHERE ADDITIONS OR ALTERATIONS REQUIRE A I PERMIT TO BE ISSUED INTERCONNECTED SMOKE ' ALARM AND CO DETECTORS THROUGHOUT THE DWELLING ARE REQUIRED. REFER TO 2018 IRC ' R314 AND R315 FOR MORE INFORMATION. --------------------- City Of Edmonds Building Department Work INTERIOR REMODEL ------------------------------------------- Address 1610 9TH AVE N Owner '---------------------------CAMPBELL -_-- Approved Date Building Official Permit Number 09/19/2022 ---------------------- 4QiMM"r V_VV QiGG( BLD2022-0894 1610 9TH AVE N, EDMONDS, WA 9802C ABBREVIATIONS LIST: PROJECT DIRECTORY: A AMPS G GAS QLTY QUALITY A/C AIR CONDITIONING GA GAGE/GAUGE QTY QUANTITY PROPERTY OWNER: ADA AMERICAN(S) WITH GALV GALVANIZED DISABILITIESACT GC GENERAL CONTRACTOR R RADIUS/RISER SUSAN CAMPBELL & MIKE GERKE ADD ADDITION(AL) GFCI GROUND FAULT CIRCUIT (R) REPLACE 1610 9TH AVENUE N. AFF ABOVE FINISHED FLOOR INTERRUPTER (RL) RELOCATE AFG ABOVE FINISHED GRADE GFI GROUND FAULT INTERRUPTER RA RETURN AIR EDMONDS, WA 98020 ALT ALTERNATE GM GAS METER REBAR REINFORCING BAR ALUM ALUMINUM GPM GALLONS PER MINUTE REF REFRIGERATOR/REFRIGERATION PH. 206-498-6262 AP ACCESS PANEL GWB GYPSUM WALL BOARD REFL REFLECTED APPL APPLIANCE GWBX GYPSUM WALL BOARD REG REGISTER APPX APPROXIMATE FIRE RATED RENF REINFORCING DESIGNER & CONTRACTOR: ARCH ARCHITECT(URAL) GYP GYPSUM REQD REQUIRED AUTO AUTOMATIC RES RESISTANT/RESIDENTIAL WOODCRAFTERS CONSTRUCTION H HIGH REV REVISE/REVISION 625 NW 45TH STREET BD BOARD HB HOSE BIB RM ROOM BH BREAST -HEIGHT HD HEAT DETECTOR RO ROUGH OPENING SEATTLE, WA 98107 BLDG BUILDING HDWR HARDWARE ROW RIGHT-OF-WAY BILK BLOCK(ING) HDWD HARDWOOD RPM REVOLUTIONS PER MINUTE PH. 206-257-4492 BO BOTTOM OF HDCP HANDICAP(PED) CONTACT: TRAVIS SPIKES BRZ BRONZE HR HOUR SB SPLASH BLOCK BTM BOTTOM HT HEIGHT SC SOLID CORE DESIGN CONTACT. ANNA HOWDEN BTWN BETWEEN HTG HEATING SCHED SCHEDULE HTR HEATER SD STORM DRAIN/SOAP DISPENSER/ CAB CABINET HVAC HEATING VENTILATION SMOKE DETECTOR CC CENTER -TO -CENTER AIR CONDITIONING SEC SECTION CF CUBIC FEET/FOOT HW HOT WATER SF SQUARE FEET/FOOT CH CEILING HEIGHT HYD HYDRANT SHT(G) SHEET(ING)/SHEATHING CI CAST-IRON HZ HERTZ SPEC SPECIFICATION(S) CL CENTERLINE HZD HAZARD SQ SQUARE CLG CEILING SS STAINLESS STEEL CLOS/CL CLOSET IN INCH STD STANDARD CLR CLEAR(ANCE) INCL INCLUDED/INCLUDING STG STORAGE CMU CONCRETE MASONRY UNIT INFO INFORMATION STL STEEL CO CLEANOUT INSUL INSULATED/INSULATION STRUCT STRUCTURE/STRUCTURAL COMP COMPOSITION/COMPOSITE INT INTERIOR SY SQUARE YARD CONIC CONCRETE INST INSTRUCTION/INSTITUTE SYM SYMMETRICAL CONST CONSTRUCTION CONT CONTINUOUS JBOX JUNCTION BOX TELE TELEPHONE CPT CARPET JST JOIST TEMP TEMPERED/TEMPORARY CRIES CORROSION -RESISTANT STEEL T&B TOP AND BOTTOM CW COLD WATER KIT KITCHEN T&G TONGUE AND GROOVE CY CUBIC YARD KW KILOWATTS TO TOP OF TV TELEVISION D DEPTH/DEEP/DRYER L LENGTH/LONG TYP TYPICAL DBL DOUBLE LF LINEAR FOOT/LINEAR FEET DEMO DEMOLITION/DEMOLISH LOC LOCATION U/C UNDERCOUNTER DEPT DEPARTMENT LT(G) LIGHT(ING) UON UNLESS OTHERWISE NOTED DET DETAIL LVL LAMINATED VENEER LUMBER UNF UNFINISHED DF DOUGLAS FIR LVT LUXURY VINYL TILE DIA DIAMETER V VOLT DIAG DIAGONAL MAX MAXIMUM VCP VERIFIED CLAY PIPE DIM DIMENSION MC MEDICINE CABINET VENT VENTILATOR DN DOWN MECH MECHANICAL VERT VERTICAL DS DOWNSPOUT MEMB MEMBRANE VFY VERIFY DW DISHWASHER MFR MANUFACTURER VP VINYL PLANK DWG DRAWING MIN MINIMUM VTR VENT THROUGH ROOF MISC MISCELLANEOUS (E) EXISTING M/W MICROWAVE W WATER/WATT/WIDTH/WASHER EA EACH W/ WITH EL ELEVATION (N) NEW WC WATER CLOSET ELEC ELECTRIC(AL) N/A NOT APPLICABLE WD WOOD ENCL ENCLOSURE NIC NOT IN CONTRACT W/D WASHER AND DRYER EP ELECTRICAL PANEL NO NUMBER WH WATER HEATER EQ EQUAL NOM NOMINAL WIC WALK -IN -CLOSET EQPT EQUIPMENT NITS NOT TO SCALE W/O WITHOUT EV ELECTRICAL VEHICLE WP WATER PROOFING EXT EXTERIOR OBS OBSCURE WS WEATHERSTRIPPING/ OC ON CENTER(S) WATER STOP SYMBOLS KEY. F FAHRENHEIT OD OUTSIDE DIAMETER WT WEIGHT FA FIRE ALARM OH OVERHANG FD FLOOR DRAIN OPNG OPENING XFMR TRANSFORMER FDN FOUNDATION OPP OPPOSITE �E EXISTING ITEM TO REMAIN FF FINISHED FLOOR FG FINISHED GRADE PCF POUND PER CUBIC FT �N NEW ITEM IN NEW OPENING FIN FINISH(ED) PERF PERFORATE(D) FIXT FIXTURE PL PLATE �R FL FLOOR PLF POUND PER LINEAR FT REPLACE IN EXISTING OPENING FO FACE OF PLY PLYWOOD FP FIREPLACE/FIRE PROOFING PREFAB PREFABRICATED wog WINDOW TAG: SEE WINDOW SCHEDULE FT FEET/FOOT PROJ PROJECT/PROJECTED FTG FOOTING PSF POUND PER SQUARE FT FURN FURNACE PSI POUND PER SQUARE INCH Doi DOOR TAG: SEE DOOR SCHEDULE PVC POLYVINYL CHLORIDE PROPOSED STREET VIEW SCALE: NTS LAND SURVEYOR: GROUP 4, INC. 1901 VERNON RD, SUITE A LAKE STEVENS, WA 98258 PH. 425-408-1152 STRUCTURAL ENGINEER: IL GROSS ENGINEERS 23914 56TH AVE W, SUITE 200 MONTLAKE TERRACE, WA 98043 PH. 425-640-7333 EXT. 307 CONTACT: ROBYN MAH 1 INDICATES SECTION NUMBER A4.1 INDICATES SHEET PAGE TYPICAL CEILING HEIGHT TYP The following documentation shall be available on ' site for the building inspector: ❑X COE APPROVED ARCHITECTURAL PLAN SET • 1 X❑ COE APPROVED STRUCTURAL PLAN SET ' ❑ COE REVIEWED CALCULATION PACKET ■ ❑ ENERGY CREDIT WORKSHEET ' ■ 1 ❑ SITE PLAN • 1 ❑ CIVIL PLAN ■ ❑ 1 ■ 1 ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 1 PROJECT INFORMATION: PROJECT #: ASSESSOR'S PARCEL #:004290000-0100 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL ZONING: OCCUPANCY GROUP: R3 CONSTRUCTION TYPE: VB APPLICABLE CODES: 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASHINGTON STATE ENERGY CODE SHEET INDEX: A1.0 A1.1 V1.0 A2.0 A2.1 A3.0 A3.1 A4.0 E1.0 A5.0 S1.0 S2.0 S2.1 S2.2 S2.3 S4.0 TITLESHEET & PROJECT INFORMATION SITE PLAN & PROPERTY INFORMATION BOUNDARY SURVEY EXISTING & PROPOSED FIRST FLOOR PLANS EXISTING & PROPOSED SECOND FLOOR PLANS EXISTING & PROPOSED EXTERIOR ELEVATIONS EXISTING & PROPOSED EXTERIOR ELEVATIONS BUILDING SECTION DETAIL & GENERAL NOTES PROPOSED ELECTRICAL & MECHANICAL PLANS PROPOSED INTERIOR ELEVATIONS GENERAL STRUCTURAL NOTES FOUNDATION PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS 1 610 gill Ave N, Ed m o rids, VGA 98020 Lyn ntiwood L-i ionds Woodway E s p eran-ce ic}a Mount.ake Te rrace VICINITY MAP SCALE: NTS Ma rth a Lake f�' y �r• Alderwood Ma nor I' I' Lake Sh orel i-ne Forest Park Kenmore pp��RAfr� X I I X'. oyr p�.:7 rRuct, WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAM PBELLGERKE@COMCAST.NET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SHEET NO. Al 0 ■ DATE: 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENERGY CODE COMPLIANCE: AVERAGE GRADE CALCULATION: EXISTING BUILDING AREA: COMPLIANCE PATH: PRESCRIPTIVE POINT A: 109.27 FT HEATED AREA: WINDOW GLAZING AREA: 108.2 SF POINT B: 109.23 FT FIRST FLOOR 1,634 SF HEATED FLOOR AREA: 998 SF POINT C: 109.58 FT SECOND FLOOR 1,589 SF RATIO OF NEW HFA TO GLAZING: 9.2% POINT D: 109 FT EXISTING TOTAL AREA: 3,223 SF TABLE R406.2 SUMMARY ADDITION < 500 SF 1.5 CREDITS HIGH EFFICIENCY HVAC EQUIPMENT 3.5: 1.5 AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0 MITSUBISHI 18K DUCTED MINI SPLIT SYSTEM MIN. HSPF OF 11.0 1 SITE PLAN NOTES: 1. GRADE SHALL FALL MINIMUM OF 6" WITHIN THE FIRST 10 FT OF FOUNDATION. 2. AREA SHALL BE SEPARATED FROM THE CONSTRUCTION ACTIVITY SHALL REMAIN UNDISTURBED BY THE PROPOSED CONSTRUCTION. 3. ALL DESIGNATED NON -DISTURBANCE AREAS SHALL BE FENCED WITH A HIGHLY VISIBLE AN DURABLE PROTECTIVE BARRIER DURING CONSTRUCTION. 4. RETAIN TOP LAYER OF SOIL IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 5. STABILIZE CONSTRUCTION ENTRANCE PER BMP E2.10. 6. STABILIZE EXPOSED SOILS WITH MULCHING OR PLASTIC COVERING PER BMP E1.15. 7. THE CONTOURS SHOWN ARE FROM SEATTLE GIS RECORDS. 8. CONTRACTOR SHALL VERIFY LOCATION & SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. AVERAGE GRADE = 109.27' MAXIMUM HEIGHT = 134.27' EXISTING HEIGHT = 134.27' PROPERTY LINE 77'T . . SIDE YARD SETBACK Q � SETBACK LINE _ ��09.27' _ 37'-5 1 /2" I ' 0 v, ry I (N) FRONT DECK I 527 SF I c . 22 .C) I w .z +109' � I w REMODEL � I O a I 69'-8" — 65'-2" I I 25' [FRONT YARD SETBACK w Z_ I J Y U In Iww U) I PROPERTY LINE 118' 1 I L _ 9TH AVE. N. 7 �9"17„ PRIVATE ACCESS DRIVE - SIDE YARD o SETBACK - MARY ENTRANCE 11" ROOF OVERHANG 10 10 I +109.23' UN -HEATED AREA: ATTIC 32 SF FRONT DECK >36" 460 SF BACK DECK >36" 250 SF SHED WITH PATIO 210 SF EXISTING TOTAL AREA: 952 SF EXIST. TOTAL BUILDING AREA: 2,271 SF PROPOSED BUILDING AREA: HEATED AREA: (N) FIRST FLOOR 1,656 SF (22 SF NEW) (N) SECOND FLOOR 1,588 SF (-1 SF LESS) PROPOSED TOTAL AREA: 3,244 SF (21 SF NEW) UN -HEATED: (N) ATTIC 33 SF (1 SF NEW) (N) FRONT DECK >36" 527 SF (67 SF NEW) (N) BACK DECK >36" 494 SF (244 SF NEW) (E) SHED WITH PATIO 210 SF (NO CHANGE) PROPOSED TOTAL AREA: 1,264 SF (312 SF NEW) PROP. TOTAL BUILDING AREA: 4,508 SF (333 SF NEW) _ SETBACK ACK PROPERTYY L1-81- 6 ._ SETBACK LINE (E) SHED (NIC) NO WORK 172 SF 73'-9 1 /2" 1610 9TH AVE. N. I EDMONDS, WA 98020 (E) CONCRETE PATIO TAX PARCEL (NIC) NO WORK 25, ---J. #0042920000-0100 38 SF I BACKYARD 1,656 SF SETBACK N) ADDITIO 25 SF EXISTING DRIVEWAY w SETBACK LINE LOT COVERAGE CALCULATIONS: EXISTING LOT COVERAGE: HOUSE FOOTPRINT 1,634 SF FRONT DECK 460 SF BACK DECK 250 SF SHED WITH PATIO 210 SF EXISTING LOT COVERAGE: 2,554 SF PROPOSED LOT COVERAGE: HOUSE FOOTPRINT 1,656 SF (22 SF NEW) (N) FRONT DECK 527 SF (67 SF NEW) (N) BACK DECK 494 SF (244 SF NEW) (E) SHED WITH PATIO 210 SF (NO CHANGE) PROPOSED LOT COVERAGE: 2,887 SF (333 SF NEW) I ' I (N) BACK DECK 494 SF I , I I / w z I J 3:9, Y U I Q ' m F- I w � I09.58 \ I o, w I z J I � . w I 0 I a . � I � I ry I I I , PROPERTY LINE 275'-- __ __ ._ ._ __ _. •. .. .- -- PROPOSED SITE PLAN SCALE: 1" = 10'-0" Zone Corner Flag Setbacks: Required Actual Front Sides Rear Other Height pp��RAfr� ii oyr p�� rRuct� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAM PBELLGERKE@COMCAST.NET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 Z O W LLJ 0 2 �eo p [)�:E LL w w z J >- J 0� J Q w W 0 m z a � W 06 C) Q _ z U W a � w C/) PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1" = 10'-0" SHEET NO. Al 1 ■ DATE. 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q v r PROJECT INFORMATION I OWNER: ADDRESS JI zl LOT AREA: EXISTING BLDG LOT COVERAGE: ZONING: FRONT SETBACK: REAR SETBACK: SIDE SETBACK: SUSAN CAMPBELL 1610 9TH AVE N EDMONDS, WA 98020 21,926 SQ.FT. 2551 SQ.FT. (11.6%) (BLDG'S & DECKS) RS-12 (12,000 SQ.FT.) 25 FEET 25 FEET 10 FEET IMPERVIOUS SURFACE CALC'S EXISTING RESIDENCE: 1609 SQ.FT. EXISTING DECKS: 770 SQ.FT. EXISTING SHED: 172 SQ.FT. EXISTING DRIVEWAY: 4329 SQ.FT. m m C mm M z < m Z z O C X mr FOUND 4"X4" CONC. MON. IN CASE W/ TACK IN LEAD DN 0.9' 12-3-20 NOTE: BLDG HEIGHT DATUM POINT TOP OF CONC. MON. ELEV.=100.00' 30' 6 100 6 l$ `100. 35.00' NW1/4 SE1/4, SEC. 13 ,TWP. 27 N ,RGE. 3 E 5' WOOD FENCE x x—N88'33'00"E— x 77.02' x (cT Ul � � 09.27 �> f O ryl �a O-0 0O / 09. 23 x (4 z / ROOF PEAK EXISTIN% 4 / HOUSEG 136.19 / 1609 SQ.FT. ry / `� 36.41' 108.99 FINISH FLOOR 4�0.16 111.97 1 10.08 109 $T� STAIRS 13 SQ.FT. 109.86 109.36 �� 109.97/ 109.31 108.80 \" / 110.15 109.58 108.78 108.57 109.62 1 10. 18 108.93 ono N88'33'00"E A 118.03' �vl �06 62 108.71 109.1 4 1'27'5 86-44' 53.67' 38 SQ.FT. 72.68' TEMP. BENCHMARK SET SCRIBE IN CONC. ELEV. = 110.37' 108.64L0')l'100'.'6 110.51 1 1 1.20 7 108.49 108.09 CONCRETE DRIVEWAY0� 07.50 111 1 1 1.57 5 275.08'A I x N88733'00"E " X x 4' WOOD FENCE NOTE: EXISTING HOUSE DIMENSIONS ARE MEASURED FROM THE HOUSE SIDING. FOUNDATION IS INSET 0.13' 00 s � N d- J J I O x L m O a z 0 CD z J 2 cl) J � z LV J Q W v z �~ V ♦ a V) o z 2 cl) o W LL O H U SHEET I OF 1 1 20-3082 ppO�RA��E• IRU�t� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.N ET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 J W W 0 Yo >- LU ww o� J J � J Q � W o � z � � O a _ m Uw PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1" = 20'-0' SHEET NO. vi 0 ■ DATE: 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1. EXTERIOR WALLS: 2x4 2. CEILING JOIST. 2x12 NHS 3. WINDOW HEADERS: 80" 4. CEILING HEIGHT. 7'-8" FINISH TO FINISH 5. ALL WINDOWS ARE R.O. DIMS 6. ALL DIMS ARE TO ROUGH FRAMING, FACE OF STUD. FIRST FLOOR PLAN NOTES: 1. EXTERIOR WALLS: 2x4 2. CEILING JOIST. 2x12 NHS 3. WINDOW HEADERS: 80" 4. CEILING HEIGHT: 7'-8" FINISH TO FINISH 5. ALL WINDOWS ARE R.O. DIMS 6. ALL DIMS ARE TO ROUGH FRAMING, FACE OF STUD. REFER TO SHEET E1.0 LIGHTING & MECHANICAL PLAN FOR VENTING & SMOKE DETECTOR LOCATIONS 37'-10 1 /2" 20'-6" T-2 1 /2" 14'-2" 11'-6 1 /2" 1'-4" 3" 3" 2'-6" 2'-10" 2'-6" 10'-10" WORK AREA W14 W15 W14 N R �I MI (V W13 LU ILL M III N cn - I M O fn N o E 00, JM 1 s I a0 V M N BEDROOM co I .-. (REFINISH HARDWOODS) E 178 SQ FT I 14' M 04 F ❑ 43 SQ �.. N W11 FAMILY _ — — — — — — — — (REFINISH HARDWOODS) 455 SQ FT r c\ N *4,--3'-2 1 /2" - N 23'-5" 13'-7" M i iv w131 23'-5" 13'-7" :N N\\ N I M I E (N) RAILING, I 10' i� 10, PAINTED WOOD / N I `N w1zl R E HALL BATH 28 SQ FT I I H L E I E 69 SQ FT 3 Q iv S-5" T-5" 4'-6" I I T-5" -6" I 1 FT N i. w11 I RI (N. HARDWOOD) (E. TILE II 0 N FP BATH I I " ) R L E 9 Q F N 11 SQ FT 00 CV x\ N N V 2' N O FURN. co I I E o iv co \: T I Y \� M ENTRY — — MUD ROOM I ( M I E S T ---- --- - E 50 SQ FT A(I �E C H. 116 S Q FT aD `' I 0 T I (N. HARDWOOD) I WH 38'$,Q FT I E) 3T Qf 7'-8" M I \ I I TYP (N. CARPET) N \ O N N 700, n I I TEMPERED 1 �I 36" KITCHENAID 36" BUILT-IN Ch cl)3'-3" 10'-4" M E BUILT-IN REF \\NJ17x RISER @ 7-7/16" EA. I KBBL306ESS REF 23'-5" 13'-7" � I I 23'-5" 14x TREAD @ 10" EA. & —I tt i� 2x LANDING N I �' I ------ IS GLASS DOOR 1 24" KITCHENAID BUILT-IN UNDERCOU4GSS MICROWAVE KMBD104GSS DW jv W01 N CD T-8" � - i � N TYP - I - co LIVING KITCHEN � D01 N NI L I I o0 0 218 SQ FT 161 SQ FT 190 SQ FT �,� �* I zo I ) 7 S FT 1 S I N wo2 (REFINISH HARDWOOD) (REFINISH HARDWOOD) I - (N) KITCHEN N i I 203 SQ FT 37'-3 1 /2" I I - (N. HARDWOOD) cn I ,r, I 1 � � N wo3 iv RAILISEE STRUCTURAL) ITEMPERED <h 0 lf') C7 I E 24" KITCHENAID LL UNDERCOUNTER WINE REF W KUWL204ESB 36"6-BURNERWOLF _ DIN- I DUAL FUEL RANGE N _ I -FM ol cli- '� M - - — - -- - - - T-4" T-2"-3'-5"- - v .,. (N) LOW CABINETS W/ WINE i�l J W07 N QUARTZ COUNTERTOP N W07 W07 N N woo co\6' 5'-11 1/2" I N I. REF N N II - c° N NN—------------ 37'-101/2" N ENTRY w10 wos woa W06 wos ■ ■ ■ ■ ■ ■ ■ �) °N WORK AREA I STAIRS If 112„ KITCHEN RANGE HOODS ARE REQUIRED IN i l2'-6" 4' 2'-6" T-10" T-9" 2'-10" ALL DOMESTIC KITCHENS. HOODS CAPABLE \ 6 112" 3" 3" 6 112"6 112" ■ OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKEUP AIR. IRC M1503 ■ EXISTING FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" WALL LEGEND 8" CONCRETE STEM WALL 4" EXTERIOR WALL W/ BRICK 6" EXTERIOR WALL W/ SIDING 4" EXTERIOR WALL W/ SIDING 4" INTERIOR WALL W/ GWB 6" INTERIOR WALL W/ GWB pp�CRAfr� ii rRuct� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.NET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: OWALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 Z Q J J a W � LLJ� O Y 0 � 2 LL w w � J � � J Q � w � O � W O C) c) U) 06 W cD � z X w PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/4" = 1'-0" SHEET NO. A200 DATE: 06/21 /22 SDCI STAMP: RESUB AREA TO DEMO Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING SECOND FLOOR PLAN NOTES: 1. EXTERIOR WALLS: 2x4 2. CEILING JOIST: 2x6 3. WINDOW HEADERS: 80" 4. FINISHED CEILING HEIGHT. 7'-7" 5. ROOF SLOPE: 4.5:12 6. ALL WINDOWS ARE R.O. DIMS 7. ALL DIMS ARE TO ROUGH FRAMING, FACE OF STUD. 37'-10" WORK AREA N v WORK AREA 37'-10" EXISTING SECOND FLOOR PLAN SCALE: 1 /4" = 1'-0" SECOND FLOOR PLAN NOTES: 1. EXTERIOR WALLS: 2x4 2. CEILING JOIST: 2x6 3. WINDOW HEADERS: 82" 4. FINISHED CEILING HEIGHT. 7'-7" 5. ROOF SLOPE: 4.5:12 6. ALL WINDOWS ARE R.O. DIMS 7. ALL DIMS ARE TO ROUGH FRAMING, FACE OF STUD. 4'-8" 11 1/2" 8 1 3'---N 107 111 - - IN l l'-4" (N) PRIMARY BEDROOM 00 313SQFT (REFINISH HARDWOOD) 15'-8 1 /2" > ®'C L (E) HAL 5Q 16 SQ FT Doa (N. CARPET) m 1 (N) WINDOW SEAT REFER TO SHEET E1.0 LIGHTING & MECHANICAL PLAN FOR VENTING & SMOKE DETECTOR LOCATIONS 37'-10" 7'-8 1 /2" 14'-1 1 /2" FILL WINDOWS & PATCH SIDING TO MATCH EXISTING - - - - - - - - - - - - - - �(N) WALK -IN - CLOSET 4'-4 1/2" 36 SQ FT (N. CARPET) D06 X COE N (N) HALL 26 SQ FT ih (N. HARDWOOD) t ❑NK-IN- ET 36 SQ FT (N. CARPET) SLOPED CEILING 1 3:12 3:12 1 � I T-0 1 /2" — 12'-11 1 /2" I` 48"x72" TILED 1'-1 1/2" SHOWER BATHTUB PAN SLOPED CEILING SLIDING N SHOWER DOOR (N) PRIMARY BATH Dos 137 SQ FT (N. HEATED TILE) o 3'-8" 3'-2" 3'-8" � 3' TOILET I I LINEN I I �N (N) HALL Dos 41 SQ FT (N. CARPET) NEW HALF — —i WALL I I( I �"x TYP � IIWI FULL HEIGHT WALL FULL HT I CAB W/D I `" L — — — 2'-6" 2'-6" 2'4' N () ❑N N LAUNDRY I �' oos 73 SQ FT (N. TILE) 17x RISER @ 7-7/16" EA. 14x TREAD @ 10" EA. & 2x LANDING E�-- 1 3:12 ry 3:12 I / WORK AREA I 3'-3" 5-10" 2'-111/2" 4'-&' 4' 4'-5" 12'-0 1 /2" 12'-10" 37'-10" PROPOSED SECOND FLOOR PLAN SCALE: 1 /4" = 1'-0" WALL LEGEND 8" CONCRETE STEM WALL 4" EXTERIOR WALL W/ BRICK 6" EXTERIOR WALL W/ SIDING 4" EXTERIOR WALL W/ SIDING 4" INTERIOR WALL W/ GWB 6" INTERIOR WALL W/ GWB DEMO WALL AREA TO DEMO pp��RAfr� ii rRuct� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.NET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: OWALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 Z Q J d J � W � LLJ J YO LL w w z o � � C) —j w cn J Q o W � � � W a 0 UC) U) � W °6 ry z X w PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/4" = l'-0" SHEET NO. A201 DATE: 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT pp��RAfr� ii RIDGE r�U 26'-11 1 /2" WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 N ph. 206-257-4492 co travis@woodcraftersconstruction.com PROJECT INFO: op ROUGH CEILING - 2ND OWNER: 11111—) 18'-4" SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.NET W16 PROJECT ADDRESS: N 1610 9TH AVE N 0? EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 T.O. SUBFLOOR - 2ND 1-7 SUBJ ESE PUD & GEN TEL 10'-7 1 /2" TAX ID: CD 0042920000-0100 ROUGH CEILING - 1ST 9'-7 1 /2" W14 MR 1:1 El (V f� U/ T.O. SUBFLOOR- 1ST z O AVG GRADE ui 0 LLJ Q Q �O > W EXISTING NORTH ELEVATION ROP�1/4 ELEVATION w Jw SCALE: 1 /4" = 1'-0" 2)�P SCALE: 1 (D Ill J J c/) J O Q 0- LLJ - O m z W o6 0 O HIGHEST RIDGE /� z 26'-111/2" r 1 v, v ui VJ X ® CV 00 ROUGH CEILING - 2ND 18'-4" E E W17 PLAN SET DATES iv NO. DATE DESCRIPTION 00 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT T.O. SUBFLOOR - 2ND 0 ROUGH CEILING - 1ST 9'-7 1 /2" REVISIONS Ll W04 W03 W02 W01 � - E N SCALE: 1/4" = 1'-0" SHEET NO. T.O. SUBFLOOR- 1ST 1'-10" 0 AVG GRADEA300 0' DATE: 06/21 /22 EXISTING EAST ELEVATION PROPO�E� EAST ELEVATION SDCI STAMP: 3 SCALE: 1/4" = 1'-0" `t SCALE: 1 /41 0 RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT pp��RAfr� ii HIGHEST RIDGE V��` 26'-11 1 /2" WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 CV ph. 206-257-4492 Ob O travis@woodcraftersconstruction.com PROJECT INFO: ROUGH CEILING - 2ND OWNER: 18'-4" SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCASTNET ZZ E E N PROJECTADDRESS: 1610 9TH AVE N co EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 T.O. SUBFLOOR - 2ND SUBJ ESE PUD & GEN TEL 10'-7 1 /2" TAX ID: 0042920000-0100 ROUGH CEILING - 1ST 9'-7 1 /2" W10 W09 WOS W06 W05 CV t` ) T.O. SUBFLOOR - 1 ST J o AVG GRADE 0' L �O > CC W G EXISTING SOUTH ELEVATION ROPO��ES�0UTH ELEVATION w Jw SCALE: 1/4" = 1'-0" 2)�P SCALE: 1/41-0 (D Ill J J � J Q O W - 0- 0 m z � W 06 0 O HIGHEST RIDGE Q 26'-111/2" v, � ) z U � w X I W ROUGH CEILING - 2ND 18'-4" 0 0 ❑E ❑E [EJ 0 PLAN SET DATES CV LL= � I I /// -- I � I F- °Q NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT T.O. SUBFLOOR - 2ND IJ 10'-7 1 /2" IJ 0 ROUGH CEILING - 1ST 9'-7 1 /2" REVISIONS W07 W13 W12 W11 W13 W12 W11 N E D01 �E SCALE: 1/4" = 1'-0" l7vl� T.O.SUBFLOOR- 1ST SHEET NO. rik 0 AVG GRADE 0' A301 DATE: 06/21 /22 EXISTING WEST ELEVATION PROPOSED WEST ELEVATION SDCI STAMP: 3 SCALE: 1/4" = 1'-0" �F SCALE: 1/4 1 -0 RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES: 1. ALL DIMENSIONS TYPICALLY INDICATED TO FACE OF STUD UON, REFER TO STRUCTURAL PLANS FOR FRAMING DETAILS. 2. CONTRACTOR TO VERIFYALL DIMENSIONS, ANY DISCREPANCIES SHOULD BE VERIFIED WITH THE ARCHITECT OR OWNER. 3. ALL EXTERIOR DOORS SHALL HAVE DEADBOLTS & ALL OPERABLE WINDOWS SHALL BE LOCKABLE FROM THE INSIDE. 4. ALL WINDOWS & PENETRATIONS ARE TO BE SEALED, CAULKED & FLASHED PER MANUFACTURER SPECIFICATIONS. 5. ENERGY CODE COMPLIANCE & INSULATION DETAILS ARE LOCATED ON SHEETA4.0 IN TYPICAL BUILDING SECTION DETAIL. 6. WINDOWS SHALL BE TEMPERED & MEET EGRESS REQUIREMENTS WHERE NOTED &AS REQUIRED BY APPLICABLE CODES. 7. EGRESS WINDOWS SHALL BE PER IRC R310.4, MIN. 20" WIDE, 24" HIGH, & 5.7 SF NCA, 5.0 SF NCAAT GRADE. 8. ALL WINDOWS 72" ABOVE GRADE SHALL HAVE SILL HEIGHT 24" ABOVE FINISHED FLOOR, OR LOCKS THAT RESTRICT OPENING TO 4". 9. ALL FRAMING TO FOLLOW ENGINEERING PLANS, DETAILS & CALCULATIONS. 10. INSULATION NOTE: INTERMEDIATE FRAMING & HEADERS R-10, NEW 2x6 WALLS R-21, NEW FLOORS R-38 & NEW ATTIC R-49 FLAT & R-38 SLOPED. 11. WINDOW NOTE: ALL NEW WINDOWS TO BE FIBERGLASS CLAD WOOD WINDOWS, U-VALUE OF 0.28 OR BETTER, GLAZING LABELED "NFRC CERTIFIED". 12. CEILING IN BAY WINDOWS TO BE FLAT, INSULATION WILL BE R-49, ROOF FRAMING PER STRUCTURAL DESIGN. 13. PROPOSED STAIRS TO HAVE MINIMUM WIDTH OF 36", MAXIMUM 7-3/4" RISE, MINIMUM 10" RUN, MINIMUM 6'-8" HEADROOM, MINIMUM 3'-0" LANDING LENGTH, & MAXIMUM 12'-0" VERTICAL RISE WITH 1/2" GYPSUM BOARDS AT THE ENCLOSED & ACCESSIBLE UNDER STAIR SPACE. 14. ALL HANDRAILS WILL MEET THE FOLLOWING HANDRAIL REQUIREMENTS: LOCATION AT 34"-38" ABOVE THE STAIR NOSING. GRASP DIMENSION BETWEEN 1-1/4" & 2". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAXIMUM OPENING OF 4. 15. ALL HALF WALLS & RAILINGS AT STAIRWAYS & DECKS TO BE IN CONFORMANCE WITH THE FOLLOWING GUARD(RAIL) REQUIREMENTS: SRC R312.1.2 -MIN. 36" HEIGHT. SRC R312.1.3 -MAX. OPENING SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. SRC R301.5 DESIGNED TO RESIST 200 LB CONCENTRATED LOAD ON THE TOP RAIL & 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. 16. EAVES WITHIN 5 FT OF PROPERTY LINE SHALL BE RATED FROM THE UNDERSIDE FOR 1-HOUR PER IRC TABLE R302.1. FIRE BLOCKING TO BE PROVIDED IN ACCORDANCE WITH FOOTNOTE -A OF IRC TABLE R302.1. FIRE BLOCKING TO BE PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. 17. ALL SKYLIGHTS MORE THAN 12 FT ABOVE WALKING SURFACE BELOW, OR 10 FT FOR GLASS SLOPED 30 DEGREES OR LESS FROM VERTICAL, SHALL HAVE A SCREEN HAVING A MAX. 1" MESH & CAPABLE OF SUPPORTING TWICE THE WEIGHT OF GLAZING. ENERGY CODE NOTES: 1. THIS PROJECT HAS BEEN DESIGNED TO, & SHALL FOLLOW THE GUIDANCE CONTAINED IN THE 2018 WASHINGTON STATE RESIDENTIAL ENERGY CODE, THE 2018 INTERNATIONAL RESIDENTIAL CODE, & THE 2018 INTERNATIONAL MECHANICAL CODE. 2. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WEC R105.4 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER & PERMANENTLY POSTED WITHIN 3 FT OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 3. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR & HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. 4. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE AIR LEAKAGE HAS BEEN REDUCED TO 3.0 AIR CHANGES PER HOUR MAXIMUM (R402.4.1.2), IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE (SEC). 5. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. 6. A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. 7. MINIMUM 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 8. ALL WINDOWS TO HAVE A U-FACTOR OF 0.28 OR LESS, FLOOR INSULATION OF R-38, 2x6 EXTERIOR WALL INSULATION OF R-21 AND ATTIC INSULATION OF R-49, PER WEC TABLE R406.2. VENTILATION NOTES: 1. ROOF VENTILATION: EACH BAY WINDOW ROOF AREA = 30 SF, REQ. NFVA = 29 SQ IN, INSTALL MIN. OF 15 SQ IN OF INTAKE VENTING AT SOFFITS/UNDEREAVE & MIN. OF 15 SQ IN OF EXHAUST VENTING NEAR THE RIDGE. INSTALL VENTING WITH EQUAL SPACING ON ALL SIDES OF HOUSE THATARE PRACTICAL, IN A MANNER THAT ENSURES CROSS VENTILATION. SOFFIT VENTS & RIDGE VENTS SHALL BE BALANCED TO ALLOW FOR UNRESTRICTED AIRFLOW. 2. CRAWL SPACE VENTILATION: NO CHANGES TO EXISTING CRAWL SPACE 3. EXHAUST TERMINATIONS MUST EXIT THE STRUCTURE NOT LESS THAN 3 FT FROM PROPERTY LINES, 3 FT FROM OPERABLE OPENINGS INTO THE BUILDING & 10 FT FROM MECHANICALAIR INTAKES PER IRC M1506.3. 4. ALL OPERABLE WINDOWS TO HAVE SCREENS & TO BE CONTROLLABLE & SECURABLE PER IRC M1507.3.4.4. DOOR SCHEDULE NUMBER FLOOR QTY RO SIZE NET WIDTH NET HEIGHT THICKNESS TYPE JAMB SIZE U-FACTOR MANUFACTURER COMMENTS Q FA D01 1 1 74"X83" 72 " 80 " 1 3/4" DOUBLE HINGED 3/4"X4 1/2" 0.3 VERIFY LOCATION IN FIELD 40.0 D02 1 1 32"X82 1/2" 30 " 801, 1 3/8" HINGED 3/4"X4 1/2" 0.3 16.67 D03 2 1 50"X83" 48 " 80 " 1 3/8" SLIDER 3/4"X4 1/2" 0.3 26.67 D04 2 1 32"X83" 30 " 801, 1 3/8" 2 DR. BIFOLD 3/4"X4 1/2" 0.3 16.67 D05 2 3 32"X82 1/2" 30 " 80 " 1 3/8" HINGED 3/4"X4 1/2" 0.3 16.67 D06 2 2 62"X83" 30 " 801, 1 3/8" POCKET 3/4"X4 1/2" 0.3 16.67 TOTALS: 183.36 WINDOW SCHEDULE NUMBER FLOOR QTY R/O SIZE NET WIDTH NET HEIGHT HEADER HEIGHT EGRESS TEMPERED U-FACTOR DESCRIPTION MANUFACTURER COMMENTS AREA SQ FT W01 1 1 24"X40" 23 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HR 6.36 W02 1 1 34"X40" 33 1/2 " 39 " 82" 0.28 FIXED GLASS 9.07 W03 1 1 24"X40" 23 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HL 6.36 W04 1 1 20"X40" 19 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HR 5.28 W05 1 1 34"X40" 33 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HR 9.07 W06 1 1 34"X40" 33 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HL 9.07 W07 1 3 20"X40" 19 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HL 5.28 W08 1 1 30"X40" 29 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HR 7.99 W09 1 1 48"X40" 47 1/2 " 39 " 82" 0.28 FIXED GLASS 12.86 W10 1 1 30"X40" 29 1/2 " 39 " 82" 0.28 SINGLE CASEMENT-HL 7.99 W11 1 2 24"X48" 23 1/2 " 47 " 82" 0.28 SINGLE CASEMENT-HR VERIFY LOCATION IN FIELD 7.67 W12 1 2 50"X48" 49 1/2 " 47 " 82" 0.28 FIXED GLASS VERIFY LOCATION IN FIELD 16.16 W13 1 2 24"X48" 23 1/2 " 47 " 82" 0.28 SINGLE CASEMENT-HL VERIFY LOCATION IN FIELD 7.67 W14 1 2 30"X30" 29 1/2 " 29 " 82" 0.28 SINGLE AWNING VERIFY LOCATION IN FIELD 5.94 W15 1 1 34"X30" 33 1/2 " 29 " 1 82" 0.28 FIXED GLASS VERIFY LOCATION IN FIELD 6.75 W16 2 1 36"X48" 35 1/2 " 47 " 82" 0.28 DOUBLE HUNG 11.59 W17 2 1 70"X46" 69 1/2 " 45 " 82" YES 0.28 TRIPLE CASEMENT-LHL/RHR 1 21.72 TOTALS:1 1204.83 *ALL WINDOWS TO BE NFRC CERTIFIED* R-49 INSULATION IN NEW ATTIC W/ FLAT CEILING R-10 INSULATION AT NEW HEADERS MIN. U-VALUE 0.28 AT ALL NEW & REPLACED woa u �-""WINDOWS (E) CRAWLSPACE (NO CHANGES) BUILDING SECTION DETAIL SCALE: 1/2" = V-0" Fasten handrails per manufacturer recommendations a rd 5t MOUNTED TO GUARD wall MOUNTED TO WALL TYPICAL HANDRAIL DETAIL SCALE: NTS I4 min, irking 34"-38" to nosing of stairs. typical 3sion-resistant trail hardware R-21 INSULATION AT NEW 2x6 WALLS R-38 INSULATION AT FLOORS stair guard is required for stairs with a total rise of 30" or more; see GUARC REQUIREMENTS for more information stair guard height: 34" min. measured from nosing of stet Openings for required guy,......., .., ... sides of stair treads shall not allow a sphere 4-3/8" to pass through_ ,,,, -- - - -- -- 1 IGI I11u1GA1 V!.lGI III ly •71 Ilum not permit the passage of a 6" diameter sphere. TYPICAL STAIR GUARD DETAIL SCALE: NTS pp��RAfr� Ii oyr lRUtt� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAM PBELLGERKE@COMCAST.NET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 W J � 0 W LLJ 0 J YO Q � 2 w w w w � (D U0 J J 06 aF. L.LJ O Z � p cwn Caj � z m PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 112" = V-0" SHEET NO. A400 DATE: 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �WORKAREA 1 PROPOSED FIRST FLOOR ELECTRICAL PLAN WORK AREA i i J I I I M SLOPED CEILING I 1CF 00 EXHAUST FAN I m I \ I CKEDi_ — E t /D I— - - I - -- I SLOPED CEILING _ I I / — r 100 CFM EXHAUST FAN I WORK AREA 1. ELECTRICAL, PLUMBING & MECHANICAL TO BE UNDER SEPARATE PERMITS. 2. ALL CANS TO BE 5" JUNO CANS WITH DIMMABLE 3,000 KW LED BULBS, BOTH PROVIDED BY THE ELECTRICIAN. 3. ALL SURFACE MOUNTED FIXTURES TO BE PROVIDED BY WOODCRAFTERS CONSTRUCTION, INCLUDING LED CLOSET LIGHTS. 4. ALL FAN TIMERS WILL BE PUSH BUTTON STYLE, 60 MINUTE MAX. 5. ALL WALL & CEILING BOXES ON EXTERIOR WALL/CEILINGS WILL HAVE SNAP ON RINGS FOR AIR SEALING. 6. ALL CLOSET LIGHTS TO BE 2 FT LONG LED SURFACE MOUNTED LIGHTS ABOVE DOOR CASING. WAC FLO LED CEILING & WALL CRI: 85 2700 KW 2 FT LED. 7. ALL BATH & LAUNDRY FANS TO BE INSTALLED BY THE ELECTRICIAN & PROVIDED BY WOODCRAFTERS CONSTRUCTION; VENTING BY HVAC SUB. 8. ALL CAN LIGHTS OVER SHOWERS, OUTSIDE, OR IN OTHER WET/DAMP LOCATIONS TO HAVE V.P. COVER & BE GFI PROTECTED. 9. OUTLET BOXES, LIGHT BOXES, SWITCH BOXES & CAN LIGHTS TO BE TACKED IN PLACE FOR HOME OWNER TO REVIEW & APPROVE OF LOCATIONS PRIOR TO ANY WIRES LANDED IN THE BOXES. IF ELECTRICIAN DOES NOT GET SIGN -OFF ON LOCATIONS, CHANGES WILL BE AT ELECTRICIANS EXPENSE. 10. EXHAUST TERMINATIONS MUST EXIT THE STRUCTURE NOT LESS THAN 3 FT FROM PROPERTY LINES, 3 FT FROM OPERABLE OPENINGS INTO THE BUILDING & 10 FT FROM MECHANICALAIR INTAKES PER SRC M1506.3. 11. SMOKE ALARMS TO BE INSTALLED INSIDE SLEEPING ROOMS, OUTSIDE OF EACH SLEEPING AREA, & ON ALL FLOORS. DIRECT WIRING IS REQUIRED FOR SMOKE DETECTORS UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES IS NECESSARY TO INSTALL THE WIRING. 12. CARBON MONOXIDE ALARMS TO BE INSTALLED OUTSIDE SLEEPING AREAS, & ON ALL FLOORS. 13. ALL NEW SMOKE ALARMS TO BE HARDWIRED & INTERCONNECTED PER IRC R314.3, R314.4. 14. ALL NEW CARBON MONOXIDE ALARMS TO BE HARDWIRE & INTERCONNECTED PER IRC R315.1, R315.5. I I } I I I I ELECTRICAL KEY 5" RECESSED CANR 4" RECESSED CAN Ra 3" DIRECTIONAL CAN VAPOR PROOF VP WEATHER PROOF WP WALL SCONCE 10 UNDER CABINET LIGHTING �a PENDANT SURFACE MOUNT 0 LED CLOSET LIGHT 0 EXHAUST FAN Fol SMOKE DETECTOR sD CARBON/ SMOKE DETECTOR coiso SWITCH 3-WAY SWITCH3 4-WAY SWITCH4 DIMMER SWITCH° PICO SWITCHP 60 MIN TIMER Ef�T 120 V OUTLET GFI OUTLET GFI 120 V QUAD �4 240 V OUTLET 39 FLOOR OUTLET CAT 6 TV / CABLE ry TELEPHONE LINE HEAT DETECTOR HD FAN EXHAUSTS THROUGH ROOF PER SRC M1506.3, VENT NOTE #3 SHEET A4.0 FAN EXHAUSTS THROUGH ROOF PER SRC M1506.3, VENT NOTE #3 SHEET A4.0 (N) MITSUBISHI 18K DUCTED MINI SPLIT SYSTEM WITH MINIMUM HSPF 11.0 INSTALLED IN ATTIC / \ \ i I � WORK AREA PROPOSED SECOND FLOOR ELECTRICAL PLAN ppO�RA��E• lRuct� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.N ET PROJECTADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 J W Z C) Q Y 0_j � W W U J J ~ J Q � w � W � Z 0 Q LU (1) 0 UU) o w � PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/4" = V-0" SHEET NO. El 0 ■ DATE: 06/21 /22 SDCI STAMP: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /4" = V-0" 0 HALL 0 \ F- N 0 0 36-2 1 /2" 10'-3 1 /2" NORTH KITCHEN ELEVATION SCALE: 1 /2" = 1'-0" �MIMI 0 0 0 co � 0 \--- 2' T-2" 5' N 3'-611 2' WEST KITCHEN ISLAND ELEVATION SCALE: 1 /2" = 1'-0" 0 t 0 0 W01 W02 +W:O.) 3: W04 0 0 0 0 0 a 0 � o 1 Ili \ ' 2'-6 1 /2" 2' 2' 5'-6" 2'-6 1 /2" EAST KITCHEN ELEVATION SCALE: 1 /2" = 1'-0" <E: �::d 0 0 W01 W02 W03 W04 \ --3 d a 11 0 o 0 o EAST KITCHEN ISLAND ELEVATION SCALE: 1 /2" = 1'-0" 0 0 00 \ o SOUTH PRIMARY BATH ELEVATION Li W05 00 0 00 F---o ---I 0 W06 0 0 3'-811 3'-511 3' 3'-511 SOUTH KITCHEN ELEVATION SCALE: 1 /2" = 1'-0" W05 00 0 00 F---o ---I 0 W06 0 0 3'-811 3'-511 3' 3'-511 SOUTH KITCHEN ELEVATION SCALE: 1 /2" = 1'-0" W09 EW10 W08 000 24" WINE REF 0 0 2'-0 1 /2" %5'-10" 2'-0 1 /2" DINING WET BAR ELEVATION SCALE: 1 /2" = 1'-0" NORTH LAUNDRY ROOM ELEVATION 0 0 NORTH PRIMARY BATH ELEVATION SCALE: 1 /2" = 1'-0" EAST LAUNDRY ROOM ELEVATION ppO�RA��E• IRU�t� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.N ET PROJECT ADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 (1j 0� ) J Z W O W YO w W W w O J Q w W � � pp z z � W o � C) w Q U) � O Uw oA500 PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/2" = 1'-0" SHEET NO. DATE: 06/21 /22 SDCI STAMP: a <E: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" NORTH PRIMARY BATH ELEVATION SCALE: 1 /2" = 1'-0" EAST LAUNDRY ROOM ELEVATION ppO�RA��E• IRU�t� WOODCRAFTERS CONSTRUCTION, LLC. 625 NW 45TH ST. SEATTLE,WA 98107 ph. 206-257-4492 travis@woodcraftersconstruction.com PROJECT INFO: OWNER: SUSAN CAMPBELL PH. 206-498-6262 CAMPBELLGERKE@COMCAST.N ET PROJECT ADDRESS: 1610 9TH AVE N EDMONDS, WA 98020 LEGAL DESCRIPTION: O'MALLEY'S ADD BLK 000 D-00 LT 1 SUBJ ESE PUD & GEN TEL TAX ID: 0042920000-0100 (1j 0� ) J Z W O W YO w W W w O J Q w W � � pp z z � W o � C) w Q U) � O Uw oA500 PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/2" = 1'-0" SHEET NO. DATE: 06/21 /22 SDCI STAMP: a <E: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" PLAN SET DATES NO. DATE DESCRIPTION 1 03/04/22 FINAL PLAN 2 06/21/22 PERMIT REVISIONS SCALE: 1/2" = 1'-0" SHEET NO. DATE: 06/21 /22 SDCI STAMP: a <E: RESUB Aug 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0"