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APPROVED BLD RESUB2 BLD2023-1142+Architectural_Plan+10.19.2023_12.44.40_PM+3850251731 MAIN ST, EDMONDS, WA 98020 NORTHLIGHT CUSTOMS PROPERTY OWNERS: BERNATEK BRADLEY T / LINDAL LAURA J ADDRESS OF OWNERS: 731 MAIN ST, EDMONDS, WA 98020 PROPERTY TAX ACCOUNT NUMBER: 00619400900601 LEGAL DESCRIPTION: CITY OF EDMONDS BLK 087 D-00 - LOTS 29 & 30 ZONING: EDMONDS RS-6 PROPERTY OVERVIEW: LAND: 6,755 SQ. FT, NO CRITICAL AREAS. FULLY LANDSCAPED EXISTING AND PROPOSED. STRUCTURE: TWO STORY WITH BASEMENT BUILT IN 1910.3 BEDROOMS TWO FULL BATHS. ADDITIONAL DETACHED GARAGE 440 SQ FT. PROJECT DESCRIPTION: -MAINTAIN HOME AS SINGLE FAMILY -REMODEL KITCHEN AND BATHROOM ON MAIN FLOOR T0CCC`- NO SIGNIFICANT TREES ON LOT Separate plumbing permit required. Please apply via MyBuildingPermit.com 731 MAIN ST SPECIAL INSPECTION CONSULTANT (IF REQUIRED): KRAZAN & ASSOCIATES INC. CONTACT: JEFF MERCER, OPERATIONS MANAGER 4303 198 STREET SW LYNNWOOD, WA 98036 (485) -5519 OFFICE (206) 793-6929 CELL IMPERVIOUS SURFACES/ LOT USAGE: LOT = 6,755 SQ. FT. EXISTING LOT COVERAGE (BUILDINGS)= 2,759 SQ FT. NO NEW PROPOSED IMPERVIOUS SURFACES. NO NEW PROPOSED LOT COVERINGS STORM WATER MANAGEMENT PLAN: -THE PROJECT DOES NOT ADD 2,000 SQ. FT. OF NEW PLUS REPLACED HARD SURFACES -DOWNSPOUTS TO SPLASH BLOCKS BUILDING CODE COMPLIANCE: -USING PRESCRIPTIVE METHOD OF 2018 INTERNATIONAL BUILDING CODE (IRC) -USING 2018 INTERNATIONAL MECHANICAL CODE -USING 2018 UNIFORM PLUMBING CODE USING WASHINGTON ELECTRICAL CODE 2020 USING PRESCRIPTIVE METHOD OF 2018 WASHINGTON ENERGY CODE (WSEC) Interconnected Smoke Alarms Are A Requirement11 it Of This Permit In Accordance With R314.2.2 - ■ - ■ ' Bell St O'Malley Brothers INC O City Of Edmonds Building Department Work INTERIOR REMODEL z Address 731 MAIN STL ___________________________________. Main St Main St Main St Main St Owner BERNATEK Approved Date 10/20/2023 Building Official Elrl& C4,rf e r Permit Number BLD2023-1142 19 Frances Anderson Center Olympic Ballet Theatre Frances Anderson Play Field Z a Q L_ 00 Main St T < It m b OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PUBLIC ALLEY 61'-0" PROPERTY LINE EXISTING DRIVEWAY 15REAR SET BACK a �o 0 r——————— — — — — —— ———— �'o� I EXISTING GARAGE 19'X22' NO CHANGES 5' SIDE YARD SET BACK M i" 5' SIDE YARD SET BACK SIDE o DECK * 11 'r6 1 /4" L— — — — — — 20' FRONT SETBACK I I I I I I I MAIN DECK I I I I I I I EXISTING HOUSE BUILT 1910 2STORY W/BASEMENT 2,759 SQ FT I NO CHANGES TO EXTERIOR OF HOME NO ADDITIONAL SQ. FT ADDED 11'-5 :t4" I -- - -- I I — — — — — — — — — J o a EXISTING 'VALK WAN 0 — PROPERTY LINE 0 PLANSMUST BE 61'_0" ON JOB SITE SEWER LINE MAIN ST - — — — — — — — — — — — — — — — 8 68A — — WATER LINE — — — — — — — — — — — — — — Main Street Kids Preschool & Child Care.. 0 SITE PLAN Dayton St Dayton St Dayton St 2 SCALE: 1/8 =V-0 VICINITY MAP TRUE NORTH NORTHLIGHT CUSTOM BUILDERS 9800 HARBOUR PL STE 201, MUKILTEO, WA 98275 J z 0 Q L M H z Q z W NZ I..L U H L Y J W 0 a W W m co 06 o D Q J 0 N O co �Q Z QU) M Z ti 0 0 W RESUB Oct 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 10.19.23 DRAWN BY: A. KRATOCHVIL (DRAWING TITLE: SITE PLAN PAGE: SCALE: NTS 1 1 OF 05 CV ti 1 TZ' L J C'4 CEILING SLOPE LINE 4l 3/8" i r i / I � I \\ I \ 1 4'-4 3/8" 8'- 3/4" 1 CIO C'7 M 0 REFERENCE IRC DETAIL FOR PORTAL FRAME (DRAWING #6) 16" MINIMUM WIDTH FOR THE PANELS AT EACH SIDE OF THE PORTAL FRAME FOR SEISMIC D1 WITH THE HEADER INSTALLED AT 8 FEET. 8'-4 7/16" 51-911 CH=7'1 C\I / CM ti CV CH=9'0 HH=6'8 '-8 1 /2" �-J M ti Cfl 12'-7 1 /2" 5'- 1 /2" 74 8'-011 REF. :30" 3D 130" 3D BOOKCASE OPEN BELOW FOR DOG BOWLS © O IS\7 DEMO PLAN LEGEND ® EXISTING WALL CH 7'0--------------- --- C=7'1 = DEMO WALL O I - I 0 REMOVE AND REPLACE I CH=8'11 I C NOTES: AREA OF WORK I / KITCHEN: I DEMO ALL KITCHEN FLOORING, CABINETRY AND FIXTURES HH=6'8 I I I I BATHROOM: DEMO ALL BATHROOM FLOORING, PLUMBING II I AND FIXTURES L DEMO WALLS PER PLAN Q OVERALL: CH=8'10 REMOVE AND REPLACE WINDOWS WHERE I NO CHANGES NOTED HEADER: (2) 2X12 PER LATERAL DESIGN DETAIL 6'-1111 2'-1111 36 O CONSTRUCTION PLAN LEGEND W3648 ® EXISTING WALL 0 NEW WALL EXISTING RAFTERS 24" O.0 \ / 3 N E ii u 11 u I I i3DB23 W3248 11 11 n---------------i I I EXISTING BEAM u 1 I D/W M I II 30" 3D--------------- ~ I u - 24" MW DI 11 1 / ' 2'-2 1/4" / 36" REF 'ANTRY W363224 15" 4D 3 O D xxo m _ O ort A W Z ? 0 --------------- TRASH PULL OUT -- W 1548 BLIND CORNER PULL OL T W3048 N Lo I 4 DEMO PLAN SCALE: 1/4" = V-0" TRUE NORTH WINDOW KEY SYMBOL WIDTH HEIGHT SILL HEIGHT LOCATION NOTES A 9-3/4" 2' -1 7/8" 3'-7 1/2" BATH GLASS BLOCK, REMOVE B 1'-6 3/4" 2'-2 3/4" 3'-8" BATH EXISTING C 2'-2 3/4" S-6 3/8" 2'-10" KITCHEN REMOVE D 4W 1/2" T-6 3/8" 2'-10" KITCHEN REMOVE E 2'-6 3/4" 2'-5 1/8" 4'-2 3/4" KITCHEN REMOVE F 4'-10" 2'-10 1/4" 3'-11 3/4" KITCHEN GARDEN WINDOW EXISTING G 8'-0" 4'-6" T-11" KITCHEN NEW CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUM LENGTH REQUIREMENTS OF TABLE R60210-5 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANEL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) / ' FASTEN KING STUD 2'-18 FINISHED WIDTH OF OPENING f TO HEADER WITH 6 FOR SINGLE OR DOUBLE PORTAL— / / q6O SINKERS 7 TENSION STRAP PfR PO�tiY }PALL HEIGHT °T - - • I �r --..�------------------ Al �II MIN. 3'xlI%* NET HEADER STEEL HEADER PROHIBITED ' elm IF 'i SPACER 15 USED, PLACE ON BACK -SIDE OF H 0 �- FASTEN SHEATHING TO HEADER WITH 8D1 I - 4 COMMON OR GALVANIZED BOX NAILS IN 3• ' °A I PATTERNASSHOWIN �I I J U I--- HEADER TO JACK -STUD STRAP PER TABLEI I - H I R60Z.10.6-4 ON BOTH SIDES OF OPENINGI ' I °n 1°i OPPOSITE SIDE OF SHEATHING MIN. DOUBLE rx4' FRAMING COVERED WIT%'THICK WOOD STRUCTURAL PANEL SHE I I I v '6 Imo` WITH BD COMMON OR GALVANIZED BOX NAILS AT 11 3' O_C IN ALL FRAMING (STUDS, TYP. °n .p � BLOCKING. AND SILLS] I I .'h I 11 II MIN. LENGTH OF PANEL PER TABLE RG0210.5 I I I I MIN. (2) 7; DIAMETEiR ANCHOR BOLTS I I I INSTALLED PER SECTION R403.1.6 WITH 1 I I °11 �I�I Z x2-x'hb PLATE WASHER I I I I 11 11 oC] 1� ppap at e o Q P O� e- 0 O Q e a a O G' e —0 D o 0 0 0 OVER CONCRETE OR MASONRY BLOCK FOUNDATION — WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING TO TOP OF BAND TO JOIST PER OR RIM JOIST TABLE R602.3(1) TABLE 602.10.6.4 _ _ (ON OPPOSITE SIDE ,� OF SHEATHING) I° BRACED WALL U NE ' ° ` ° ' ' ° -CONTINUOUSLY SHEATHED WITH W OOD STRUCI URAL a , ; .' PANELS !- IF NEEDED. PANEL r ��. SPLICE EDGES SHALL OCCUR OVER AND BE �I d� NAILED TO COMMON BLOCK)NGWITHINTHE •, ;e MIDDLE 24' OF THE •I IJ• PORTAL- LEG HEIGHT_ 4. ONE ROW OF 3' O.C. } �� NAILING IS REOUIRED IN EACH PANEL EDGE. .1 I%• TYPICAL PORTAL FRAME CONSTRUCTION d 1}. MIN. DOUBLE 2x4 POST h (KINGAND JACK STUD) q° NNUMBER OF JACK . ST UDS PE R TABLES R5027(1)&0 • 'I I q. .I q. I,I J A7 L 61 Y` —ANCHOR BOLTS PER SECTION R403.1-6 (2} FRAMING ANCHORS APPLIED ACROSS SHEATHING JOINT WITI CAPACITY OF 670 LBS I THE HORIZONTALAND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOI! OVER RAISED WOOD FLOOR . FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) I 1 ? WOOD STRUCTURAL PANEL NAIL SOLE PLATE I I I SHEATHING TO TOP OF BAND TO JOIST PER 1 I I I OR RIM JOIST TABLE R602-3(1) I , ATTACH SHEATHING TO BAND OR RIM JOIST WIT BD COMMON NAILS AT 3' O.C. TOP AND BOTTOM L WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RI161 JOIS OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION SECTION FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3' O.G. TYP REIN 'h' WOOD STRUCTURAL PANEL SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R6OQ 3(t ) APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R6023(I ) APPROVED BAND OR RIM JOIST FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION PORTAL FRAME METHOD OF WALL BRACING SCALE: 1/4" = V-0" NORTHLIGHT CUSTOM BUILDERS 9800 HARBOUR PL STE 201, MUKILTEO, WA 98275 J Z O Q W m z Z Z/ Z "' � I..L_ U H Y MW W J W 0 0 W I..L_ Lu W M W Cn � ,,max W O I..L_ C:) CV C:) 00 H CT) Cn Q Z Q Cn � 0 Co Z ti o 0 W RESUB Oct 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY 1 10/16 2 10/19 DATE: 10.19.23 DRAWN BY: A. KRATOCHVIL DRAWING TITLE: AS -BUILT, DEMO & CONSTRUCTION PLAN PAGE: 2 20F05 TRUE NORTH Co 0 11 *"REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY a�EL!ECTRICAL PLAN: 1/4" = TRUE NORTH 2'-5" F EF I o o I d d d — � _L7�_ 16" 1'-6" 2'-0 /16" 2'-6" 2'-6" T-0" 2'-7 15/16" 9'-0 1 /8" 9 KITCHEN ELEVATION SCALE: 1/2" = 1'-0" Co LEGEND p ELECTRICAL PANEL IQ TELE-DATA OUTLET E0 INTERCOM b TELEPHONE OUTLET J-BOX TV CABLE OUTLET Jd OUTLET DUPLEX ❑ FAN OUTLET QUAD PENDENT LIGHT OUTLET DUPLEX GFI Z'J THERMOSTAT RECESSED CAN #=CAN SIZE SINGLE SWITCH ® SURFACE MOUNT DOUBLE GANG SWITCH $$$ TRIPLE GANG SWITCH WALL MOUNT $$$$ QUAD GANG SWITCH $2 3-WAY SWITCH TRACK LIGHTING SCONCE D SINGLE W/DIMMER T SINGLE W/TIMER "" CONVECT AIR WALL HEATER 120V ■ EXISTING LIGHTING ■ NEW LIGHTING ALL ELECTRICAL OUTLETS TO BE DONE TO CODE, ELECTRICAL NOTED ON PLAN TO BE DONE IN ADDITION IF BEYOND CODE STANDARDS *REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY HOOD VENT, BUILT IN WITH CABINET PANELS 17'-5" S-0" 2'_6" 2'-8" 5'-6" 1'-3" 2'_6" 00 0 0 00 4" 0 0 Ll 0 4" GARDEN WINDOW 0 0 0 ® 0 00 d o 2'-0" 1'-0" 2' 6" 1'-11" 2' 0" 3' 0" 1'-6" 3'-6" 4'-3" 4'-2" 2'-6" 6'-6" 10 KITCHEN ELEVATION SCALE: 1/2" - 1 -0 M 2'-715/16" 9'-01/8" 1 1 416" 1'-6" 2'-0 /16" 2'-6" 2'-6" 3'-0" I I 118" 1 FILE CAB BEV_R V Co 0 I I I I ------1-------------------1-------------------1- 136 LAZY I ISUSAN O CH=8'11 3 4" 1'-11 1/4" 3 4" 3 AN E ---' W3248 1� i3DB23 II I O II II I II I I II I II I II I II I II I II I II I II I - II I II I I I I CV II I II I II I II I --------------- II I 1: 30" 3D if --------j II I II I II I II I II I II I II I N II I 1� 24" MW DI _ I I M 3'-1 1/2" FLOOR 194.0158 SQ FT "*REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY &�DE�TAILED ��ITCHEN E: 1/2" TRUE NORTH "*REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY 1'-0" L, 2'-3" �/L4" T-0 1 /8" 1'-5" 1 114" 1111 0 _ Co 0 00 00 ® o 0 2'-0" 2 1'-3" 3" T-0 1 /8" 3" 1'-5" 1 4" 4'-'l 1 15/16" T-1 /16" 11 KITCHEN ELEVATION REF WALL 7" 36" REF W363224 1' 5" T-0 1 /8" 71 T-1 1/16" AIR SWITCH 1TRASH !PULL OUT W1548 !BLIND 1CORNER !PULL 0 T 1 W3048 ra 15" 4D 1 1 ?748 1'-3" 2'-0" 2 1 /8" —REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY CV v 3'-1 1 /2" 31" 2'-0" �, 2'-6" �, 10"4 3 j" 1'-11 1/4" 31l l 1/4'�, - 12 ISLAND ELEVATION SCALE: NORTHLIGHT CUSTOM BUILDERS 9800 HARBOUR PL STE 201, MUKILTEO, WA 98275 J Z O Q W °° 0 Z Z "' '^z Ii U H W Y m J W 0 0 0 Q WN w W mCn 0 O < ry D Q 0 N 0 - 00 H m cn Q Z aC/) 0 CoZ �ti 0 W RESUB Oct 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 10.19.23 DRAWN BY: A. KRATOCHVIL DRAWING TITLE: ELECTRICAL PLAN, DETAIL KITCHEN & ELEVATIONS PAGE: 3 3 OF 05 8'-4 3/4" T-13/4" 2' 6" 4" L, 5'-6 3/4" I 2'-6" 14"1. 2'-50/4" 1 W11 2'-111/4" 34F 4'-1" 1 2'-9 3/8" 1 1'-6 3/8" 8'-4 3/4" 13 DETAILED BATH SCALE: 1/2" = V-0" TRUE NORTH CEILING SLOPE LINE 4'-4 1/2" �, 14 E. BATH ELEVATION -0" "REFERENCE CABINET COMPANY DRAWINGS FOR FINAL DESIGN ACCURACY T-0 5/8" 5'-4 1/8" FIXTURE MODEL \ NOT EXACT, LOCATION PURPOSES ONLY 3/4" 1 W 1/4" r-- ROUGH -IN SIZE CV Cl) N O CM 1'-3" 1'-011/1 CN 3-0" I. 2'-6 314" I 2'-10" 1'-6 3/8" I 2'-9 3/8" I 4'-1" 15 S. BATH ELEVATION -0" O M O ti O /_ CEILING SLOPE LINE -----------1 0 00 N 3-0" I. 2'-6 314" I 2'-10" 1'-6 3/8" I 2'-9 3/8" I 4'-1" 15 S. BATH ELEVATION -0" O M O ti O /_ CEILING SLOPE LINE -----------1 0 00 N [ O CO O 9 M l, 2'-6" L4" 5'-6 3/4" 1, 11 11 16 N. BATH ELEVATION -0" NORTHLIGHT CUSTOM BUILDERS 9800 HARBOUR PL STE 201, MUKILTEO, WA 98275 J Z O 2 Q W I` z Z Z// Z W � ry U H W Se J W 0 0 75 W NQ L.L � M W W Z) � Ax W O NQ L.L D J C) CV C) -00 Z_ Q U) 0 M Z ti o 0 W RESUB Oct 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 10.19.23 DRAWN BY: A. KRATOCHVIL DRAWING TITLE: DETAIL BATH PLAN & ELEVATIONS PAGE: 4 OF 05 "REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY 17 KITCHEN ELEVATION -0" ram, UNITED TILE/COUNTRY EQUIPE BLANCO C 5x16 112 OFFSET 39.3750 SQ FT BAC WALL 6.0069 SQ FT FROP AND SIDE OF SHO' BENCH SHOWER BENC SEAT:STRATUE AURORA QUAR' 28.8715 SQ FT UNITED TILE/COUN EQUIPE BLANCO G 2.5X8/ 1/2 OFFSET 3.0469 SQ FT 4'-4 1/2" 20 E. BATH ELEVATION -0" "REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY 18 N EKITCHELEVATION SCALE: 1/2" = 1'-0" CURB TOP: STRATUS AURORA QUARTZ BACK SPLASH 4" BAND/ STRATUS AURORA 0 r) "REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY UNITED TILE/COUNTRY EQUIPE BLANCO GLOSS/ 5x16 1/2 OFFSET 21.4608 SQ FT. 21 S. BATH ELEVATION -0" DOORS/ 3REEDED QUARTZ COUN STRATUS AUR( ITED TILE/COUN UIPE BLANCO G X8/ 1/2 OFFSET 5.7118 SQ FT NICHE: ROCA CC MOSAICS/ BASKET WEAVE GRAY AND WHITE CC115-12MT 3.7500 SQ FT UNITED TILE/COUNTRY EQUIPE BLANCO GLOSS/ 5x16 1/2 OFFSET 19.8333 SQ FT. UNITED TILE/COUNTRY EQUIPE BLANCO GLOSS/ JOLLY .5X8 SHOWER BENCH SEAT:STRATUS AURORA QUARTZ "REFERENCE CABINET COMPANY DRAWINGS FOR CABINET LAYOUT ACCURACY 19 KITCHEN ELEVATION REF WALL SLE: 1/2" = 1'-0" ------------1 �.o I 000 I 0�i000 I .00 *I-N. BATH ELEVATION SCALE: 1/2" = 1'-0" NORTHLIGHT CUSTOM BUILDERS = HARBOUR PL STE 201, MUKILTEO, WA 98275 J Z O i 2 Q w m z z Q Z z Lu � L.L U H W Y W J W 0 0 O W N< I..L Lu W M W U) 060 ryN� D Q J 0 N 0 �� U) Q Z QU) �o c") Z ti 75 0 W RESUB Oct 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I REVISIONS I NO. DATE REV. BY DATE: 10.19.23 DRAWN BY: A. KRATOCHVIL IDRAWING TITLE: I KITCHEN AND BATH TILE ELEVATIONS PAGE: 0� 5 OF 05