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APPROVED BLD-RESUB 1 BLD2023-0247+Architectural_Plan+3.24.2023_8.01.33_AM+34407222 3 4 6 7 10 12 13 14 15 A C E F G J =.I L GENERAL NOTES 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. M 1 i 111111111 FAMILY RESIDENCE- 22317 93rd Place West, Edmonds, WA 98020 PROJECT DATA CONSTRUCTION TYPE EXISTING CONSTRUCTION TYPE: VA OCCUPANCY GROUP PRIMARY OCCUPANCY: RESIDENTIAL APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODES 2018 UNIFORM PLUMBING CODES 2018 NATIONAL ELECTRIC CODE CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER - FREE DESIGN INCLUDING ICC/ANSI A117.1 - 2009 2018 WASHINGTON ENERGY CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION OCCUPANCY SINGLE FAMILY RESIDENCE SCOPE OF WORK THE WORK INCLUDES AN INTERIOR REMODEL OF A RESIDENTIAL SINGLE FAMILY HOME DEMOLITION OF NON-STRUCTURAL WALLS. LEGAL DESCRIPTION Parcel # 00544300000801 LEGAL: SECTION 25 TOWNSHIP 27 RANGE 03 QUARTER SE -- PINECREST BLK 000 D-01 -- LOT 1 CITY OF ED SP S-2005-43 REC AFN 200512065001 BEING A PTN OF TR 8 SD PLAT DRAWING INDEX I_1:Zy:I1111x"Ito] :L1� T-100 COVERSHEET T-101 SITE PLAN T-102 RESIDENTIAL CODE NOTES D-100 DEMOLITION PLAN A-100 FIRST FLOOR PLAN/NOTES A-101 ENLARGED PLANS A-300 INTERIOR ELEVATIONS A-301 INTERIOR ELEVATIONS VICINITY PLAN OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE b P 14th St S4J 224th S[ SW 224th St SW � 224th St SW v_ � D < so 0 �L so P 0 n Seattle Cornerstone `m Korean P 2 Edmonds v Presbyterian Church 'Sw m 15th St SW D Evergreen Home Services Q226th PI SW 226th PI SW ds Memorial Cemetery 0 O 227th PI SW m � 227th PI SW D APPROVED PLANS MUST BE ON JOB SITE i Interconnected Smoke Alarms Are A Requirement; Of This Permit In Accordance With R314.2.2 ; r SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. REVISIONS DATE PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 PROJECT DIRECTORY ARCHITECT: smith co Ilc 1904 third avenue suite 409 Seattle, wa 98101 T: 206.466.5249 M: 206.713.4076 ARCHITECT: KL SMITH E-Mail:ksmith@smithco.org City Of Edmonds Building Department Work REMODEL Address 22317 93RD PL W Owner KAPPEN Approved Date ----------------- 4/6/2023 Building Official Permit Number BLD2023-0247 ------------------------------------- SITE PLAN QRWL Design, Ltd s, sdP� 00544300000900 PR JECT 22317 93rd PI W, _.. Edmonds, WA 98020 - Omin drive -home m L2dih LOCATION M N - 22309 w PROJ EC. 2241h St SW co c 005443000 0901 — v Stella s Professional Pet LOCATIO� Care... © 224th PI S1^! � Robert F Leary Open Space/Preserve Pacific Peak Electric Grace and Favor Ministries v � 22317 22313 2, a o L 00544300000801 00544300000802 0 � n g 226th St SW :E 2320 0501 Q Exterior Rehab d Temporarily closed R q 227th St sN Edmonds Goodwill 0054430000011, 924 g Thrift store 2281h St SW Q 228th St sw %2'1 �t 3 0 228thStSW SCALE: N-.T.S""st 0 ne Fitness ��`a Snoring, Sleep -Apnea & a s 0 oral Appliance FDentist... K p Edmonds 2281h PI SW �- Westgate Chapel Q - FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS SEE OTHER DESIGN DISCIPLINES ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR SYMBOLS NORTH ARROW ITEM S.I.O ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT 7)% TRUE NORTH DETAIL IDENTIFICATION PROJECT NORTH MATERIALS A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L. F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE CUT LINE - DEFINES THE ARROW �� REVISION CLOUD OR N.I.C. ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED DETAILED ELEMENT AND DELTA GYPSUM BOARD ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILEAPPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER CONCRETE BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS SHEET WHERE INDICATOR ITEM S.O.I.0 B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR DRAWN DOOR MARK 50'-0" A.F.F. WORK, CONTROL OR S.I.C. C'I EARTH BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN OR DATUM POINT BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN WALL SECTION DOOR CODE - 0 GRAVEL BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER DETAIL IDENTIFICATION 2580A REFER TO BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED SCHEDULE SLOPE DIRECTION �_�', CMU OR BRICK BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION CUT LINE - DEFINES THE SLOPE DOWN WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING 2 DETAILED ELEMENT WINDOW, RELITE OR 1/8" PER FOOT PLYWOOD CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED A7.01 LOUVER MARK C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING SHEET WHERE DRAWN RIGID INSULATION C. 1. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WINDOW SPRINKLER MAIN C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE 14 NUMBER - REFER CI BATT INSULATION BUILDING SECTION _____L_________ C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET TO SCHEDULE � WOOD MEMBER CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR DETAIL IDENTIFICATION EXISTING CONSTRUCTION TO REMAIN CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED 6 EQUIPMENT MARK 0 WOOD BLOCKING CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER PROPERTY LINE - SHOWN LIGHT BACKGROUND COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED A3.01 EQUIPMENT �� CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR SHEET WHERE DRAWN NUMBER -REFER 0 FINISHED WOOD CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.0.I.C. SUPPLIED BY OWNER INSTALLED 24 TO SCHEDULE FENCE X 0 ACOUSTICAL TILE CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION DETAIL IDENTIFICATION X CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE ROOM MARK STEEL C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER -- DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL 8 ROOM —ROOM NAME EXISTING CONSTRUCTION TO BE �I ALUMINUM DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD A3.02 SHEET WHERE DRAWN 100 E.I.F.S. BREAKLINE REMOVED -SHOWN DASHED DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL ROOM NUMBER D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL ^ SOUND INSULATION D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED INTERIOR ELEVATION L COLUMN GRIDS WALL TYPE MARK DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM 5 —DETAIL IDENTIFICATION EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST WALL TYPE E. 1. F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY A5.03 6 O FE FIRE EXTINGUISHER FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. 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' 84 ! 73 - _C° 54 43 Q 1 24 Q2 PROJECT INFORMATION PROPERTY OWNER: KAPPEN 22317 93RD PIT W EDMONDS, WA 98020 TAX PARCEL NUMBER: 00544300000801 PROJECT ADDRESS: 22317 93RD PIT W EDMONDS, WA 98020 PARCEL AREA: 0.24 AC ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS. 2.0' CONTOUR INTERVAL — THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT. SECTION 25 TOWNSHIP 27 RANGE 03 QUARTER SE -- PINECREST BLK 000 D-01 -- LOT1 CITY OF ED SP S-2005-43 REC AFN 200512065001 BEING A PTN OF TR 8 SD PLAT PROJECT LOCATION GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET Kappen Remodel 22317 93rd PI West A Edmonds, WA 98020 1-14 r MC W_q 3� 1904 third avenue suite 409 C seattle, washington 98101 206.466.5239 p 206.713.4076 m C E ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration RESUB F Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 G REGISTERED � HIT KEPTF600SMITH STATE OF WASHINGTON H Issues and Revisions No. Date Issues 1 01,19,23 PERMIT I J Project Name Project Number 02016063.01 Description SITE PLAN K Computer File T-101.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 2 3 4 6 7 9 10 12 13 14 15 16 A 1.1 C I E F G i3 J I:A L 2 GENERALNOTES 3 4 A. These notes are in abbreviate form. The intent is to further define those areas of work not clear) delineated on the drawings. The quality of workmanship throughout shall be first Y g q Y P g class and all materials shall meet or exceed the normal industry standards applicable in each case. B. All work is to be performed in strict compliance with the 2015 International Residential Code (SRC) for the Designerural part, the 2015 International Building Code (IBC) for the structural part, the 2015 Washington State Energy Code, Residential Provisions, and all applicable provisions of prevailing local, state, and federal codes and ordinances, including appropriate licensing laws including any local amendments. Compliance with the Land Use Code / Zoning Ordinance is required. In Seattle, I.B.C. = S.B.C. and I.R.0 = S.R.C. C. Notify an consu t with eslgner i discrepancies are found etween rawings and site conditions and/or building or zoning requirements prior to start of work. any consequences resulting from these discrepancies will be the Contractors sole responsibility and expense if Designer is not consulted before area in question is constructed. D. Contractor shall verify field conditions prior to start of work. If measurements or conitions differ from drawings, notify Owner prior to start of work. Bring any conflicts to the attention of the Designer whereupon a final decision will be made E. Dimensional strings are generated by a computer drafting program that usually rounds the dimension to the nearest 18 of an inch. Therefore, it would be possible that a string of multiple dimensions and an overall dimensions of the same string could vary by 18 of an inch. Please notify the Designer whether a verification of a dimension is needed or dimensions to ' 16" are required. F. Do not scale drawing. During the reprographic process, proportions may have been altered. Use written dimensions. Where conflicts exist, notify the Designer immediately. G. Contractor to maintain in force at all times, insurance as required by Article II of the General Conditions of the Contract for Construction, AIA Document A201. Certificates evidencing said insurance shall be provided to the Owner, prior to commencement of any work. H. Contractor is solely responsible for all construction means and methods and shall maintain the structural integrity of any construction until all final lateral and vertical load carrying systems are completed - approvals from the Designer do not extend to approval of construction means and methods I. Drawings are for a complete installation with full -functional assemblies - contractor is to field verify all dimensions and conditions prior to any work and shall be responsible for all work and materials including those finished by subcontractors. GENERAL REQUIREMENTS A. Provide all required temporary facilities and all temporary utilities as required to keep facility in operation during construction. Contractor is responsible for all costs associated with temporary facilities and temporary utilities B. Construction Barricades: Provide construction barricade as required to keep Public and Employees safe, following all applicable federal, state and city codes and regulations. DRAWINGS / PERMITS BY OTHERS It is the contractor's responsibility to provide additional drawings and permits as required to complete this project. The following list is by no means meant to be comprehensive, rather suggestive of the possible types of additional permits, drawings, and submittals that may be required during the course of the project. Depending on the project, some of the following permits, drawing, and submittals could come up including others not listed below: Provide information to City regarding disposal of excess soil. (if any) Provide Design / obtain Permit for any required Shoring Work. (if any) Provide Drawings / obtain Permit for Plumbing Work Provide Drawings / obtain Permit for Electrical Work Obtain Permit for Storm Sewer Design & Hook -Up Obtain Street Use Permits for any Street Work. (if any) Apply & pay for required Water Meters. Any deferred submittal shall be submitted to the Building Department for review and approval. SOILS AND SITE WORK PER 401.4 (site -specific geotechnical reports shall govern) A. Excavation cuts are to be no steeper than 1:1, horizontal to vertical. B. Fill to be free of debris, organic contaminants and rock fragments larger than 6 inches. Use free -draining sand or sand and gravel conditioned to appropriate moisture content for adequate compaction. Fill shall contain no more than 5% fines relative to the fraction passing the 3 4" sieve. For house, slab or pavement areas, compaction of fill to be at least 95% of the maximum dry density (MDD) per ASTM D-1557 testing procedures. Utility trench backfill in settlement -sensitive areas to be compacted at least 90% of the MDD, except for the top 2 feet which should be compacted to 95% of the MDD. C. Structural fill to be placed in loose layers of not more than 8" layers for heavy equipment, or 4" for lightweight compaction equipment. Fill should be conditioned to the proper moisture content for compaction. Compact each lift before placing subsequent layers. D. For footings supported on structural fill, the zone of structural fill should extend laterally out from the looting edges a distance at least equal to the thickness of the structural fill. Structural fill placed beneath footing should be compacted to at least 95% of the MDD in accordance with ASTM D-1557. E. All exterior and interior footings to be at least 18" and 12" respectively below the lowest finished adjacent grade. F. Crawl space per R408. FRAMING (Site -specific structural engineering shall govern) A. All materials and workmanship shall conform to the requirements of the drawings, notes, specifications, and all applicable codes and ordinances. B. All frame construction shall conform to minimum standards of IBC/IRC. Fastening requirements to be in accordance with IBC. See Structural Drawings Structural Notes, and specifications for any other notes that may relate specifically to grades and sizing of all framing member. C. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. Per IBC : penetrations, soffits, drop & cove ceilings 2 3 4 5 6 7 8 Wood/Earth separation per R317 D. Maintain all integrity of required 1 hour separations between different Occupancy Types. o Hour Party Walls between units.) . Garage/Dwelling per R302.5 & 302.6 E. Where installation includes manufactured products, comply with the manufacturer's applicable instructions and recommendations for installation. Verify rough -in dimensions for equipment and provide buck -outs, backing and jacks as required. F. All Guardrails per R312 to be 36" high minimum from finished floor line. Openings in railing REFRENCED CODE assemblies are not to exceed 4" in one direction. Guardrails and handrails to withstand a SHOULD BE 2018 200 lb/sf concentrated load applied in any direction at any point along the top. Guardrail CODE CYCLE in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applies normal load of 50 Ibs on an area equal to 1 square foot. This load need not be assumed to act concurrently with any other live load requirement. Handrails to be between 1 1 2" dia. and 2" dia. with clearance of 1 1 2" between rail and wall surface. mount between 34" and 38" off stair nosing. G. DECKING: All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. H. Unless noted otherwise, dimensions are to face of studs, face of foundation walls, centerline of columns, centerline of doors and windows. When exterior walls rare dimensioned as 6", they include 12" sheathing over 2x6 studs @ 16" oc. INSULATION AND GLAZING PER R402 All Climate Zones R-Values U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,, n/a n/a Ceilingk 49i 0.026 Wood Frame Wall9m" 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30' 0.029 Below Grade Wall° m 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a A. Service hot water pipes shall be insulated per WSEC table R403.5.1. B. All wall and ceiling insulation shall have a vapor retarder (such as craft paper faced insulation, a special interior paint, vapor retardant foil or other approved vapor retarders) facing to be installed on the interior side of wall/ceiling/floor. C. Insulation and facing material shall have a flame spread index not to exceed 25 with smoke developed not to exceed 450 per IRC R316. D. Int. denotes standard framing 16inches on center with headers insulated with a minimum of R-10 insulation. E. R303.1.3 Fenestration product rating. U-factors of fenestration products shall be determined in accordance with NFRC 100 by an accredited, independent laboratory, and labeled and certified by the manufacturer. F. Section R401.3: A residential energy compliance certificate complying with SEC R401.3 is required to be completed by the design professional or builder and permanently posted within 3' of the electrical panel prior to final inspection. Fenestration U-factors and SHGC Type and efficiency of heating/cooling/service water heating equipment. Duct leakage rates and test conditions Blower door air leakage results (if conducted) G. 2015's current section numbers: R403.3.2 (duct sealing) and R403.3.3 (duct testing): Ducts to be leak tested in accordance with WSU RS-33 in accordance with either of following: Ducts to be leak tested in accordance with WSU RS-33 in accordance with either of following: Post construction test: Max 4 cfm/100 sq.ft conditioned floor area at pressure differential of 0.1" w.g. (25 Pa), with registers sealed Rough -in test: Max 4 cfm/100 s .ft conditioned floor area at pressure differential of 0.1 g q w.g. (25 Pa), @ 0.1" w.c.,with registers. Max 3 cfm if air handler not installed. H. R402. Building air leakage testing, verified as having air leakage rate not exceeding 5 air changes per hour. Testing to be conducted with blower door at a pressure of 0.2 inches w.g. (50 Pascals). The written test results shall be signed by tester and provided to code official. testing shall be performed after creation of all penetrations of the building thermal envelope. I. Section R403.1.1: Each dwelling unit is required to be provided with at least one programmable thermostat for the regulation of temperature. Min. weekday/weekend 5-2 programmable schedule For primary system, min. 2 programmable setback periods/day. Heating only: temperature range = 55-70 degrees F Cooling only: temperature range = 78-85 degrees F Combined heating/cooling: temperature range = 55-85 degrees F. J. Section R404 High Efficacy Luminaries. • 75% of permanent lighting fixtures to be high efficacy lamps Additional Energy Efficiency Requirements R406 Small Dwelling unit (need 0.5 points from Table R406.2): less than 1500sf conditioned floor area & less than 300 sf fenestration area Medium Dwelling unit (need 1.5 points from Table R406.2) Large Dwelling unit (need 2.5 points from Table R406.2): over 5000 sf conditioned floor area Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b IAir Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5C Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 VENTING NOTES A. Section R806 IRC - Enclosed attics and rafter spaces formed where ceilings are applied directly to the underside of the roof rafters shall have cross ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion 6 F1 9 10 11 12 9 resistant wire mesh, with 18" (3.2mm) to 14" (6.4mm) openings. B. The total net free ventilation area shall be not less than 1 150 of the area of each space to be ventilated, except that the area may be 1 300 provided that 50 to 80 percent of the required ventilation area is located in the upper portion and at least 3 feet above eave or comic vents with the balance being provided eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the WARM SIDE of the insulation. See calculations in the drawings. C. Where vents occur, baffling of the vent opening shall be provided so as to deflect the incoming air above the surface insulation. Insulation shall not block the free flow of air. A minimum of a one inch (25.4) space shall be provided between the insulation and the roof sheathing at the location of the vent. D. M1507.3.4.2 Fan Noise. Whole -house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 home ventilating institute loudness testing and rating procedure. Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached ductwork using insulated flexible duck or other approved material. E. M1507.3.4.3 Fan Controls. The whole -house ventilation fan shall meet the requirements of sections M1507.3.2 and M1507.3.2.1 F. M1507.3.4.4 Outdoor air inlets. Outdoor air shall be distributed to each habitable space by individual out door air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means. Doors shall be undercut to a minimum of 2 inch above the surface of the finish flooring covering. DOORS AND WINDOWS A. Doors as selected by Owner, but must meet code, egress, hardware, requirements as per below: B. See floor plans for sizes. Rating and required u-values shall be per plan and as set forth on this sheet. See schedules attached or in drawings. All exterior doors, windows and skylights shall be NFRC certified and shall meet SEC 402.4 for leakage. C. All Dwelling Units shall have dead -bolts that have thumb -turn to the inside. D. Electric Garage Door to be installed by Company familiar with Safety Requirements. E. All doors with required fire rating shall comply with provisions in this section, and shall be self closing and latching with no hold -opens. fire doors and dampers shall have an approved label or listing mark, identifying the fire -protection rating permanently affixed at the factory per IBC 715.3.3 All treated doors to have 3 hinges per leaf. When spring hinges are used for self -closing requirements, not less than half of the hinges are to be spring hinges. F. All glazing within 24" of a door, or within 18" from a floor surface to be tempered, including any glass shower or tub doors. Additionally, glazing within 5 feet of the bottom or top of stairways where the sill is less than 60" AFF shall be safety glazed. IRC R308.3 & 308.4 specifies other hazardous locations also requiring safety glazing. G. Egress windows from sleeping rooms and basements with habitable space w/o sleeping room to have a minimum net clear opening of 5.7 SF, minimum of 24" clear height, 20" minimum clear width, with maximum sill height of 44" above finished floor per IRC R310. H. SKYLIGHTS per R308.6 DRYWALL FINISH A. Provide %" gypsum wall board for non -rated assemblies and 5 8" type "x" gypsum wall board for 1-hour rated assemblies with all exposed joints and fastener heads smooth and flush with surface of board. joints taped and prepared for application of finish. use water-resistant board at all wet areas to 4'-0" AFF. B. "Recommended Specifications for the Application and Finishing of Gypsum Board," latest edition, as published by the Gypsum Association (also published as ANSI 97.1 and "Using Gypsum Board and Ceiling," latest edition). C. When gypsum board is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water resistant gypsum backing board shall be used per IRC section R702.4.2. MECHANICAL A. HVAC and Plumbing work shall be performed in a "Bidder -Design" manner. The Contractor shall submit such systems separately for permit. B. It is the Contractor's responsibility to design systems that meet all requirements and codes. Contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the Owner before performing D. Heating is electric or gas either piping of hydronic heat or forced air via duct and furnace, to be determined. All furnaces shall be listed and labeled by an approved agency and installed per listed specifications. E. IC Chapter 24 covers fuel gas applications F. Appliances intended for installation in closets, alcoves or confined spaces shall be sl listed per code, IMC. G. Appliances installed in garages or other areas where they may be subject to mechanical damage shall be suitable guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. H. Equipment located in a garage and capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. I. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code and IMC. J. Verify types, Manufacturer, and locations of all plumbing fixtures and faucets with Owner prior to purchasing and/or installing. Vent outlet for gas appliances shall be 3' minimum away from operable windows, and 10' minimum away from fresh air intakes per WSEC and IRC chapter 24 WATER CONSERVATION NOTES A. Bathroom lavatory faucets: max flow rate =1 gal/min B. Kitchen faucets: max flow rate =1.75 gal/min C. Showerheads: max flow rate =1.75 gal/min FIREPLACE NOTES (see IRC Chapter 10; Pre-fab metal per R1002, R1003, R1005) A. Gas fireplace shall be approved by the building official as applicable for safe use or comply with applicable nationally recognized standards as evidenced by the listing and labeling by an approved agency such as the EPA. B. Instruction manuals for installation, operation repair and maintenance shall be left and attached to the appliance by the installer. C. Direct vent outlet for fireplace shall be 3' minimum away from operable windows, and 10, minimum away from fresh air intakes per per WSEC. VENTILATION per SRC M1507 A. Continuously operating whole house fan is proposed. B. Provide outdoor air inlet with 4 sq. in. min net free area for each habitable space. INDOOR AIR QUALITY NOTES A. Range exhaust & dryers: Domestic kitchen range ventilation and domestic clothes dryers 10 12 13 13 14 15 16 shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 6 UMC. Exhaust ducts shall terminate outside the building and be equipped with back -draft dampers. B. Moisture exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall NOT be installed at the duct termination. Ducts for exhausting clothes dryers shall NOT be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. C. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, dryer exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet including two 90-degree elbows. Two feet shall be deducted for each 90-degree elbow in excess of two. SMOKE ALARM / DETECTORS PER IRC R314 A. Smoke alarms shall be installed in the following locations: 1. Each sleeping room 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms 3. On each additional habitable story of the dwelling, including basements B. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedroom over background noise levels with all intervening doors closed. All smoke alarms shall be listed and installed in accordance with the provisions of IRC and the household fire warning equipment provisions of NFPA 72. Primary power to come from building wiring per IRC R314 from commercial source with battery back-up. C. Provide an approved carbon monoxide alarm on each level of the dwelling per R315. FIRE -RESISTIVE REQUIREMENTS A. CONSTRUCTION PER R302 Interior & exterior bearing walls, & non -bearing walls to be type V_B construction as required Floors & floor/ceilings to be type VB construction Roofs & roofs/ceilings to be type VB construction NOTE: All garage interior walls, ceilings, structural support systems exposed therein, and voids under stairs shall be 1-hour construction per plans and details. B. TYPES OF CONSTRUCTION: Standards of Quality - Construction materials shall be labeled appropriately, as required by the local municipality, showing that they comply with local code standards for such materials as building paper, decking material, foam plastics, wall and roofing materials. C. FIRE RESISTIVE MATERIALS & SYSTEMS: Fire resistance ratings of walls, floors, roof assemblies shall meet criteria set forth in IBC or based on submitted information showing equivalent fire resistive rating. D. FIRE BLOCKING AND DRAFTSTOP per R302.11, R302.12, 502.12 and R602.8 E. PROTECTION OF STRUCTURAL MEMBERS: Thickness of protection over structural members shall be as per IBC. See wall types and sections in these drawings for specifics. F. COLUMN JACKETING: Where fire resistive covering on columns is exposed to injury from moving vehicles or other means, contractor shall protect area from damage and deterioration. ELECTRICAL A. Electrical work shall be performed in a "Bidder -Design" manner. The contractor shall submit such systems separately for permit. B. It is the Contractor's responsibility to design systems that meet all requirements and codes. contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the Owner before performing . Specific attention is to be paid regarding Owner -requested locations of electrical,) phone and computer cabling port locations. D. Proper protection shall be provided around recessed light fixtures per manufacturer's recommendations so that overheating will not occur. Recessed light fixtures to be IC rated. E. At least 75% of permanent lighting fixtures to be high efficacy lamps - WSEC R404 A. IRC R311.7, min 36" wide, max riser = 7 3 4" , min tread =10". Hand rails shall not project more than 4 12" into the 36" clear pathway on either side. B. LANDINGS: There shall be a floor of landing at the top and bottom of each stairway except a door swinging except a door swinging away from the stairs is ok for interior stairs. The width of each landing shall not be less then the width of the stairway served, min 36" in the direction of travel. Max 2% slope. C. HANDRAILS: 34" to 38", min 1 1 2" clear from wall, continuous from full-length of flight where risers are. Handrail ends shall be returned or terminate in newel posts or safety terminals. Newel posts can interrupt handrails at turns. The lowest tread may have a volute, turnout or newel. Handrails shall be of the two type listed in IRC 311.7 or provide equivalent graspability. SECURITY per Seattle Residential Code Section R329 A. Provide building entrance locks and observation ports at approx. 60" AFF in accordance with this section. SOUND TRANSMISSION CONTROL per Seattle Residential Code section R330 A. Assemblies separating dwelling units shall provide: At walls: airborne sound insulation at STC 45 per, ASTM E 90. At floor -ceiling airborne and impact sound insulation at an "Impact Insulation Class" IIC) or min. 50 per ASTM E 492. B. Fire -resistive integrity shall be maintained. MINIMUM AREAS FOR HABITABLE ROOMS per R304: Common room:120 SF; Cooking + Living or Living + Sleeping: 150 SF; Kitchens are exempt from minimum area and dimensions. IRC DEFINITION OF HABITABLE SPACE: A space in a building for living, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. CEILING HEIGHT per IRC R305 A. Habitable spaces/rooms, hallways, corridors, bathroom, toilet rooms, laundry rooms and basements shall have a ceiling height not less than 7 feet measured from FINISH floor to FINISH ceiling. Beams at least 4 feet on center can project into space 6 inches. B. SLOPED CEILINGS: Not more than 50% of the REQUIRED floor area of a room/space is permitted to have a sloped ceiling less than 7 feet or a portion less than 5 feet, (i.e. minimum REQUIRED bedroom is 70 SF per R304.3, so at least 35 SF of a bedroom needs to have ceiling heights over 7 feet and the other 35 SF over 5 feet. GARAGE requirements per R309 ATTIC ACCESS per R807 WEATHER PROTECTION eerr R703 & R903 14 15 16 Kappen Remodel 22317 93rd PI West A Edmonds, WA 98020 silith co. 1904 third avenue suite 409 C seattle, washington 98101 206.466.5239 p 206.713.4076 m C E ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration RESUB F Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 G REGISTERED � HIT -,(, 'KEFTI-6/�/SM I TH STATE OF WASHINGTON T Issues and Revisions No. Date Issues 1 01,19,23 PERMIT J Project Name Project Number 02016063.01 Description CODE NOTES K Computer File T-102.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith co. Ilc. T�102 Kappen Remodel 22317 93rd PI West Edmonds, WA 98020 1904 third avenue suite 409 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration RESUB Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 REGISTERED HIT KEFTI-6/SM I TH STATE OF WASHINGTON Issues and Revisions No. Date Issues 1 01.18.23 PERMIT Project Name Project Number 2020026.01 Description DEMOLITION PLANS Computer File D-100.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. D-1 00 Kappen Remodel 22317 93rd PI West Edmonds, WA 98020 1910ith C *0 1904 third avenue suite 409 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration RESUB Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 REGISTERED HITECT KE ISTA E OF WASHINGTON Issues and Revisions No. Date Issues 1 01.18.23 PERMIT Project Name Project Number 2020026.01 Description CONSTRUCTION PLAN Computer File A-100.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A-1 00 2 3 4 61 6 7 :, Pli 10 12 13 14 15 16 2 Ln uRsuLA INTERNIKPP EN SPECS 11/08/2022 PER /�!�90R DEL 13ELLO L0 A CELL 425 766 6421 URSULA@URSULAINTERNI.COM e Item Product Type Specifics / Description WIIIIIIIIIIIIII WD-1**** Engineered Wood Floor Urban Floor Chene Brunello CHE-646-BRU**** El PT-1 Paint Color Ceiling TBD Possibly BM OC-17 Flat PT-2 Paint Color Walls TBD Possibly BM 2057-10 Flat ST-1 Vanity Floating Stone Vanity with integrated stone sink Arabescato Corchia Graffiti finish (sink back side honed) U PL-1 Sink Integrated with vanity U PL-2 Faucet Kohler Purist 1.2 GPM Wall Mounted Widespread Bathroom Faucet Vibrant BrassModel:K-T14414-4-2MB + matching drain Ff PL-3 Toilet TOTO EP 1.28 GPF Dual Flush Wall Mounted Two Piece Elongated Chair Height Toilet with Washlet+ and Auto Flush - Seat Included Vibrant Brass Push Plate to match faucet: CWT4283056CMFGA#MS FE PL-4 In wall tank Gerberith + Actuator Sigma 20 Matte White with polished white accent Ff L-1 Sconce Hinkley Lighting Warby 1 Light 22" Tall Wall Sconce MOdel:3742HB-WH 0 MIRR-1 Mirror Brassy Gold Organik Mirror by Irregular Mirrors Collection Size Large 27" w x35" h 0 DOOR-1 Keep Existing Door Possible re -paint ACC-1 Accessory package Toilet Paper & towel bar To match Purist Faucet in vibrant Brass Ff NOTES ****WD-1 should also be price as Unfinished Character Grade 7" Euro Oak, stain in place - THIS APPLY TO ALL WD-1 AREAS WD-1**** Engineered Wood Floor Urban Floor Chene Brunello CHE-646-BRU **** CAB-2 Main Kitchen Cabinet Shaker Painted Black Possible SW Iron Ore H HDW-3 Hardware for cabinet Signature Hardware Andrex 2-3/8 Inch Long Bar Knob - Vertical Model:462354 0 ST-2 Natural Quartzite Tahiti 3cm polished Counters, Full Height BS & Waterfalls at islands U PL-5 Kitchen Faucet Brizo Litze Single Handle Arc Spout Smart-rouch Pull Down Kitchen Faucet with Knurled Handle and On/Off Touch Activation - Limited Lifetime Warranty (5 Year on Electronic Parts) Model:64043LF-BLGL Ff PL-6 Kitchen sink Undermount Kohler Strive 35" Single Basin Undermount 16-Gauge Stainless Steel Kitchen Sink with SilentShield with Accessories Included Model:K-5283-NA Ff PL-7 Kitchen Filtered Cold/Boil/Soda HydroTap Arc Boiling, Chilling, Sparkling Matte Black Ff PL-8 Garbage Disposal Switch Rohl Waste Disposal Air Switch Button MOdel:AS425MB FE PL-9 Bar Faucet Brizo Litze Single Handle Arc Spout Bar Faucet with Knurled Handle - Includes Lifetime Warranty Model:61043LF-BLGL Ff PL-10 Prep Sink Kohler Strive 15" Single Basin Undermount 16-Gauge Stainless Steel Kitchen Sink with SilentShield with Basin Rack Model:K-5287-NA F( L-2 Undercounter Lights LED with opaque diffusion lense 3000K, to be covered by cab valance 0 L-3 LED Lights Light at Island Toe Kicks at seating edge Warm Light 0 L-5 Chandelier Chandelier Over Breakfast table Fixture TBD 0 L-4 Pendant over 8' island Bille De Smoke Crystal Double Ball Pendant Lighting Vancei SKU VAN-PENDANT-0075 0 L-6 Can Lights Adjust existing lay out, match existing cans Assume 4 more cans 0 PT-3 Paint Color Walls TBD Possibly BM 1548 Flat PT-1 Paint Color Ceiling TBD Possibly BM OC-65 Flat SKYLIGHT Skylight over 6' island Use white skylight -VERTICAL- trim painted black UC FRIDGE Beverage Cabinet N'FINITY S Panel -Ready Wine and Beverage Center Item # 237 0148 47 0 DOOR-2 New Entry Door Grooved paneled fiberglass door 42" wide with side glass 12" each with 60" straight aluminum bar inside and outside Westeck Premium Fiberglass MAH-GR3-Ouside Black DC7005 and inside to be painted SW Iron Ore 7069. Aluminum bar 60" tall straight inside and out WE TL-1 Tile Insert WOW Floor Porcelain Tile CHEVRON GRAPHITE MATTE Shape A 4 x 20.5 Shape B 4 x 20.5 Ur! FP-1 Fireplace Gas Heat & Glo Mezzo 48 REV C*** GO ONE SIZE UP IF FRAMING ALLOWS ON CAB-3 Cabinet Match kitchen Flat slab, wood spicies and stain TBD Hu HDW-4 Hardware for cabinet TBD Ow SHELVES Walnut Shelves 3" thich shelves Walnut Natural Stain Hu CNT-1 Walnut Counter To match shelves, at least 1.5" thick Natural Stain Hu ST-3 Deckton F/P Wall Cladding Deckton Radium 0.8cm or 1.2 cm REQUIRES CEMENT BOARD BACKING Ur! NOTE: Please check if the front door can be reframed easily to accommodate a French Door 72" in width (36" x2) JJJJ WD-1 Wood Floor (spec Above) LOCATION This wood should be installed everywhere on the main level and everywhere on the upper level (UL exclude baths) DESCRIPTION Stairs to be wood at treads and risers, and to have bullnose edge at treads RAIL Stairs Rail At Main staircase Modern Horizontal Design Black Metal PAINT Paint Scope ML All walls & Ceiling; UL Hallway walls & ceiling UL NO bedroom no baths WW Windows Enclose the 2 kitchen windows. Repair exterior siding and paint BB Baseboard ML where new one is needed Match Existing and existing paint as well TRIM Door & Window Trim ML where new is needed -INCLUDING AT SLIDER LOCATION- Match Existing and existing paint as well DOOR HDW New Door handle/knobs replace existing with new (TBD) provided by owner Labor only to replace total 20 knobs DOORS Replace 2 doors TBD on site Match Existing and existing paint as well EXTERIOR-1 Exterior Base Trim Rotted Exterior base trim to be repaired, location TBD on site Replace/Repaint XXX Filtration System Entire house Owner will provide filtration system ON 3X5 SKYLIGHT DINING ul CENTERED ABOVE ISLAND J 01 ENLARGED KITCHEN PLAN SCALE: 1/2" = V-0" 4 5 6 7 8 9 10 11 12 13 Kappen Remodel 22317 93rd PI West A Edmonds, WA 98020 i smith 0*0 1904 third avenue suite 409 C Seattle, Washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ D E Consultant Registration RESUB F Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON j - 11/k, ' H Issues and Revisions O FC, '#`7 No. Date Issues — — r__ — 1 01.18.23 PERMIT 2 03.24.23 PERMIT REVISION I I I Z lL W c0 W Z �I I 01 I J Project Name N I I I I II Project Number 2020026.01 Description ENLARGED PLAN Computer File A-101.DWG K Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. 14 15 16 A�l 01 Kappen Remodel 22317 93rd PI West Edmonds, WA 98020 s1aith C 00 1904 third avenue suite 409 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration RESUB Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 Issues and Revisions No. Date Issues 1 01.18.23 PERMIT Project Name Project Number 2020026.01 Description ELEVATIONS Computer File A-300.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A-300 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C E F G J K L 2 3 4 5 CV CV -4 ^I04 �O 00 0 258'' 2 ,11 27' 3627' 60 27 30 27 20' 31 / 01 KITCHEN CASEWORK PLAN SCALE: 1/2" = 1'-0" 7211 _q+---PP BARMINE.48.STEEL 1133D21 M 4�" 2111 27" 45" 03A KITCHEN ISLAND ELEVATIONS SCALE: 1/2" = 1'-0" NO F3 54" 36 17' 3411 2 2 04 FIREPLACE BUILT-IN ELEVATIONS SCALE: 1/2" = 1'-0" 6 7 72" POBSF BDPFT69 PPBSFTx1 CM 411 69" z 2 0313KITCHEN ISLAND ELEVATIONS SCALE: 1/2" = 1'-0" -54"� F3 36 34" 17" 2 2 05 FIREPLACE BUILT-IN ELEVATIONS SCALE: 1/2" = 1'-0" 9 10 _ 0 B41D36 B21D24 BTP018 BD18 D uble Trash llout 36" -24" 18" 18" 9 6'' 03C KITCHEN ISLAND ELEVATIONS SCALE: 1/2" = 1'-0" Ln 00 108' 24" 24" 57" W2420x24L W2420x24R 0 0 02 KITCHEN CASEWORK PLAN SCALE: 1/2" = 1'-0" 0 PPSTFT24104DS36104 TPP01fTF3-120 00 0 O 0 00 BHRD48 BHRD48 48'' 48" 9 6'' 03C KITCHEN ISLAND ELEVATIONS SCALE: 1/2" = 1'-0" Kappen Remodel 22317 93rd PI West A Edmonds, WA 98020 SJUA-th co. 1904 third avenue suite 409 C Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ III L D tys Lower Pantry Pull t Lower ;lves Upper 2 Adj Stul s Upper -36" 181 71 1" JOINT BOOKMATCHED DECKTON 0 I 1I o N 0 I PT-3 �SH-1 PT-3 N 0 I PT-3 �SH-1 PT-3 �SH-1 PT-3 �SH-1 PT-3 �SH-1 �SH-1 ST-2 ST-2 PT-3 �SH-1 PT-3 SH-1 CAB-1 CAB-1 06 FIREPLACE ELEVATION SCALE: 1/2" = 1'-0" 12 13 14 15 E Consultant Registration F Mar 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Architect Registration 6294 G REGISTERED HITECT KE T MITH STA E OF WASHINGTON H No. Date Issues 1 01.18.23 PERMIT J Project Name Project Number 2020026.01 Description ELEVATIONS K Computer File A-300.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, Larrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 16 A�301