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APPROVED BLD2022-0097+Demolition_Plan+1.25.2022_7.48.53_PM+2641506GENERAL NOTES 1. APPLICABLE CODES: 2018 International codes apply LE LAND USE AND ZONING CODES 2018 EATT RESIDENTIAL CODE 2018 S A E ENERGY CODE 2018 SE LE MECHANICAL CODE 2018 SE LE PLUMBING CODE 2018 A E ELECTRICAL CODE 2. WORK CONSISTS OF DEMOLITION OF EXISTING 2 STORY RESIDENCE. NEW CONSTRUCTION OF 2 STORY RESIDENCE WITH ADU BASEMENT. MINOR SITE WORK INCLUDING DRIVABLE LAWN WITH REQUIRED SITE RETAINING WALL. 3. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,AND PROCEDURES. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONSTO COMPLETETHE WORK, OTHERTHANTHE BUILDING PERMIT. 5. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS,TOOLS, CONSTRUCTION EQUIPMENT, MACHINERYAND OTHER FACILITIES AND SERVICES NECESSARY FOR EXECUTION AND COMPLETION OF TH E WO RK. 6. WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, INCLUDING BUT NOT LIMITEDTOTHOSE LISTED ON THE COVER SHEET. 7. CONTRACTOR SHALL RECEIVE AUTHORIZATION FROM OWNERTO USE ANY PARTICULAR PART OFTHE SITE, BUILDING, OR UTILITIES INCLUDING STORAGE, STAGING, PARKING,TRASH, POWERTELEPHONE, WATER,TOILET,AND PROMOTIONAL SIGNS. 8. SMOKING IS NOT PERMITTED ON THE JOB SITE. 9. CHANGES IN THE WORK SHALL BE APPROVED IN WRITING IN ADVANCE BYTHE OWNERAND COPIEDTOTHE DESIGNER. 10. SUBMITTALS SHALL BE PROVIDED IN ATIMELY MANNERTO ALLOW FOR ADEQUATE REVIEW AND REVISION PRIORTO ORDERING AND FABRICATION. 11. REQUESTS FOR INFORMATION SHALL BE DIRECTEDTOTHE DESIGNER. CONTRACTOR SHALL NOTIFYTHE DESIGNER IF CLARIFICATION WILL CAUSETHE CONTRACT BUDGET ORTIMELINETO CHANGE PRIORTO PROCEEDING. 12. CONTRACTOR SHALL ENSURETHE STRUCTURAL STABILITY OFTHE BUILDING ANDTHE SAFETY FOR ALLWHO ENTERTHE BUILDING DURING CONSTRUCTION BY PROVIDING SHORING, BRACING, BARRICADING,TEMPORARY LIGHTING,WARNING SIGNS, FIRE PROTECTION,AND OTHER NECESSARY MEANS. 13. PROVIDE NEW, UNDAMAGED PRODUCTS PERTHE DRAWINGS EXCEPT AS APPROVED BYTHE ARCHITECT OR WHERE "REUSED'' OR "SALVAGED'' ITEMS ARE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND COMPATIBILITY OF ALL PRODUCTS. INSTALL PRODUCTS PERTHE MANUFACTURER'S GUIDELINES AND SPECIFICATIONS. 14. THE PROJECT SITE WILL BE OCCUPIED BY HOMEOWNER DURING CONSTRUCTION 15. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND APPLICABLE CODES PRIORTO PROCEEDING WITH WORK. 16. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH WORK. THE FOLLOWING DIMENSIONS ARETYPICAL: (A) AT CONCRETETO FACE OFWALL (B) AT EXTERIOR FRAMED WALLSTO FACE OF FRAMING (EXCLUDING SHEATHING) (C) AT INTERIOR FRAMED WALLSTO FACE OF FRAMING (D) TO TOP OF SLAB,TOP OF FLOOR SHEATHING, ORTOP OF PLATE ATVERTICAL BUILDING SECTIONS. 17. USE CALCULATED DIMENSIONS ONLY. NOTIFY DESIGNER IMMEDIATELY IF CONFLICTS EXIST. ALL DIMENSIONS ARETO FACE OF STUD OR FACE OF NEW CONCRETE IN NEW CONSTRUCTION UNLESS NOTED OTHERWISE. DO NOT SCALE DIMENSIONS FROM DRAWINGS. 18. CONTRACTOR SHALLVERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS PRIORTO PROCEEDING WITH WORK AND NOTIFYTHE DESIGNER OF ANY DISCREPANCY INTHE DRAWINGS. 19. VERIFYALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED INTHE CONTRACT AND BY OTHERS. 20. CONTRACTOR SHALLVERIFY SITE CONDITIONS, LOCATIONS,AND DISPOSITION OF UTILITIES AND EASEMENTS. CAP MARK AND PROTECT UTILITIES AS NECESSARYTO COMPLETE THE WORK. 21. CONTRACTOR SHALL LEAVE SITE AND HOUSE IN SIMILAR OR BETTER CONDITION THAN BEFORE CONSTRUCTION. REMOVE ALL DUST, PAINT SPOTS,TRASH,AND DEBRIS FROM CONSTRUCTION ACTIVITIES. 22. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP SHALL BE ONE (I) YEAR FROM DATE OF COMPLETION UNLESS NOTED OTHERWISE. 23. CONTRACTOR IS RESPONSIBLE FORTHE WATERTIGHTNESS OF ALL DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED ONTHE DRAWINGS OR NOT. PENETRATIONS THROUGH THE FLOORAND CEILING SHALL BE CAULKED AND SEALED. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHEDTO MAKETHEM WATERPROOF. 24. CONTRACTOR SHALL RECONNECT EXISTING AND NEW DOWNSPOUTS, GUIDETHE WATERTO NEW CATCH BASIN PER CSC ANDTIGHTLINE FOUNDATION DRAINSTO CATCH BASIN. TESTTHAT SYSTEMS WORK UPON FINAL COMPLETION. 25. CONTRACTOR SHALL SUBMITTOTHE ARCHITECTTWO (2) COPIES OF PROJECT DATA, SHOP DRAWINGS, FIXTURE CATALOG CUTS, AND FINISHED SAMPLES PERTHE SPECIFICATIONS. ALLOW SEVEN (7) CALENDAR DAYS FORTHE ARCHITECTTO REVIEW. ONE COPY WILL BE RETURNEDTOTHE CONTRACTOR UPON APPROVAL. 26. DO NOT SIGNIFICANTLY MODIFYTHEWORK SHOWN EXCEPTWITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. 27. THE DRAWINGS ARETHE EXCLUSIVE PROPERTY OFTHE DESIGNER AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OFTHE DESIGNER. AUTHORIZED REPRODUCTIONS MUST BEARTHE NAME OFTHE DESIGNER. 28. GYPSUM WALLBOARD SHALL BE Y27HICK UNLESS NOTED OTHERWISE WATER-RESISTANT WALLBOARD SHALL BE USED AT WET LOCATIONS. USE CEMENT BACKER BOARD AT LOCATIONS SCHEDULED TO RECEIVE TILE OR OTHER RIGID MATERIAL. 29. WOOD IN DIRECT CONTACT WITH EARTH OR MASONRY SHALL BE PRESSURE TREATED. PROVIDE 8" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 30. EXTERIOR DECKING AND GUARDRAILS SHALL BE CONSTRUCTED OF PRESSURETREATED OR DECAY RESISTANTWOOD. 31. CONTRACTOR SHALL PROVIDE RENTALTOILET FACILITY FORTHE DURATION OFTHE PROJECT OB SITE SAFETY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL AREAS OF CONSTRUCTIONTO PREVENT DAMAGE,VANDALISM,AND THEFT DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE AT NO ADDITIONAL COST TO OWNER. 2. CONTRACTOR SHALL MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OFWASTE, DEBRIS,AND RUBBISH CAUSED BY OPERATIONS. 3. THE DSIGNER HAS NOT BEEN RETAINED OR COMPENSATEDTO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATINGTOTHE CONTRACTOR'S SAFETY PRECAUTIONS. 4. PERIODIC SITEVISITS PERFORMED BYTHE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS. MECHANICAUENERGY NOTES I . OPENINGS INTHE ENVELOPE SHALL BE SEALED, GASKETED, OR WEATHER-STRIPPED WHERE INFILTRATION MAY BE POSSIBLE INCLUDING: EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES; OPENINGS BETWEEN WALLS, ROOFAND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICESTHROUGH WALLS, FLOORS AND ROOF;ALL OTHER SIMILAR OPENINGS INTHE ENVELOPE. 2. ALL EXTERIOR DOORS AND EXTERIORWINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROMTHE BUILDING ENVELOPE. 3. SEAL ALLTEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. 4. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: ROOF (ATTIC) R-49 (I " CLEARVENT SPACE) ROOF (VAULTED) R-38 (I " CLEARVENT SPACE) ABOVE GRADE WALL R-21 BELOW GRADE WALL R-21 (INTERIOR) BELOW GRADE WALL R-10 (EXTERIOR) FLOOR ABOVE UNHEATED SPACE R-30 FLOOR ABOVE HEATED SPACE R-38 SLAB ON GRADE R-10 (UNDER ENTIRE SLAB PER OPTION I A) 5. SYSTEM SHALL BE EQUIPPEDWITH AWHOLE HOUSE VENTILATION SYSTEM CAPABLE OF PROVIDING AT LEAST .35 AIR CHANGES PER HOUR, BUT NOT LESSTHAN 15 CUBIC FEET PER MINUTE PER BEDROOM. SYSTEM SHALL SUPPLY OUTSIDE AIRTO HABITABLE ROOMSTHROUGH THE FORCED AIR SYSTEM. SYSTEM SHALL BE CONSTRUCTEDTO HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL ON ATIMER. AT FINAL INSPECTIONTIMER SHALL BE SETTO OPERATETHEWHOLE HOUSE FAN FORA MINIMUM OF EIGHT HOURS DAY. SOURCE SPECIFIC FAN IS BEING USED FORVENTILATION IN EACH BATHROOM AND OR LAUNDRY ROOM. 5. MINIMUM OF 75% OF ALL NEW INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINAIRES. ALL NEW EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 7. AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES PER HOUR AND SHALL BETESTED AS SUCH.AWRITTEN REPORT OFTHETEST RESULTS SHALL BE SIGNED BYTHETESTING PARTY AND PROVIDEDTOTHE BUILDING INSPECTOR PRIORTO CALL FOR FINAL INSPECTION. VENTILATION NOTES 1. ALL WORK SHALL COMPLY WITH THE WASHINGTON STATE VENTILATION AND INDOORAIR QUALITY CODE. 2. INTERIOR DOORS SHALL BE UNDERCUTTOA MINIMUM OF 1/2"ABOVE THE FINISHED FLOOR. 3. USE 90 CUBIC FEET PER MINUTE (CFM) MINIMUM FAN IN BATHROOM AND 110 CFM MIN FAN IN LAUNDRY AND KITCHEN OVER RANGE. 4. EXHAUST FANS SHALL HAVE ATIGHT FITTING BACK DRAFT DAMPER. 5. EXHAUST DUCTS SHALL BE UL 181 LISTED "DUCT". TERMINATE A MINIMUM OF 36"AWAY FROM ALL OPENINGS AND PROVIDE R-4 MINIMUM INSULATION VALUE IN UNCONDITIONED SPACES. SAFETYAND SECURITY NOTES I. STAIRWAY SHALL MEETTHE FOLLOWING REQUIREMENTS: STAIRWIDTH 36" MINIMUM TREAD DEPTH 10" MINIMUM WINDING STAIRTREAD MIN 10" TREAD AT 12" FROM NARROWEST POINT & MINIMUM 6"TREAD AT NARROWEST POINT RISER HEIGHT 7.75" MAXIMUM HEADROOM G-8" MINIMUM HANDRAIL HEIGHT 34"TO 38" FROM FINISHED NOSINGTOTOP OF HANDRAIL HANDRAIL GRASP 1-1 /4" MINIMUM TO 2" MAXIMUM HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGUREDTO PROHIBIT PASSING A 4" DIAMETER SPHERETHROUGH ANY OPENING. PROVIDE CONTINUOUS HANDRAIL AND RETURN ENDSTO WALL ORTERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. 2. GUARDRAIL SHALL BE A MINIMUM OF 36"ABOVE THE FINISH FLOOR WHERETHE DROP IS 30" OR MORE. 3. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGUREDTO PROHIBIT PASSING A 4" DIAMETER SPHERETHROUGH ANY OPENING. A. GUARD IN -FILL COMPONENTS (ALLTHOSE EXCEPTTHE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUALTO I SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. B. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF +THE SAFETY FACTOR SHALL BE APPLIED TO EACH OFTHE CONCENTRATED LOADS APPLIEDTOTHETOP OFTHE RAIL, ANDTOTHE LOAD ONTHE IN -FILL COMPONENTS.THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE ASSUMED NOTTO OCCUR WITH ANY OTHER LIVE LOAD. 4. DEADBOLTSWITHA MINIMUMTHROW OF 1/2"ANDAVIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS. 5. ALL LOCKS SHALL BE OPERABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT, OR A KEY FROM THE INTERIOR. 6. WINDOWS WITHIN 10' OF GRADE SHALL BE CAPABLE OF BEING LOCKED. GLAZING NOTES I. GLAZING SHALL BE DOUBLE -PANED INSULATED GLASS OR BETTER UNLESS OTHERWISE NOTED. 2. WINDOW GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .28. GLAZED EXTERIOR DOORS SHALL HAVE A MAXIMUM U-FACTOR OF .20. 3. ALL GLAZING WITHIN 18" OF FLOORS SHALL BETEMPERED SAFETY GLASS. GLAZED OPERABLE DOORS, SHOWER DOORS, AND BATHTUB/HOTTUB/SAUNA ENCLOSURES WITH BOTTOM EDGE LESS THAN 60''ABOVETHE FLOOR DRAIN SHALL BETEMPERED SAFETY GLASS. FIRE PROTECTION NOTES I. SMOKE DETECTORS SHALL BE LOCATED PERTHE DRAWINGS. 2. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2X NOMINAL LUMBERAND IS REQUIRED INTHE FOLLOWING PLACES: CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS; AT 10' INTERVALS ALONG THE LENGTH OFTHE WALL; INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES LIKE SOFFITS; CONCEALED SPACES BETWEEN STAIR STRINGERS ATTOP AND BOTTOM OFTHE RUN. 3. ROCKWOOL SHALL BE INSTALLED AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, OR SIMILAR. 4. EMERGENCY EGRESS WINDOWS SHALL MEETTHE FOLLOWING REQUIREMENTS: CLEAR OPEN WIDTH 20'' MINIMUM CLEAR OPEN HEIGHT 24'' MINIMUM CLEAR OPEN AREA 5.7 SF MINIMUM SILL HEIGHT 42'' MAXIMUM 5. WINDOW WELLS REQUIRE TX T MINIMUM AND MUST PERMIT WINDOWTO FULLY OPEN. 44" MAXIMUM DEPTH REQUIRED FROM BOTTOM TO TOP OF WINDOW WELL AT EXTERIOR. 6. PROVIDE 110 VOLT SMOKE DETECTORS WITH BATTERY BACKUP AND INTERCONNECTED ATTHE FOLLOWING LOCATIONS: ONE PER SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOM, AND ONE IN EACH ADDITIONAL STORY OF DWELLING, INCLUDING BASEMENT. 7. CARBON MONOXIDE ALARMS. R315.1 CARBON MONOXIDE ALARMS: AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA INTHE IMMEDIATE VICINITY OFTHE BEDROOM IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITSTHAT HAVE ATTACHED GARAGES. 8. WATER HEATERS SHALL BE SECUREDTO FRAMING WITH TWO (2) GALVANIZED SEISMIC STRAPS. 9. WATER HEATER PRESSURE RELEASEVALVES SHALL BE PLUMBEDTO EXTERIOR. 10. ALL GAS BURNING APPLIANCES SHALL HAVE PILOT LIGHTS AND BURNERS MORETHAN 18''ABOVETHE FINISHED FLOOR. 1 I . AN ESCAPE WINDOW IS REQUIRED FROM ALL BASEMENTS WITH HABITABLE SPACES. 12. PROVIDE 1 /2"TYPE "X" GYPSUM WALLBOARD AT ALL ACCESSIBLE SPACES BENEATH STAIRS. INSULATION NOTES I. HEATED BUILDING ENVELOPES SHALL CONFORM TO THE 2015 WASHINGTON STATE ENERGY CODE. 2. FACED BATT INSULATION SHALL BE STAPLED AT FACE.3. PROVIDE 4 MILLIMETER INTERIORVAPOR RETARDER ORAPPROVED POLYVINYL ACETATE (PVA) PAINT. 3. PROVIDE EXTERIOR MOISTURE BARRIER MEMBRANE (TYVEK OR EQUAL) OVER EXTERIOR SHEETING. 4. INSULATION SHALL NOT BE COMPRESSED. 5. NON -RECIRCULATION HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACE SHALL BE INSULATEDTO R-3 MINIMUM. STAGING NOTES I. PROTECT EXISTING LANDSCAPING ON PROJECT SITE FOR DURATION OF CONSTRUCTION. WALK SITE WITH THE OWNER PRIORTO EXCAVATION AND DEMOLITION TO IDENTIFY AND ROPE OFF PRECIOUS PLANTS FOR DURATION OF PROJECT. EXCAVATION NOTES 1. PRIORTO ANY WORK, STAKE EXCAVATION BOUNDARY AND ACCESS PATH PERTHE OWNER'S APPROVAL. 2. ANY DAMAGE CAUSED BY DISTURBANCE BEYOND STAKED BOUNDARY SHALL BE REPAIRED AT CONTRACTOR'S SOLE EXPENSE. 3. IF SUBSURFACE WATER IS ENCOUNTERED AT ANY POINT, CONTACT THE OWNER AND GEOTECHNICAL ENGINEER FOR RECOMMENDATIONS BEFORE PROCEEDING. 4. CONTACTTHE CITY'S PERMIT OFFICE PRIORTOTHE START OFTHE FIRST DAY'S EXCAVATION OR GRADING WORK FOR APPROVALTO COMMENCE WORK. 5. PRIORTO EXCAVATION, INSTALL SILT FENCING AND CATCH BASIN COVERSTO PROTECT EXISTING STORMWATER CONVEYANCE FROM SOIL PARTICLES. 6. CONTINUALLY MAINTAIN PROTECTIVE COVER OVER CUT SLOPES AND SOIL PILESTO PREVENTWIND AND RAIN EROSION. 7. SLOPE OF EXCAVATIONS GREATERTHAN 2' DEEP SHALL NOT EXCEED 1: 1, HORIZONTAL:VERTICAL. 8. EXCAVATETO NECESSARY DEPTHS ONLY SUCH THAT CONCRETE FOOTINGS WILL BEAR ON COMPETENT BEARING SOIL. 9. RESERVE SUFFICIENT SOIL ON SITE FOR BACKFILL OR GRADING, PROVIDING MATERIAL IS APPROVED AS SUITABLE. 10. EXPORT UNWANTED MATERIALTO APPROVED DISPOSAL SITES. VICINITY MAP "germ Restaurant & Bar T- \ Maplewood Rockq Puget Or \ Puget o_>f & Gem Club sea Melaay n Edmonds0 a Elementary School D 2 _ THioaler to = Edmonds Food Bank Z Gaspers St Q Maplewood P Cooper 4 Vista PI - Brackett's THE BOWL ' i01 Landing OF EDMONDS Z 0 20 Shoreline e = carol way m QS Sanctuary... E Glen St �. Glen S, - Glen SI < prSt SW i 2�1 B ar ckett's Daley St Landing North •315 8th Ave N, Edmonds, WA 98020 205th PI SW (' g Hummingbird )� P's, - Hill Park a EdmondsFerryTerminal Sells, aeaSt �\ aell1, D Z Edmonds Main St Main St 9 W Dayton St Dayton St M""Way Edmonds Maple St D y D m w N Maple St Yost Pbol Q F - Caffe Ladro E Wai Alder St naeC ut Street Coffee e "" Alder S, alder S, , Yost-Par/k Walnut St „yRd Edmonds Shelleberger HnnyDr P Bo �. N Marsh Creak- - \ Cedar St spruces, n ``"aornK,ay f1 E y onds > I ' D D n Crt Park m Hemlock Way w Hemlock St PROJECTTEAM OWNER - SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 T: 206.8 19.8 158 E: sehdunn@gmail.com DESIGNER - WAKEdesign, LLC MAGGIE HANNA 1752 NW MARKET ST., BOX #203 SEATTLE,WA 98107 T: 661.202.9743 E: Maggie.wakedesign@gmail.com PROIECT INFORMATION ADDRESS - OWNER - PAECEL NUMBER - BLOCK & PLAT - LEGAL DESCRIPTION - ZONE - BUILDING INFORMATION 315 8TH AVE N EDMONDS,WA 98020 SUSAN DUNN 00434208501600 85 & 16-20 CITY OF EDMONDS BILK 085 D-00- LOTS 16 TH RU 20 TGW N 1 /2 VAC ALLEY ABTG SD LOTS 16THU 20 PER ORD 2994 REC AF NO 9502030240 RS-6 OCCUPANCY CONSTRUCTION ZONING EXISTING BASEMENT FLOOR (HEATED) EXISTING MAIN FLOOR (HEATED) PROPOSED MAIN FLOOR GARAGE (UNHEATED) TOTAL PROPOSED CONDITIONED SPACE TOTAL PROPOSED AREA LOT AREA COVERAGE LOT AREA - ALLOWABLE LOT COVERAGE - 16,905 x .35 = LOT COVERAGE (EXISTING) - HOUSE CARPORT EAVES > 30" DECK TOTAL LOT COVERAGE SINGLE FAMILY VB RS-6 1,334 SF 1,383 SF 548 SF 2,717 SF 3,265 SF 16,905 SF 5,916.75 SF 1,500 SF 495 SF 250 SF - 317 SF 1,928 SF 1.The construction project involves demolition of a significant portion of the existing structure. Please be aware that structures that are demolished to the level that meets or exceeds 75% of the replacement cost of the structure will not be allowed by city code to be rebuilt except to full -on standards for new construction. Reference Edmonds Community Development Code section 19.00.045. ---------------------------------------------------------- Demo permit only t t City Of Edmonds Building Department Work DEMO -INTERIOR AND COVERED PATIO Address 315 8TH AVE N Owner DUNN Approved Date 02/02/2022 Building Official Erl.Ci C%t' Permit Number BLD2022-0097 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVE WAKEdesign, LLC Maggie Hanna 1752 NW Market St, #203 Seattle, WA 98107 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 2021, WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-1.0 DEMOLITION BASEMENT PLAN A-1.1 DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING - BASEMENT ... A-3.1 ELECTRICAULIGHTING - MAIN & UP... A-4.0 WINDOW / DOOR SCHEDULE & BUI... SILO GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: COVER SHEET ISSUED: 1 /21 /22 SHEET NUMBER: CVR DO STAMP RECEIVED 1/28/2022 CITY OF EDMONDS PLANS MUSTE SERVICESLOPMENT DE ARTMENT ON JOB SiTt I I II DASHED LINE INDICATES AREA OF DEMOLITION I I I II ` 5' SIDE SETBACK I ` I I I I I I I I I I EAVE > 30" _ 107sgft I II I I I I I I I I I I I I II I I I I II I --- ----- -- SPRAGUE ST. LOCATION OF EXISTING HOUSE AND NEIGHBOR'S PROPERTY LOCATIONS ARE ESTIMATED AND BASE OFF OF SNOHOMISH COUNTY & CITY OF EDMONDS GIS DATA I" `J I I I I I I I I PROJECT INFORMATION ADDRESS - OWNER - PAECEL NUMBER - BLOCK & PLAT - LEGAL DESCRIPTION - ZONE - LOT AREA COVERAGE LOT AREA - 315 8TH AVE N EDMONDS,WA 98020 SUSAN DUNN 00434208501600 CITY OF EDMONDS BILK 085 D-00- LOTS 16 TH RU 20 TGW N 1 /2 VAC ALLEY ABTG SD LOTS 16THU 20 PER ORD 2994 RECAF NO 9502030240 RS-6 ALLOWABLE LOT COVERAGE - 16,905 x .35 = LOT COVERAGE (EXISTING) - HOUSE CARPORT EAVES > 30" DECK TOTAL LOT COVERAGE PROPOSED SITE PLAN NOTES 16,905 SF 5,916.75 SF 1,500 SF 495 SF 250 SF - 317 SF 1,928 SF 1. FOUNDATION WALL HEIGHTTO BE 8" ABOVE ADJACENT FINISHED GRADE UNLESS OTHERWISE NOTED 2. NEW ROOF WATER MUST BE COLLECTED TO DOWNSPOUTS AND TIGHT LINED INTO STORMWATER DRAIN LINE. 3. SITE DESIGNATED AS DISTURBED WILL BE AMENDED WITH A MINIMUM OF 2 INCHES OF COMPOST AND BE LOOSENED SO ITWILL PROBETO A DEPTH OF 12 INCHES PRIORTO SITE FINAL INSPECTION. ROUGH GRADING NOTES 1. EXISTING GRADE SHALL REMAIN AS FINISHED GRADE AROUND HOUSE. 2. SLOPE FINISHED GRADE AWAY FROM STRUCTURE OF GARAGE AT ENTIRE PERIMETER. STORM DRAINAGE NOTES I. AT NEW ROOF INSTALL GUTTERAND CONNECTTO EXISTING OR NEW DOWNSPOUTS. CONFIRM STORM DRAIN LINES AND FOOTING DRAIN THAT EXIST (OR NEWLY INSTALLED) ARETIGHT LINEDTO SANITARY SEWER AT STREET WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98107 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 2021, WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-1.0 DEMOLITION BASEMENT PLAN A-1.1 DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING - BASEMENT ... A-3.1 ELECTRICAULIGHTING - MAIN & UP... A-4.0 WINDOW / DOOR SCHEDULE & BUI... SILO GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: SITE PLAN ISSUED: I /21 /22 SHEET NUMBER: A-0, DO STAMP RECEIVED 1/28/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a SITE PLAN SCALE: I" = 10' J FLOOR PLAN LEGEND DEMOLISH WALL EXISTING WALLTO BE DEMOLISHED EXISTING WALL EXISTING WALLTO REMAIN EXISTING RETAINING WAL REMOVE (EX) WOOL BURNING FIREPLACI N DEMO BASEMENT FLOOR PLAN SCALE: 1 /4" = 1 '-01, RELOCATE BREAKER BOX TO BASEMENT SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98107 p: 661.202.9743 e: maggie.wakedesignggmail.com © Copyright 2021, WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-1.0 DEMOLITION BASEMENT PLAN A-1.1 DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING - BASEMENT ... A-3.1 ELECTRICAULIGHTING - MAIN & UP... A-4.0 WINDOW / DOOR SCHEDULE & BUI... S 1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: DEMOLITION BASEMENT PLAN ISSUED: 1 /21 /22 SHEET NUMBER: A-I.0 DO STAMP RECEIVED 1/28/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN LEGEND DEMOLISH WALL EXISTING WALLTO BE DEMOLISHED 0 EXISTING WALL EXISTING WALLTO REMAIN ----------------------------- \ PROPOSED SEE STRUC7 RI I NOR HAP \\ \\\\ \ g�po D�� �M�SN \\\\\ \\�P�HRO o`\sH \\ \ \ OW RELOCATE BREAKER BOX r TO BASEMENT SM WAKEdesign, LLC Maggie Hanna 752 NW Market St, #203 Seattle, WA 98107 p: 661.202.9743 e: maggie.wakedesign aagmail.com © Copyright 2021, WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-1.0 DEMOLITION BASEMENT PLAN A-1.1 DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING - BASEMENT ... A-3.1 ELECTRICAULIGHTING - MAIN & UP... A-4.0 WINDOW / DOOR SCHEDULE & BUI... S 1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: DEMOLITION MAIN FLOOR PLAN ISSUED: 1 /21 /22 SHEET NUMBER: A - I , I DO STAMP RECEIVED 1/28/2022 N DEMO MAIN FLOOR PLAN (V SCALE:I/4" = I'-0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT