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APPROVED BLD ENG PLN FIR BLD RESUB 2-BLD2024-0257+Architectural_Plan+9.6.2024_6.27.26_PM+4486168APPROVED BY PLANNING GENERAL NOTES GENERAL NOTES INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, 9. FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING PLACES: BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT G) 1. ALL WORK TO COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE WITH JURISDICTION U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF INTERVALS ALONG THE LENGTH OF THE WALL. Oct 01 2P 24 FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING - AMENDMENTS WHERE APPLICABLE. ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN DATUM POINT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES (I.E.Soffits) @ ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE SMH RIM - 115.39' 3 2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF PRECEDENCE OVER ALL DRAWINGS, NOTES AND SPECIFICATIONS. HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. RUN. .__. 3. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF 17. HOUSE TO MEET WASHINGTON STATE ENERGY CODE REQUIREMENT OF 7.0 CREDITS FOR g• ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC. INTERIOR COLUMNS UNLESS NOTED OTHERWISE. MEDIUM SIZE HOUSE THE FOLLOWING OPTIONS: FUEL NORMALIZATION FOR HEATING SYSTEM BASED ON USE OF A HEAT PUMP 10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: 4. THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL AND (1.0 CREDIT) CLEAR OPEN WIDTH 20" (Minimum) PLUMBING. OPTION 1.3 EFFICIENT BUILDING ENVELOPE - U 0.28 WINDOWS / R-38 FLOORS OR CLEAR OPEN HEIGHT 24" (Minimum) R 10 FULLY INSULATED SLAB. OR 5% REDUCTION IN UA CLEAR OPEN AREA 5.7 s.f. (Minimum) RS-12 5. ALL DEMOLITION MATERIAL TO BE HANDLED AND DISPOSED OF IN A MANNER COMPLIANT (0.5 CREDITS) SILL HEIGHT 44" (Maximum) Zone Corner WITH THE KING COUNTY CODES AND REGULATION. OPTION 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R403.3.7. 11. PREFABRICATED FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND Setbacks: Required SITE WORK (1.0 CREDITS) SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. OPTION 5.4 WATER HEATING SYSTEM SHALL INCLUDE AN ELECTRIC HEAT PUMP 1. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED 12. APPLIANCE GENERATING A GLOW, A SPARK, OR FLAME MAY BE INSTALLED IN THE Front 25' RUN OFF OF MATERIAL TO ADJACENT PROPERTIES. WATER HEATING SPEC IFICATION(1.5 CREDITS) GARAGE PROVIDED THE HEATING ELEMENTS AND SWITCHES ARE 18" ABOVE THE FLOOR. OPTION 6.1 FOR EACH 1200 KWH OF ELECTRICAL GENERATION PER HOUSING UNIT 10, 2 THE NON HIS PLAN (ESC) SHOWN EROTRUCTEDI PROVIDED ANNUALLY BY ON -SITE SITE WIND OR SOLAR EQUIPMENT A0 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. (3.0 CREDITS) 13. GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL (CONCRETE). Sides N CONJUNTATION TIONCON WITROL BE CLEARING AND ES, AND IN SUCH A MANNER AS TO ENSURE THA SEDIMENT AND SEDIMENT LADEN WATER DO NOT OPTION 7.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN SAFETY AND SECURITY 25' ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY THE DWELLING UNIT AND SHALL ME THE FOLLOWING STANDARDS: Rear STANDARDS. DISHWASHER ENERGY STAR RATED - REFRIGERATOR (IF PROVIDED) ENERGY STAR RATED 1. DEADBOLTS WITH A MINIMUM THROW OF 1/2" AND A VIEWPORT ARE REQUIRED AT ALL 3. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR WASHING MACHINE ENERGY STAR RATED EXTERIOR DOORS. Other ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC DRYER ENERGY STAR RATED, - FACILITIES SHALL BE UPGRADED AS NEEDED / OR UNEXPECTED STORM EVENTS AND TO VENTLESS DRYER WITH MINIMUM CEF RATING OF 5.2 (0.5 CREDITS) 2. DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS. 25' ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. Height VENTILATION NOTES 3. ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. - 4. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CON RACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 1. ALL WORK TO COMPLY WITH THE 2018 IRC 4. WINDOWS WITHIN 10'-0" OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING DEVICES Flag T_ 0 Actual 35' 10" 10,1 "/ 10, 25' 2 Datum Added �I 0 N 1 21.95' 5. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 2. SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER 5. STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS: Per 17.115.040, ne EV Ready Parking required. Spac i&\ �. MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM CLOSETS AND LAUNDRY FACILITIES. VENTILATION CAPACITY SHALL BE AT LEAST 50 OCCUPANCIES LESS THAN 10 EVENT. C.F.M. FOR BATHROOMS AND LAUNDRY ROOMS (Intermittent use) AND 100 C.F.M. FOR I KITCHENS (Intermittent use). DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND 6. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. STAIR WIDTH 36" (MINIMUM) c; WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE TREAD WIDTH 10" (MINIMUM), 6" MINIMUM FOR WINDERS C) CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT 3. WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF .35 AIR EXCHANGES PER RISER HEIGHT 7 3/4" (MAXIMUM) LADEN WATER INTO THE DOWNSTREAM SYSTEM. HOUR BUT NO MORE THAN .50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING HEADROOM 80" (MINIMUM) CONDITIONS. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. FAN SHALL HANDRAIL HEIGHT 34" TO 38" ABOVE NOSING W W HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. : _ 7. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING HANDRAIL GRASP 1 1/4 (MIN) TO 2 (MAX) SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. 4. DUCT WORK SHALL CONFORM TO TABLE 3 3 OF THE'WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE.' 6. HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 8. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR 4" DIAMETER SPHERE THROUGH ANY OPENING. NO MORE THAN 2 DAYS FROM OCTOBER 1 HROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 5. DUCT WORK SHALL BE INSULATED TO A MINIMUM OF R-4. 7. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR. __F W - ENERGY NOTES 6. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH 150 SQUARE FEET OF CRAWLSPACE AREA. PLACE OPENINGS AS NEAR AS TO CORNERS AS 8 GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A G PRACTICABLE AND SHALL PROVIDE CROSS VENTILATION. DIAMETER SPHERE THROUGH ANY OPENING. 1. ALL WORK TO COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE WITH Z JURISDICTION AMENDMENTS WHERE APPLICABLE. 7. ALL CRAWLSPACE VENTS TO BE PROVIDED WITH 1/4"NON CORROSIVE WIRE MESH. 9. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. Cn 2. HEATING UNIT(S) TO MAINTAIN 70 DEGREES FAHRENHEIT AT 36" ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS 23 DEGREES FAHRENHEIT, OR CURRENT REQUIREMENTS. g PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EVERY 150 SQUARE FEET OF ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH MINIMUM AIR SPACE 10. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ABOVE INSULATION FOR CROSS VENTILATION. ILLUMINATE THE STAIRS PERIRC SECTION R303.7 3. PROVIDE NIGHT SETBACK THERMOSTAT. 9ALL ATTIC VENTS TO BE PROVIDED WITH 1/4" NON CORROSIVE WIRE MESH OR APPROVED 11. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR 4. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND . SOFFIT VENTS OPENING OF 5.7 SQUARE FEET. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A FLASHING WHERE INFILTRATION MAY BE POSSIBLE. . MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. IRC SECTION R310.1.2: THE MINIMUM NET CLEAR OPENING 5. SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. 10 ID . PROVIDE FOR CONDITIONED UNDERFLOOR CRAWL SPACE, INCLUDING R QO RIGID UNDER WIDTH SHALL BE 20 INCHES. IRC SECTION R310.1.3: EMERGENCY ESCAPE AND RESCUE INSULATION AT PERIMETER TION WALLS, RIM JOISTS, AND SILLS, WITH MIL OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE VISQUEEN VAPOR BARRIER - ALL EDGES TAPED AND SEALED. PROVIDE 1CFM KEYS, TOOLS OR SPECIAL KNOWLEDGE.IRC SECTION R310.1.4 6. SHOWER FLOW CONTROL LIMITED TO 2.5 GALLONS PER MINUTE, OR CURRENT CONDITIONED AIR PER 50sf OF FLOOR AREA TO CONDITIONED CRAWL SPACE. Note AddecPF REQUIREMENTS." GLAZING NOTES 11. ALL HVAC DUCTING TO BE LOCATED WITHIN INSULATED ENVELOPE OF THE BUILDING. W 7. ALL CRAWLSPACES TO HAVE A MINIMUM OF 6 MIL BLACK VAPOR BARRIER GROUND COVER EXTENDED OVER THE TOP OF THE FOOTINGS. LAP ALL JOINTS 12" MINIMUM. �,�r��_ * -���r�•t,.�,..�� <� -? ��� �o�r�-%; ;!,! 12. PROVIDE DOCUMENTATION OF APPLIANCES AND ENERGY STAR RATINGS FOR ALL > 1. ALL GLAZING TO BE (2) PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE. PROPOSED APPLIANCES. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE 8. FIREPLACE(S) SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITH A INSTALLED AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT °� 2. SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS. MINIMUM OF 6 SQUARE INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY. d` CAPS ARE NOT PERMITTED TO BE INSTALLED IN THE DWELLING UNIT. ° ' '''` ° ' '"' ' ' `�'' 1 Note Ad�ci"' ` -' ' �' 'r'' -' "" `' ""'� '' `�' 3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR 9. METAL DUCTS INSTALLED OUTSIDE OF CONDITIONED SPACE SHALL BE WRAPP D ITH TEMPERED GLASS. AVERAGE GRADE LEVEL (AGL) CALC R-8 INSULATION PER 2018 WASHINGTON STATE ENERGY CODE. ELEVATION FIRE PROTECTION 4. ALL WINDOWS TO HAVE A U VALUE OF .28 OR BETTER.. A 120.7 10. DUCTS TO BE TESTED FOR LEAKAGE PER RS-33 USING THE MAXIMUM DUCT LEAKAGE B 123.4 RATES SPECIFIED IN SECTION 503.10.3. 1. BUILDING TO BE COVERED WITH FULL 13R SPRINKLER SYSTEM. 5. ALL EXTERIOR DOORS TO HAVE A U-VALUE OF 2.0 OR BETTER C 123.1 10. SERVICE WATER PIPES LESS THAN 2" IN DIAMETER SHALL BE WRAPPED WITH 1" MINIMUM 2. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS MOISTURE PROTECTION D 120.3 U) LAYER OF INSULATION PER'2018 WASHINGTON STATE ENERGY CODE' TABLE 5-12. THAN THE FOLLOWING: TOTAL 487.5 1. PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND FRAMING. 487.5/4 11. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: NOT LESS THAN (1) LAYER OF 1/2" GYPSUM WALLBOARD APPLIED TO ALL GARAGE AVG GRADE 121.875' WALLS. NOT LESS THAN (1) LAYER OF 5/8" TYPE "X" GYPSUM WALLBOARD AT 2. PROVIDE A MINIMUM OF 12" CLEAR BETWEEN WOOD GIRDERS AND EARTH. CEILING R-49 (1" clear vent space) CEILINGS. ABOVE GRADE WALL R-21 3. PROVIDE A MINIMUM OF 18" CLEAR BETWEEN WOOD JOISTS AND EARTH. FLOOR R-38 1-3/8" MINIMUM THICK, SOLID CORE, OR HONEYCOMB CORE STEEL DOOR, OR A SLAB ON GRADE R-10 20-MIN. FIRE -RATED DOOR. 4.,, PROVIDE A MINIMUM 8" CLEAR BETWEEN WOOD POSTS AND EARTH. INCH(ES) 7 CHANNEL 12. VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE, AND HAVE NO "U" 5> PA,QgL[LE A MINIMUM 9F 1rG TabFNUVEEN WOOD POSTS AND CONCRETE FLOORS. INSULATION. � OPENINGS INTO THE GROUP OCCUPANCY. 6.1 ClAkA VING FH( HLY. 13. ENERGY PERFORMANCE FOR ALL WINDOWS TO MEET OR EXCEED .28 U VALUV Value `� te�Rd SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL PERPENDICULAR Q� ROUND OR DIAMETER ,.-ice �� -<�� • .�� .✓--�� ��. MEMBERS SUPPORTING THE FIRE SEPARATION. ..® 7. FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE 14. BUILDING ENVELOPE TO BE TESTED FOR LEAKAGE VIA "BLOWER DOOR" TEST. INDUSTRY STANDARDS. 4. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE (1) LAYER OF 1/2" GYPSUM 15. A MINIMUM OF 50% OF ALL LUMINAIRES ARE REQUIRED TO BE HIGH EFFICACY. (505, CH. 2) WALLBOARD ON ENCLOSED SIDE. THE WSEC DEFINES "HIGH EFFICACY LUMINAIRE" AS: "A LIGHTING FIXTURE THAT DOES NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26) AND WHOSE LAMPS OR OTHER 5. SMOKE DETECTORS SHALL BE INTERCONNECTED, HARD WIRED TO BUILDING POWER, LIGHT SOURCE HAVE A MINIMUM EFFICIENCY OF: HAVE BATTERY BACKUP. a) 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS; b) 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS; 6. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, AND OUTSIDE EACH c) 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS. SLEEPING AREA, IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 16. A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE 7. A MINIMUM OF (1) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING Puget Sound FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN THE GARAGE. PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE 8. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER. VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF ABBREVIATIONS ' ria�l�ncte; a, Pvk A B ANCHOR BOLT COND CONDITION F A FIRE ALARM H M HOLLOW METAL MTL METAL RISER T 0 C TOP OF CONCRETE c� W r 21 I._L1 R4 E rn cd Lr SS � G 0 SITE PLAN ABV. ABOVE CONN. CONNECTION F.B. FLAT BAR HOR.. HORIZONTAL MULL. MULLION R.D. ROOF DRAIN T.O.P. TOP OF PLATE ;' °•� A.A. AIR CONDITIONING CONST. CONSTRUCTION F.D. FLOOR DRAIN H.R. HAND RAIL REF. REFRIGERATOR T.O.S. TOP OF SLAB ACT ACOUSTICAL TILE CONT. CONTINUOUS FDN. FOUNDATION HR. HOUR N NORTH REINF. REINFORCING T.O.S.F. TOP OF SUB -FLOOR ADDT. ADDITIONAL CONTR. CONTRACTOR F.A. FIRE EXTINGUISHER HT. HEIGHT N. NEW READ. REQUIRED T.O.S.W. TOP OF STEM WALL ADJ. ADJUSTABLE CORR. CORRUGATED F.B. FACTORY FINISH H.W.T. HOT WATER TANK N.A. NOT APPLICABLE REV. REVISED T.O.W. TOP OF WALL '- A.F.F. ABOVE FINISH FLOOR CPT. CARPET F.B.E. FINISH FLOOR N.I.C. NOT IN CONTRACT R.H. RIGHT HAND TV TELEVISION �p AGG. AGGREGATE C.R.V. CONTINUOUS RIDGE VENT FIN. FINISH I.D. INSIDE DIAMETER NO. NUMBER R.I.B.C. RESIDENTIAL TYP. TYPICAL ALT. ALTERNATE CSMT. CASEMENT FIXT. FIXTURE I.D.S. INTERIOR DOWNSPOUT NOM. NOMINAL INTERNATIONAL BUILDING °4s., I„ ALUM. ALUMINUM CTSK. COUNTERSUNK FLASH. FLASHING IN. INCH N.T.S. NOT TO SCALE CODE U.L. UNDERWRITERS �.� AN. ANNODOZED C.T. CERAMIC TILE FLDG. FOLDING INCL. INCLUDED R.I.O. ROUGH IN ONLY LABORATORIES APPR. APPROXIMATE C.Y. CUBIC YARD FLR. FLOOR INSUL. INSULATION O.A. OVERALL R.J. ROOF JACK/VENT UNF. UNFINISHED ARCH. ARCHITECT/ FLUOR. FLUORESCENT INT. INTERIOR OR INTEGRAL 0/ OVER RM. ROOM U.N.O. UNLESS NOTED • _ ARCHITECTURAL d PENNY F.O.C. FACE OF CONCRETE INV. INVERT OBSC. OBSCURE R.O. ROUGH OPENING OTHERWISE ASPH. ASPHALT D. DEEP F.O.F. FACE OF FINISH O.C. ON CENTER R.V. RIDGE VENT ©- A/V AUDIO / VISUAL D. DRYER F.O.I.C. FURNISHED BY OWNER JST. JOIST O.D. OUTSIDE DIAMETER V.B. VAPOR BARRIER DBL. DOUBLE INSTALLED BY JT. JOINT OR/ OVERFLOW DRAIN S SOUTH V.C.T. VINYL COMPOSITION TILE BD. BEL. BOARD BELOW DEC. DEMO. DECORATIVE DEMOLISH OR/ F.O.S. CONTRACTOR FACE OF STUD K.A. KILN DRIED O.H. OPNG. OVERHEAD OPENING S.B. SETBACK OR/ SAND BLAST VER. VERT. VERIFY VERTICAL VICINITY MAP BLDG. BUILDING DEMOLITION F.P. FIREPROOF K.O. KNOCK OUT OP. OPERABLE S.C. SOLID CORE V.G. VERTICAL GRAIN BLK. BLOCKING DIA. DIAMETER FRMG. FRAMING KIT. KITCHEN OPP. OPPOSITE SCR. SCREEN V.I.F. VERIFY IN FIELD BM. BEAM DIAG. DIAGONAL F.S. FULL SIZE O.S.B. ORIENTATED STRAND SCHED. SCHEDULE B.O. BY OTHERS D.L. DEAD LOAD FT. FOOT/FEET LAM. LAMINATED BOARD S.A. SMOKE DETECTOR W WEST B.O.F. BOTTOM OF FOOTING DIM. DIMENSION FTG. FOOTING LAV. LAVATORY SECT. SECTION W. WIDTH OR WATT 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: BOT. BOTTOM DISP. DISPENSER FURR. FURRING LB. POUNDS PBD. PARTICLE BOARD S.F. SQUARE FOOT W/ WITH j B..S. BOTTOM OF STRUCTURE DN. DOWN FLIT. FUTURE LBL. LABEL PC. PIECE SHMTL. SHEET METAL W/O WITHOUT 1 Reinforced Concrete structural Observation by B..W. BOTTOM OF WALL DOCS. DOCUMENTS L.F. LINEAL FOOT PERF. PERFORATED SHT. SHEET WD. WOOD 1 BRIG. BEARING DR. DOOR GA GAUGE L.H. LEFT HAND PERP. PERPENDICULAR SHTHG. SHEATHING WDW. WINDOW 1 Spray applied Fireproofing design professional BRKT. BRACKET D.S. DOWNSPOUT (EXTERIOR) GAL GALLON L.L. LIVE LOAD P.H. PAPER HOLDER SHWR. SHOWER W.P. WATERPROOF j Bolting in Concrete Structural Masonry 1 BSMT. BASEMENT DTL. DETAIL GALV. GALVANIZED LOC. LOCATION P.L. PROPERTY LINE SIM. SIMILAR W.R. WATER RESISTANT Smoke Control Systems Grading/soils j BTWN. BETWEEN D.W. DISHWASHER G. B. GRAB BAR L.PT. LOW POINT PL. PLATE SL. SLOPE W.S. WOOD SCREW 1 Structural SteellWeldin g B.U.R. BUILT UP ROOFING DWG. DRAWING G.F.I. GROUND FAULT LT. LIGHT P.L. PROPERTY LINE SPECS. SPECIFICATIONS WT. WEIGHT Prestressed Concrete 1 DWR. DRAWER INTERRUPTER LTG. LIGHTING PLAM. PLASTIC LAMINATE SQ. SQUARE W.W.M.WELDED WIRE MESH Lateral Wood Retaining Wall Block Installation CAB. CABINET GL. GLASS LVR. LOUVER PLAS. PLASTER S.S. STAINLESS 1 Shotcrete High Strength Bolting CAP. CAPACITY E EAST GLB GLU-LAMINATED BEAM PLYWD. PLYWOOD S.S. STL.STAINLESS STEEL XFRMR. TRANSFORMER Retaining Wall Footings 1 CATV CABLE TELEVISION EA. EACH GND. GROUNDED MATL. MATERIAL POL. POLISHED STD. STANDARD C.B. CATCH BASIN E.B. EXPANSION BOLT GP. GROUP MACH. MACHINE PR. PAIR STL. STEEL YD. YARD ■ ■ ■* ■*■'. ■' ■* ■ *■ ■' .* ■ *■'■ r C.F. CUBIC FEET E.J. EXPANSION JOINT GR. GRADE MAX. MAXIMUM PRCST. PRECAST STOR. STORAGE CEM. CEMENT EL. ELEVATION G.S.F. GROSS SQUARE FOOTAGE M.B. MACHINE BOLT P.S.F. POUNDS PER SQUARE STRUC. STRUCTURAL ; THE FOLLOWING DOCUMENTATION SHALL BE C. 1. CAST IRON ELEC. ELECTRIC GWB GYPSUM WALL BOARD M.C. MEDICINE CABINET FOOT SUSP. SUSPENDED ; AVAILABLE ON SITE FOR THE BUILDING INSPECTOR: C.I.P. CAST IN PLACE ELEV. ELEVATION GYP. GYPSUM M.D.F. MEDIUM DENSITY P.S.I. POUNDS PER SQUARE INCH S.V. SOFFIT VENT C.J. CONTROL JOINT E.P. ELECTRICAL PANEL FIBERBOARD PT. PAINT SYM. SYMBOL OR SYMETRICAL : COE APPROVED ARCHITECTURAL PLAN SET CL CENTER LINE ENCL. ENCLOSURE H. HEIGHT / HIGH MECH. MECHANICAL PR.T. PRESSURE TREATED SYS. SYSTEM CLG. CEILING ENG. ENGINEER H.B. HOSE BIBB MEMB. MEMBRANE PTN. PARTITION INCH(ES) : ®eCOE APPROVED STRUCTURAL PLAN SET : CLKG. CAULKING EQ. EQUAL HBD. HARDBOARD MFR. MANUFACTURER PTD. PAINTED T. TREAD > ANGLE CLR. CLEAR EQUIP. EQUIPMENT H.A. HOLLOW CORE OR/ M.H. MANHOLE P.V.C. POLYVINYL CHLORIDE TEL. TELEPHONE ❑ COE REVIEWED CALCULATION PACKET • CMU CONCRETE MASONRY UNIT E.W. EACH WAY HANDICAPPED MIN. MINIMUM PVMT. PAVEMENT TEMP TEMPERED OR/ FEET OR FOOT : ❑ENERGY CREDIT WORKSHEET CNTR. CENTER EXH. EXHAUST H.B. HEAVY DUTY MIR. MIRROR TEMPERATURE PERPENDICULAR C.O. CLEAN OUT EXIST. EXISTING HDR. HEADER MISC. MISCELLANEOUS Q.T. QUARRY TILE T&G TONGUE AND GROOVE CENTERLINE SITE PLAN COL. COLUMN EXP. EXPANSION HDWD. HARDWOOD MISC.O. MASONARY OPENING QTY. QUANTITY THK. THICK COMP. COMPOSITION EXT. EXTERIOR HDWR. HARDWARE MTD. MOUNTED TLT. TOILET d. PENNY ❑ CIVIL PLAN CONC. CONCRETE HGR. HANGER MTG. MOUNTING R. RADIUS OR/ T.O. TOP OF 0 ROUND OR DIAMETER ❑ ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ ■ • ffote AdMed� WATER SERVICE LINE BEING �^ DISCONNECTED AT THE METER AND THE INSTALLATION OF ���0 HOSE BIB WITH AN AVB METER. nl\\ Per ECDC 23.10.060(C)(5), trees must be retained and/or replanted that will result in the site having 4 significant trees N 49°49'01" W 113.00' NEW ACER RUBRUM TREE NEW ACER RUBRUM TREE w 10 SIDE YARD W W W SETBACK - A(120.7')77 l!1N 0o II 00 O I I HE 00 4 . I oo D oo I II V C GE --�I I � NEW ACER RUBRUM TREE SS SS SS \ P UNDERGROUNUND \ POWER I p� �I o-I 0 < U)Im 10 w CVICn 10'SID G G G 36-10" SITE OS v 4 cnw, IiAI ■ a o w NORTH N.T.S. City Of monds Building Department ---------------- ----- -------------- ------------ -------NEW SFH-AFH Address 152010TH PL N Owner BOTHELL MANOR LLC --------------------------------------- Approved Date; 08/01/2024 ------------------------------------------- Building Official ; Q9' 0 2024 - -4/ ------- - ------ Permit Number: [3,]. 6' 0" Z-5 I.2" L I 0E CONCRET WALK 0 v I G G 52'-2" N 49°49'01" W 113.00' � NORT �T 1 "=10'- 0" PROPERTY DATA PARCEL NUMBER 27031300409000 PROJECT ADDRESS 1520 10TH PL N EDMONDS, WA 98020-2630 ZONING DESIGNATION RS-12 MAXIMUM HEIGHT 25' LEGAL DESCRIPTION THAT PORTION OF VACATED LOTS 18,19 AND 20, BLOCK 40, ORIGINAL PLAT OF NORTH EDMONDS, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 75. RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND OF VACATED NEWPORT AVENUE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT NORTH 38'34' EAST 10.00 FEET FROM THE INTERSECTION OF THE CENTERLINE OF NEWPORT AVENUE AND THE SOUTHEASTERLY LINE OF SECOND AVENUE; THENCE SOUTH 510 26' EAST 10.00 FEET NORTHEASTERLY FROM AND PARALLEL WITH THE CENTERLINE OF NEWPORT AVENUE. A DISTANCE OF 113.00 FEET; THENCE SOUTH 38' 34' WEST 100.00 FEET; THENCE NORTH 51026' WEST 113.00 FEET TO THE SOUTHEASTERLY MARGIN OF SECOND AVENUE; THENCE NORTH 38034' EAST 100.00 FEET TO THE POINT OF BEGINNING, PURSUANT TO STIPULATION AND AGREED JUDGMENT REFORMING DEED AND QUIETING TITLE TO REAL PROPERTY UNDER ACTION FILED UNDER SNOHOMISH COUNTY SUPERIOR COURT CAUSE NUMBER 13-2-08829-9; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PROJECT TEAM OWNER STRUCTURAL ENGINEER BOTHELL MANOR LLC CUSTOM DESIGN AND ENGINEERING, 22422 97TH AVENUE W INC EDMONDS, WA 98020 KYRIAKOS MOROSEOS PE (206)669-4882.....bpmafhllc@gmail.com 11006 60th AVE W MUKILTEO, WA 98275 ARCHITECT (425)268-5946.....kam@cdengr.com POINT OF VISION BOB BOZORTH CIVIL ENGINEER 1628 46TH STREET SE, SKYGATE ENGINEERSA AND EVERETT, WA 98203 CONSULTANTS LLC (425)772-8207....pointofvision@hotmail.com KERELLOS YOUSSEF PE 21619 36th DR SE, BOTHELL, WA 98021 APPROVED LOT LINE STAKES MUST (425)623-4619....kerellos.y@skygatengineering.com PLANS MUST BE BE IN PLACE AT ° OBTAIN ELECTRICAL ALL WORK SUBJECT PERMIT FROM TO FIELD SURVEYOR ON JOB SITE TIME OF FOUNDATION STATE LABOR & INSPECTION FOR GROUNDMARK MAND SURVEYING LLC INSPECTION INDUSTRIES CODE COMPLIANCE SEAN ....................................... 2712 FIR STREET SEATTLE, WA 98133 .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. _._. _._.._._.._._.._._.._._.._._. _._.. (206)680-3801......mackenzie@groundmarkls.net OBTAIN A SEPARATE INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT OF THIS PERMIT IN ACCORDANCE WITH R314.4. PLUMBING PERMIT FROM THE CITY OF �..�..�..�..�..�..�..�..�..�..� EDMONDS. 1 Patio Reduced I I 1 _-,O . I � W rn Ln o 0 0 O Z NEW ACER ' RUBRUM TREE O' ING 8" RY TREE P O I N T OF V ISION -* 7V AR CH IT E CT LI R A L SERVICES 1628 46th Street SE, Everett, WA 98203 p o i n t o f v is i o n @ h o t m a i I c o m ( 4 2 5) 7 7 2- 8 2 0 7 5978 REGISTERED ARCHITECT ROBERTP BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC 1520 10th Place N Edmonds, WA 98020 n ree protection fenc' rotect the critical root zone, in an -foot radius R E S U B from the trunk per ECDC 21110.020( ). ' Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C(+123.1' ' Check Set 9/6/24 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF 0 25'_0" -12 BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT ISSUANCE 6/20/24 Corrections Per City Comments 7/1/24 Corrections Per City Comments CONSTRUCTION DATA 9/5/24 Corrections Per City Comments SCOPE OF WORK DEMOLITION OF EXISTING SINGLE FAMILY RESIDENCE AND CONSTRUCTION OF NEW ADULT HOME WITH CARETAKER LIVING QUARTERS ABOVE. AREA SUMMARY CONDITIONED SPACE LOWER LEVEL 3,584 sq. ft. UPPER LEVEL 1,908 sq. ft. TOTAL FLOOR AREA 5,492 sq. ft. UPPER LEVEL DECK 496 sq. ft. SITE AREA 11,300 sq.ft. BUILDING AREA(FOOTPRINT) 3,584 sq.ft. BUILDING SITE COVERAGE (35% MAX.) 31.72% APPLICABLE CODES & ORDINANCES: 2018 INTERNATIONAL RESIDENTIAL CODE W/ STATE AMMENDMENTS 2018 WASHINGTON STATE ENERGY CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE AVERAGE GRADE A 1207 B 123.4' C 123.0' Approved D 1203 DFM r_krisB,(I AVERAGE GRADE=(120.7+123.4+123.O+12O.4)/4= 121.875' South County Fire MAXIMUM BUILDING ELEVATION = 146.875' Date: 09/23/2024 BUILDING HEIGHT TABLE OF CONTENTS ARCHITECTURAL A1.0 SITE PLAN & PROJECT INFORMATION A1.1 EROSION CONTROL PLAN A2.0 ARCHITECTURAL FOUNDATION PLAN A2.1 LOWER LEVEL FLOOR PLAN A2.2 UPPER LEVEL FLOOR PLAN A2.3 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A4.0 BUILDING & WALL SECTIONS PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB 09-23-2024 RESUB 2 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT ")UKvtr SEE APPROVED CIVIL SURVEY PLANS FOR ENGINEERING REQUIREMENTS CIVIL 1 COVER SHEET DEMOLITION EROSION CONTROL PLAN 2 DRAINAGE PLAN 3 GRADING & UTILITY PLAN 4 DETAILS ENGINEERING DIVISION APPROVED AS NOTED idi, WAxri11111t 12/19/2024 VV Site Plan & STRUCTURAL Project Information SO TYPICAL DETAILS & STRUCTURAL NOTES S1 FRAMING DETAILS SHEET NO S2 FOUNDATION DETAILS CONSTRUCTION NOTES FRAMING DETAILS S3 FOUNDATION / MAIN FLOOR SHEAR WALL & UPPER FLOOR FRAMING PLANAl nO S4 UPPER FLOOR SHEAR WALL & ROOF PLAN CV N 41 79'-11" 4 / " 15-7 3/8" 5-6 1 /2" 18'-0" 14'-0" 6'-5 7/8" 6-8 5/8" 4'-1 1 /2" 2'-9" 2'-8 5/8" 3'-2 7/8" 4 N N rr-------- I I �— --------- I I I --——————————— — — — — —— ———————————————————— — — — — —— — —� r -- I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I Cp I I I I I I I I I I I - 00 CV N II I O � M O _ to I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �Q - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - r\ r r O� L r——-- -- — — —— j �O T - - - - - - - - - - O r-- --� r-------_----- -4 — I N - - - - - - - - - - - - } - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - r 7 11 '� - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - J L - - - - - - - - - - - J O I _ op Ir I I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I CV I O) M 2 6'71/4" 9'21/4" 5'61/8" �— ---------- 1�'-11"----------- 7-1 7-1 ---- -------------- 18'-3'"------------------ 2 5'-91/2" 5'-2" 3'81/8'I r' I I I I N I I I I __ O I I I I - CV I I I ap I I I - I I I I I I 00 I I I I - Q2 O I F- I I I I I r- I I ao Cn - - - - - - - - - - - - - - - - - - - - � I I I I I I I I I I I I I CV CO I I I I I I I I I I r l r 1 8'-9 1 /4" 1 I I I I op - I I I 14 I I IM L---J N- - - - - - - - - - - - - - - - - - - - - - ~� - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - 1 CV r` - - - - - - - - - - - - - - - -� - - - - 1 -�� r------ I I-- r 1 r -- I I I I I 1 I I I 1 1 I 1 r O� I I M 1 1 00 I I I I I I I I M r— Cfl I 17 1 10'-6" 8'-6 7/8" 6 I I 14'-8 3/8" i 3'-11 1/2"7 15'-0 3/4" 1 I J L 0o I- I I 1 I I I r 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J L - - QJ '`O , 1 I 1 �I I I 1 1 1 - - - - I I � 1 L - - -� - - - - - - - - - - - - - - - - - - - - -� - - - J ao O pp r` I I ? I J I I I J ILiI M N CV _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I N O O O O _ I I I I I I I I J 4'-81 /4" 4 1 " 6-0 3/8" 3'-8 5/8" 4'-7 7/8" 5'-1 1 /2" 2 " 20' 1 /2" 79'-11" 01 ARCHITECTURAL FOUNDATION PLAN 14'-2 1 /2" 19'-1 1 /2" �O LU 00 1 /4" = 1'- Oil z 13'-7" 4 " 2'-5 7/8" 6-8 5/8" 13'-7" If ME 9'-10 7/8" 4 -10" ' CV ]?*-NT POINT OF V ISION ARCHITECTURAL SERVICES 1628 46th Street SE, Everett, WA 98203 p o i In t o f v i s i o n @ h o t m a i I. c o m (425)772-8207 5978 REGISTERED AR T ROBERT A. BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC 1520 10th Place N Edmonds, WA 98020 RES U B Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Check Set 9/6/24 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT ISSUANCE PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB Architectural Foundation Plan SHEET NO A2n0 = o n 7t DOOR SCHEDULE NUMBER WIDTH HEIGHT TYPE 24 72 96 DOUBLE STORE DOOR 25 36 96 SOLID 26 32 96 SOLID 27 32 96 SOLID 28 32 96 SOLID 29 36 96 SOLID 30 36 96 SOLID 31 32 96 SOLID 32 32 96 SOLID 33 36 96 SOLID 34 36 96 SOLID 35 32 96 SOLID 36 32 96 SOLID 37 36 96 SOLID 38 36 96 STORE DOOR 39 36 96 SOLID 40 36 80 41 48 80 42 48 80 43 36 80 44 36 96 SOLID 45 32 96 SOLID 46 32 96 SOLID 47 36 96 STORE DOOR 48 72 96 BI-PASS 49 32 96 SOLID 50 36 96 SOLID 51 36 96 SOLID 52 36 96 SOLID 53 36 96 SOLID GLAZING SCHEDULE WDW # WIDTH HEIGHT WDW TYPE HEAD HEIGHT UValue UA Remarks 1 72 60 SLID +8'-0" 0.28 8.4 EGRESS 2 37.25 96 PIC +8'-0" 0.28 6.953 SAFETY GLASS 3 37.25 96 PIC +8'-0" 0.28 6.953 SAFETY GLASS 4 1 36 60 1 SH +8'-0" 0.28 4.2 5 36 60 SLID +8'-0" 0.28 4.2 EGRESS 6 72 60 SLID +8'-0" 0.28 8.4 EGRESS 7 48 24 SLD +8'-0" 0.28 2.24 SAFETY GLASS 8 72 60 SLID +8'-0" 0.28 8.4 EGRESS 9 12 96 PIC +8'-0" 0.28 2.24 SAFETY GLASS 11 48 24 SLID +8'-0" 0.28 2.24 SAFETY GLASS 12 48 24 SLID +8'-0" 0.28 2.24 SAFETY GLASS 13 72 60 SLID +8'-0" 0.28 8.4 EGRESS 14 72 60 SLID +8'-0" 0.28 8.4 EGRESS 15 24 60 SH +8'-0" 0.28 2.8 SAFETY GLASS 16 48 24 SLD +8'-0" 0.28 2.24 SAFETY GLASS 17 72 60 SLID +8'-0" 0.28 8.4 EGRESS 18 72 60 SLID +8'-0" 0.28 8.4 EGRESS 19 48 24 SLID +8'-0" 0.28 2.24 SAFETY GLASS 19 72 60 SLID +8'-0" 0.28 8.4 EGRESS 20 24 60 SH +8'-0" 0.28 2.8 SAFETY GLASS 21 72 60 DBL.STR.DR. 0.28 8.4 SAFETY GLASS 22 36 60 STR.DR. 0.28 4.2 SAFETY GLASS PL3L 36 60 STR.DR. 0.28 4.2 SAFETY GLASS 125.346 GENERAL NOTES 1. SHOWERS ON MAIN LEVEL TO HAVE GRAB BARS AND FOLD DOWN SEATS. PROVIDE BLOCKING AND MOUNTING PER MFG. LISTED RECOMMENDATIONS. 2. TOILETS TO HAVE GRAB BARSBACK AND EITHER SIDE OR FOLD -DOWN SIDE WHERE SHOWN. PROVIDE BLOCKING AS REQUIRED PER MFG. LISTED RECOMMENDATIONS. 3. lV L9 04 N � Bo CV zfl D.S o zo to 0J ��� Bedroom with future use as a AFH room ,Email from Bob Bozorth requesting the rooms C and D to be renamed as bedrooms with future use for the AFH. IThis email can be found in the address file and received on 1/02/2025 1 L-----------------------------------------------------------------------------I 16-1" 5'-3 1/2" 18'-2 1 /2" 2'4" PATIO 93 SF 23 EXI w m O C/) 5 II ROOM B ((39)3696 I HALL 157,SF 64 SF v %CLG.@+108" i cl�((,RM.CL.NS2 WARDROBE 50 (40) 3680 BARN DQOR - '' - sss 79'-11" 12'-8 1 /2" 1 / " 4'-91 /2" 17'-81 /2" 8'-7" 7'-9" 5'-3 /2" LO 7'-9" 13'-5 ' D. 7 60 19 11 gt. D.S. $ D4 12 13 72 60 i SILL@+36") SILL@+36" 50 ((K�J)�J� FM 1 BATH C BATH D ---- - - - - ------ - - - - -- 56SF 56SF ----- ---- ----- - - -, Bedroom w'th futur use as a AFH ro m IBedroom with futureuse as a AFH room ' - - - - - - _ - - - - - - - - - _ - _ - _ - _ _ - _ - _ - _ - _ - N O/ o CV " 138 SF 138 F �' 1 fr r r r o w 36 3296 '' 98- ' ( ) ( 5) 3296 . ., 1`� m ROLL -IN ROLL IN ; -,,; ,, m o SHWR. SH1'' 0 coo 0 0----- - M 1p*-NT POINT OF V ISION ARCHITECTURAL SERVICE S 1628 46th Street SE, Everett, WA 98203 p o i n t o f v i s i o n @ h o t m a i I. c o m (425)772-8207 5978 REGISTERED AR T i ROBERT A. BOZORTH STATE OF WASHINGTON 13'-4" 9'-2 1 /2" 4'-11 1 /2" 14 15 D.S. 2 60 24 60 SILL@+36"'' 3296 ROLL-IN Adult Family Home For: (32) , BA H,tHWR. 50 cF " 42 S ® ' " LBothell Manor LLC I 0 � D co D.S. 1520 10th Place N ROOM I o Edmonds, WA 98020 137 SF_ ^ 50 c CLG.@+108" RM. CL. NS2 m ATH F ��`AV I � 0 42 SF m `" I I M � ROLL -IN SHWR. M O 16 R E S U B M- M r. _ _ 11 - - - °'• WARD bBE N Sep 09 2024 OCFM / __, aw sD • _ p p �' - SD • _ 00 CITY OF EDMONDS o" o a RO IN SHWR: 0 m �� /�\ c� o - (3 )3696 DEVELOPMENTDEPARTMENT RVICES _ �� �-a-� I _ _ _ _ _ _ _ _ BATH B U' SDico� 0 Added I� - - I� - - RANGE REFRYG.(N.LC.) REFRYG.(IN I.C.) O• 7 51 SF I � MWH-400 CFM MAX - V.O. -,�•••,,` 1 , BATH A `� DINING KITCHEN J o sDicn) CO Added `, o� Cl, 223 SF 277 SF 10'-01, 2'-0" J I l Z r N Check Set 9/6/24 ROLL -IN SHWR. -/ : 0 50CF �, �w _ _ DW I G�L�.(,5+10$"�y J • sD RM. CL. NS2. 17 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR 18'-4" ' 14' 1 TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS COMMONS D.S. HAVE PRECEDENCE OVER SCALED. 346 SF ©2023 ALL RIGHTS RESERVED BY ARCHITECT (44) 3696 ISSUANCE o� M I - 6/20/24 Corrections Per City Comments ROOM A I -'SD N J M'1/2" - - cn {, C� ,@+5 ' 1 -31 /2" 6-5 1 /2" TJ 1 /2" 5'-1 1 /2" 1 /2" 14'-6" 4'-51 /2" S-81 /2" 1 V-21 /2" � RM. CL. NS2 M j { N 1 w ROOM G M' M to Ffl (48) 7296 BI-PASS _ . SDICO� 1 CO dded 15 SF J N" � o D.S - - / - - - -STORAGE - - - - isJ �., CLG.@+108" `� 18 RM. CL. NS2 DRYER LAUNDRY V.O. 60 SIF o M �sj STORAGE M F -1 (N.I D.S0 C.) uS�g (29) 3696 - I Li- - L - J WARDROBE WARDROBE e _ _ _ - I P8 . .75"E ri--r -� N N 1 - WARDROBE 7T 11" A. - 6-5-5 1 i HR. I I Whole COMMON BATH OLL-!N HVAC 00 I (N.IIC.) 62 SF i i House Fa WFi. - _ SD • WHOLE HOUSE FD.S. STAFF ROOM ON INTERMITANT - (28)3296 CD SHWR Added ROLL-1 �T�IRLE 145 SF S PER M 99 SF AN RA L PER I C 50 / - -� SUPPLY = BATH G oN N M /A o•• OCF �� M 49 SF 52 SF UP 8R .75" EA. �� - - - - - _ - _ - - _ - - = - - PROJECT INFORMATION zil @11"E . _ -5" sD�co 96 70> (53)3696 ENTRY SHELVING O 19 PROJECT NO: POV2339 0 161 SF PROJECT MANAGER: BB r ,._ ..._ • SD o N 1 (25) 3696 �p Ffl DRAWN BY: BB D.S O \ O 50 CF I 1 i 22 � CLG.@+108'"� w ( RM. CL. NS2 zo co Ir OFFICE Q 20 1 76 SIF =N I I I EXI o BATH H `o PC PIC 59SF ROOM H 37. 5 96 37.25 96 147 SF I ' SILL@+24" r� O O e N _ N S D S �, - - - - - - - - -36 60 4O - O D.S. 36600 D. D.S. CLG.@+108" ', D.S. L ' RM. CL. NS2 } co ROLL IN SHWR. I 1 SILL +36" I SD I I 1 1 7260 4'-81 /4" I I , ' , " , " , " 5 , " 5 , " , n , I 1 8 -3 8 -41 /2 3 -6 -10 5/8 -01 /8 -0 1/8 -81 /8 6'-2 1 /2" 13 -71 /2" I 1 I 1 I I '-0" 4'-2 1 /4" 01 I 8'-10" 10'-31 /2" 10 10'-11, 10'-01 /2" 13'-7" 14'-1" 5'-9" 7'-3" 19'-1 1 /2" 1 20'-1 1 /2" 13'-7" 19'-10" 1 79'-11" �,09 Main Level Floor Plan MAIN FLOOR PLAN w=Ty 00 SHEET NO 3584 S.F. CONDITIONED 1/4" = 1'- 0" BARN .art• - OBE ,►i 1 N to Added QO ' LOOFVENTI-----I---- REQUIRED FOR - - -- - --------- SINK 14'-3112" DOOR SCHEDULE NUMBER WIDTH HEIGHT TYPE 1 2 32 96 SOLID SOLID 32 96 3 48 96 BI-PASS 4 72 96 BI-PASS 5 72 96 BI-PASS 6 32 96 SOLID 7 60 96 SOLID 8 9 10 72 96 BI-PASS 32 96 SOLID 32 96 SOLID 11 32 96 SOLID 12 32 96 SOLID 13 72 96 SOLID 14 72 96 SOLID 15 96 96 SLIDING GLASS DOOR 16 96 96 1 SLIDING GLASS DOOR 17 30 96 SOLID 18 30 96 SOLID 19 28 96 SOLID 20 36 96 SOLID 21 32 96 SOLID 22 28 96 SOLID 23 32 96 SOLID GLAZING SCHEDULE WDW # WIDTH HEIGHT WDW TYPE HEAD HEIGHT UValue UA Remarks 25 36 72 SH +8'-0" 0.28 5.04 EGRESS 26 36 72 SH +8'-0" 0.28 5.04 EGRESS 27 36 72 SH +8'-0" 0.28 5.04 EGRESS 28 72 60 SLID +8'-0" 0.28 8.4 EGRESS 29 24L60 SH +8'-0"0.28 2.8 30 72 PIC +8'-0" 0.28 10.08 33 60 PIC +8'-0"0.28 8.4 34 48 PIC +8'-0" 0.28 6.72 35 48 PIC +8'-0" 0.28 6.72 36 48 PIC +8' 0" 0.28 6.72 64.96 •v UPPER FLOOR PLAN Uj- a0 1908 S.F. CONDITIONED / 496 S.F. DECK 1/4" = 1'- 0" �z rIf.tizw D.S. D.S. D.S. P*-7v POINT OF V ISION ARCHITECTURAL SERVICES 1628 46th Street SE, Everett, WA 98203 p o i n t o f v i s i o n @ h o t m a i I. c o m (425)772-8207 5978 I REGISTERED ROBERT A. BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC N 1520 10th Place N Edmonds, WA 98020 CV zn RESUB Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Check Set 9/6/24 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT ISSUANCE 6/20/24 Corrections Per City Comments PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB Upper Level Floor Plan SHEET NO A2n2 D.S. & OVERFLOW D.S. & OVERFLOW D.r OV ROOF PLAN D.S. & D.S. & D.S. & OVERFLOW OVERFLOW OVERFLOW U� 1'- 0" o ;ted ]?*-IV P OINT OF V ISIO N AR CH IT E CT LI R A L SERVICES 1628 46th Street SE, Everett, WA 98203 p o i n t o f v is i o n @ h o t m a i I. c o m ( 4 2 5) 7 7 2- 8 2 0 7 5978 REGISTERED ARCHITECT ROBERT A BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC 1520 10th Place N Edmonds, WA 98020 RESUB Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Check Set 9/6/24 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT ISSUANCE 6/20/24 Corrections Per City Comments PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB Roof Plan SHEET NO A2n3 ,RAPET (+143.83') IS PLATE +140.73_149�� 0 an ,O.S. +13( 1.73') LATE (+130.0')o? 0 o� DE (+121.875') EVEL +121.0' T(1P OF: PAPAPFT 1+1A'1A2'1 _ - - -- -- - - - - - - - - - - - - - - - - TOP OF PAPAPFT 1+1A'1 R'11 SOUTH ELEVATION 1 /4" =1'- 0" WEST ELEVATION �Ij TOP OF PARAPET (+143.83') & TOP OF ?L ATE +140.734 Ar, _ _ 0 a) UPPER LEVEL-T.O.S. (+131.7 L, TOP OF PLATE (+130.0')0? - - -;-N 0 o� AVERAGE GRADE (+121.875') MAIN LEVEL +121.0' 1 /4" =1'- 0" NAME ry1 � fl o t ---------- NORTH ELEVATION 1 /4" = 11- 0" ]?*-7v POINT OF V ISION ARCHITECTURAL SERVICE S 1628 46th Street SE, Everett, WA 98203 p o i In t o f v i s i o n @ h o t m a i I. c o m (425)772-8207 5978 REGISTERED AR T ROBERT A. BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC 1520 10th Place N Edmonds, WA 98020 RES U B Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Check Set 9/6/24 AR ITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF - BU ERMIT OR COMMENCEMENT OF CONSTRUCTION AND I IMITED TO DRAFTING AND/OR REDRAFTING OF WORKING WINGS IN REGARDS TO ERRORS ANDIOR OMISSIONS. COIN TENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TDICONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT IS ANCE PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB Exterior Elevations SHEET NO EAST ELEVATION 1 /4" = 11- 0" A3n0 TYPICAL ROOF ASSEMBLY: -TPO ROOFING -R-40 POLYISO RIGID INSULATIONCOMBINED WITH BATT INSULATION BELOW SHEATHING SHEATHING PER STRUCTURAL PRE -MANUFACTURED SLOPED ROOF TRUSSES PER STRUCTURAL. 1/2" GYPSUM WALL BOARD 2x SLOPED CAP rfflXX%1&X�1 W/PREFINISHED ALUMINUM FLASHING MIN. R-10 @ ALL EXTERIOR HEADERS, TYP. WINDOW UNIT (U=0.28 OR�- BETTER) TYPICAL WALL ASSEMBLY: - 8 1/4" CEDARMILL HARDI-PLANK LAP SIDING W/7" TO WEATHER _ OR 18" LONG #1 'RED LABEL' RED CEDAR SHINGLES 7" TO WEATHER -'60 MINUTE' BUILDING PAPER WRAP - SHEATHING PER STRUCTURAL 2X6 STUDS @ 16" O.C. DOUBLE TOP & SINGLE BOTTOM PLATES 21 FIBERGLASS BATT INSU AT16N; FACED BATTS TO BE FACE STAPLED 1/2" GYPSUM WALL BOARD USE 5/8" TYPE'X' GWB @ GARAGE VAPOR BARRIER APPROVED PVA PRIMER MIN. R-10 @ ALL EXTERIOR HEADERS, TYP. WINDOW UNIT (U=0.28 Of - BETTER) P.T. 2X6 IL_LP LATE 12" MIN. FREE DRAINING BACKFILL CONC. FOOTING PER STRUCTURAL 4" PERF. DRAIN PIPE SURROUNDED BY MIN. 3" (1" MINUS) DRAIN ROCK IN NON -WOVEN GEO TEXTILE FABRIC TIGHTLINE TO STORM WATER CONTROL SYSTEM T(1P OF: PAPAPPT 1+1&1 A2'1 _ TYPICAL FLOOR ASSEMBLY: - FINISHED FLOOR SHEATHING PER STRUCTURAL JOISTS PER STRUCTUAL 5/8" GWB CEILING W/ PVA APPROVED PRIMER TOP OF WINDOW 0 zn 0 Bo OF SUB FLOOR= +10-8 3/4" v M co ).P. = 9'-0" TYPICAL SLAB ASSEMBLY: -FLOORING PER PLAN 4" CONCRETE SLAB PER STRUCT. -R-10 RIGID INSULATION _ - 6 MIL VAPOR BARRIER 5" COMPACTED GRAVEL FILL TOP OF SLAB = 4-0" 111 III 0 zn 114" =1'- 0" P*-NT POINT OF V ISION ARCHITECTURAL SERVICES 1628 46th Street SE, Everett, WA 98203 p o i n t o f v i s i o n @ h o t m a i I. c o m (425)772-8207 5978 REGISTERED AR T ROBERT A. BOZORTH STATE OF WASHINGTON Adult Family Home For: Bothell Manor LLC 1520 10th Place N Edmonds, WA 98020 RESUB Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Check Set 9/6/24 ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. ©2023 ALL RIGHTS RESERVED BY ARCHITECT ISSUANCE PROJECT INFORMATION PROJECT NO: POV2339 PROJECT MANAGER: BB DRAWN BY: BB Exterior Elevations SHEET NO WALL SECTION 112" =11. 0" A3n0 �oo 0 y SMH RIM-115.39'� i Datum Point Noted 117,30' VIN ti �o + 116.16' / ` �tib 117.5W � tib yaQ' � �� • ' 118,14 �P 118.3' 115.93' titib' b( A /117.s1' 1s.9' tip �O 1 � '�O � ooA °O� Sj �0 �s, �S17O C) o� o 'os �A 11 °o / ° / p�AR tiS�l 6y� jC ppD0 / 116.44' / e Q� '�° �0 �� f� � �A \ Zop ° \GP 116.55' p a 116,66' 119,1' �1v0 •'� � ti'',tib• DO / \q/„ 120,4' <�� ° 117.76' �Q l / OJT 1tib P All " v �Q�120.7' O 16.a6 P P 116,96' 117.89' / T9+ qQ p T QSF \ O Q 11 a 7.46'+ .r s 1 V \ �p � O 1�2 O Fl o�� / °�• 00 0 / >110 _ / \ / 122,45' �`9- O°O e 121.9' Q 1 9 AA Cn 7's' \ "PO '7�� l�i��` \ \ 122.3' OGP�E� OHP j 2oaa' ?Bs�O,Q \ 0.3' 19O, 120.1' / 0HP ale% 0 / / 122.7' ��/ �\ �1b�0 Q Q / 118.75' + F�/SyF OHP \,�?RO.p /, + 122,4, 0.2' .�° � 0\ � /2p� C%\0� O 1 1,9' ASV �2l0, b �\Oo-���0��1 /' �G \ ~ � /�P 2�8'Q / 0,�;.• 0.1'NE'LY 117.99' 118.26' • \ / 2 .a �r:�•'9P,Q.1•�,O.2`,`. r:a •, ✓ 2 122T FENCE LINE A ALONG PROP LINE QQ P Q� / •� � � •Y ' �' • 123,6' a3 �ti O Ste; ti0 n 119,94 / / ,4 211b 2 �'�1/� / Z / � a / + 122.4' 2.9 / �tib �tib O� °�06• �R '�'�` vO / :.1 ::• y.l.: � ti2'` • / Q�/ . < f�P:: tiZ*Lti� .• . ` tit titi�°O l� �C�9A V 131,' 1::.. 1.7' 2� t•j�, '... 1217' :. f'� SHED ia'. GARAGE 2 ` FOOTPRINT 226 SIF 0 4 V (C 2 \cl o M Zb l O." F 23 • r.. 1 G� Sol ,� • 122,29' / •okP otiFti c I Ol � SHED �\ + 122,9' \ p 0.5' / �tib �tib •:. ��� �� 0.1'SW'LY + 120,7' Q O 122.8' \ 124,1' �p0 co 100 f �i c �c ti oA�ti 6� \ Fl +0. �9A9, �0.0 � o 0/1 1'L �jo�i tiF / 8.0 0.4' Qs,\ O00 9�pp / O + 122.2, \ \ 21.7' / A9, N 0.3' 0.DSO / 22.51 + 123,0' O°O O LEGEND: ° � o ASPHALT SURFACE / •5 / ° BUILDING LINE 122s 0.3' 123.7' CENTERLINE / QP��' �O \(ram 0 CONCRETE SURFACE O / DECK ° DECIDUOUS TREE EAVE LINE �p / 123.9' 0.4' / — OHP ELECTRIC LINE (OVERHEAD) 1f 1 400.3' EM❑ ELECTRIC METER�0 / FENCE LINE (WOOD) �O `s'� �'L / 0 <s' '1'O GAS LINE (RECORD) 9 '(L�A 9S OAS 0 MB MAILBOX (RESIDENTIAL) SA�OA��� (^) MANHOLE (AS NOTED) �9. y 9cp 9A / MAJOR CONTOUR LINE 0l,, / FOR, MINOR CONTOUR LINE 2 F R� MONUMENT IN CASE 'Dou / l� � NAIL (AS NOTED) Op. / �1PPLPOWER POLE W/ LIGHT �20 REBAR (AS NOTED) - — SEWER LINE SUBJECT PARCEL PROPERTY LINE SJ �i WALL (AS NOTED) W WATER LINE (LOCATE PAINT) - WATER LINE (RECORD) F7WM WATER METER 'moo o / q C,9 / A� SF REVISION HISTORY troy / / / / SITE ADDRESS: 1520 10TH PL N EDMONDS, WA 98020 TAX PARCEL NUMBER- 27031300409000 AREA: TOTAL SITE AREA IS 11,300f SQUARE FEET OR 0.26f ACRES. LEGAL DESCRIPTION: THAT PORTION OF VACATED LOTS 18,19 AND 20, BLOCK 40, ORIGINAL PLAT OF NORTH EDMONDS, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND OF VACATED NEWPORT AVENUE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT NORTH 38.34' EAST 10.00 FEET FROM THE INTERSECTION OF THE CENTERLINE OF NEWPORT AVENUE AND THE SOUTHEASTERLY LINE OF SECOND AVENUE; THENCE SOUTH 51.26' EAST 10.00 FEET NORTHEASTERLY FROM AND PARALLEL WITH THE CENTERLINE OF NEWPORT AVENUE, A DISTANCE OF 113.00 FEET; THENCE SOUTH 38. 34' WEST 100.00 FEET; THENCE NORTH 51.26' WEST 113.00 FEET TO THE SOUTHEASTERLY MARGIN OF SECOND AVENUE; THENCE NORTH 38.34' EAST 100.00 FEET TO THE POINT OF BEGINNING, PURSUANT TO STIPULATION AND AGREED JUDGMENT REFORMING DEED AND QUIETING TITLE TO REAL PROPERTY UNDER ACTION FILED UNDER SNOHOMISH COUNTY SUPERIOR COURT CAUSE NUMBER 13-2-08829-9; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING: NAD83(2011) EPOCH 2O10.00, WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE PER GPS OBSERVATIONS. VERTICAL DATUM: NAVD88 PER GPS OBSERVATIONS. SURVEY NOTES: 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2023. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY GROUNDMARK LAND SURVEYING IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; GROUNDMARK LAND SURVEYING IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM EQUITY TITLE OF WASHINGTON, LLC ORDER/COMMITMENT NO. 23-116087, DATED AUGUST 18, 2023. IN PREPARING THIS MAP, GROUNDMARK LAND SURVEYING, PLLC HAS DONE NO INDEPENDENT TITLE RESEARCH AND HAS RELIED WHOLLY ON THE ABOVE TITLE COMMITMENT. 4. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. SCHEDULE B, PART II EXCEPTIONS EXCEPTIONS (PER EQUITY TITLE OF WASHINGTON, LLC ORDER/COMMITMENT NO. 23-116087, DATED AUGUST 18, 2023) 13. EASEMENTS, RESTRICTIONS, RESERVATIONS, CONDITIONS, AND OTHER MATTERS AS SET FORTH ON THE PLAT OF NORTH EDMONDS 14. ANY RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 8805045034 REFERENCES: R1: RECORD OF SURVEY, RECORDING NO. 201701265005, RECORDS OF SNOHOMISH COUNTY, WASHINGTON R2: RECORD OF SURVEY VOL. 26, PAGE 278, RECORDS OF SNOHOMISH COUNTY, WASHINGTON R3: PLAT OF LUND'S ADDITION, VOL. 46 OF PLATS, PAGES 231 & 232, RECORDS OF SNOHOMISH COUNTY, WASHINGTON R4: PLAT OF CHITTENDEN'S ADDITION, VOL. 31 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WASHINGTON N 10 5 0 10 20 SCALE IN FEET RESUB Sep 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT