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APPROVED BLD RESUB 1-Architectural_Plan+12.6.2021PROJECT ADDRESS: 9532 231 ST PL SW, EDMONDS, WA TAX ACCESSOR'S PARCEL NUMBER: 27033600111000 LEGAL DESCRIPTION: SEC 36 TWP 27 RGE 03 W 75FT OF SW1/4 SW1/4 NE1/4 NE1/4 EXC S 174FT THOF (AKA LOT 2 OF SP 74 (3-81) AF 8109240110) PROPERTY OWNER: MCKINLEY'S 9532 231 ST PL SW, EDMONDS, WA, 98020 CONTACT: HALEY MCKINLEY 206-919-7975 CONTACT: MAX MCKINLEY 206-819-4035 PROJECT TEAM GENERAL CONTRACTOR: PEAK GENERAL CONTRACTING PEAKGGC804CC CONTACT: BRANDON BOEHM 206-890-0043 STRUCTURAL ENGINEER: BYKONEN, CARTER, QUINN 2033 SIXTH AVENUE, SUITE 995 SEATTLE, WA 98121 CONTACT: NICK CARTER, PE 206-264-7784 EXT 203 PROJECT SUMMARY: SCOPE OF WORK LIMITED TO INTERIOR ALTERATIONS/REMODEL. 1ST FLOOR: KITCHEN, LIVING ROOM, DINING ROOM, FAMILY ROOM & POWDER 2ND FLOOR: PRIMARY BATHROOM ADDITIONAL STRUCTURAL rPLANS TO BE ON SITE AT rTIME OF INSPECTION APPROVED PLANS MUST BE ON JOB SITE ,Labor&Industries (https://Ini.wa.gov) Contractors ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES SHEET INDEX A0.0 PROJECT DATA A0.1 GENERAL NOTES A2.0 LEVEL 1 &LEVEL 2 A2.1 LEVEL 1 A2.2 LEVEL 2 S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 LEVEL 2 FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 DETAILS City Of Edmonds Building Department Work r INTERIOR REMODEL ------------------------------------------------ Address 9532 231ST PL SW Owner MCKINLEY Approved Date 12/14/2021 Building Official � � w. � p�iiasc -------------------------- - - ---------------- Permit Number; BLD2021-1493 THERE IS NO PLUMBING PERMIT ASSOCIATED WITH THIS PERMIT. PEAK GENERAL CONTRACTING LLC Owner or tradesperson 2212 QUEEN ANNE AVE N ....................... _ ..... Principals #337 BOEHM, GREGORY SEATTLE, WA 98109 CHARLES, PARTNER/MEMBER 206-499-2185 KING County BOEHM, JULIE YEARIAN, PARTNER/MEMBER Doing business as PEAK GENERAL CONTRACTING LLC WA UBI No. Business type 604 521 781 Limited Liability Company Governing persons GREG CHARLES BOEHM JULIE YEARIAN BOEHM; License Verify the contractor's active registration /license /certification (depending on trade) and any past violations. Construction Contractor Active ... _ ........................ Meets current requirements. . ��o� s�,e mPa�e�. m Labor &Industries (https://Ini.wa.gov). Contractors MATERIAL SYMBOL LEGEND ��'�i�y : � � � CMU /BRICK /STONE /VENEER � CONCRETE EARTH /COMPACT FILL FINISH WOOD �� GRAVEL /POROUS FILL �i GYPSUM WALL BOARD /PLASTER NATURAL STONE PLYWOOD -------- 1........ � � • ROUGH WOOD FRAMING STEEL OR OTHER METAL WOOD BLOCKING Northwest Plmbng Solutions LLC Owner or tradesperson 3904 S 254TH ST Principals KENT, WA 98032 DENISYUK, ALEKSANDR 206-228-1293 KING County V, PARTNER/MEMBER DENISYUK, ALLA P, PARTNER/MEMBER Doing business as Northwest Plmbng Solutions LLC WA UBI No. Business type 603 011 702 Limited Liability Company Governing persons ALEKSANDR V DENISYUK ALLA D DENISYUK; License Verify the contractor's active registration /license /certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. � License specialties License specialties GENERAL GENERAL License no. License no. NORTHPS903L1 PEAKGGC804CC Effective —expiration Effective —expiration O6/21/2010— 06/21/2022 02/03/2020— 02/03/2022 Bond Bond Contractors Bonding &Insurance Co $12,000.00 American Contractors Indem CO $12,000.00 Bond account no. Bond account no. SI6576 100476004 Received by L&I Effective date Received by L&I Effective date 07/05/2011 O6I30I2011 02I03/2020 01/01I2020 Expiration date Expiration date Until Canceled Until Canceled Insurance _Insurance Western National Assur Co $1,000,000.00 Developers Surety &Indem Co $1,000,000.00 Policy no. Policy no. BOP1002846.02 BIS0003432901 Received by L&I Effective date Received by L&I Effective date 08/06/2021 09/22/2017 12117/2020 01/30/2020 Expiration date Expiration date 09/22/2022 01 /30/2022 Savings _............ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. I Certifications &Endorsements I OMWBE Certifications No active certifications -exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business. Washington allows the use of apprentices registered with Oregon or Montana. Contact the Oregon Bureau of Labor &Industries or Montana Department of Labor & Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 801,748-00 Doing business as PEAK GENERAL CONTRACTING LLC Estimated workers reported Quarter 2 of Year 2021 "1 to 3 Workers" L&I account contact T5l JAVIER PAREDES (360)902-4639 -Email: PAJB235@Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes ............... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety &Health Check for any past safety and health violations found on jobsites this business was responsible for No inspections during the previous 6 year period. Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ..... .............. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. I Certifications &Endorsements I OMWBE Certifications No active certifications exist for this business Apprentice Training Agent No active Washington registered apprentices exist for this business. Washington allows the use of apprentices registered with Oregon or Montana. Contact the Oregon Bureau of Labor &Industries or Montana Department of Labor & Industry to verify if this business has apprentices. Workers' Comp I Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 217,220-00 Doing business as NORTHWEST PLUMBING SOLUTIONS Estimated workers reported Quarter 2 of Year 2021 "1 to 3 Workers" L&I account contact T3 / DAVID PRYOR (360)902-4804 -Email: PRYD235@Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes ...................................... No strikes have been issued against this contractor. Contractors not allowed to bid ............... No debarments have been issued against this contractor. Workplace Safety &Health Check for any past safety and health violations found on jobsites this business was responsible for No inspections during the previous 6 year period. FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES 11 /22/2021 ALL DRAWINGS, SPECIFICATIONS, PLANS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY COASTAL CIRCLE, LLC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, DEVELOPED, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION OF COASTAL CIRCLE, LLC. COASTAL CIRCLE • INFO@COASTALCIRCLE.COM w Z O J I— r M N N 'M^ r�\/ V/ RESUB Dec o� 2o�TED CITY OF EDMONDS DEVELOPMENT SERVICES�AL DEPARTiNENT— � STAMP S PAC E PROJECT • •1 9532 231ST PL SW, EDMONDS, WA PERMIT SET PERMIT # DATE 11 /22/2021 A- Scale As indicated GENERAL NOTES • ALL WORK TO COMPLY WITH INTERNATIONAL RESIDENTIAL CODE AND INTERNATIONAL BUILDING CODE WITH AMENDMENTS WHERE APPLICABLE. • ALL APPLICABLE CODES, ORDINANCES, AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES, AND SPECIFICATIONS. • DO NOT SCALE DRAWINGS; ALWAYS USE PRINTED DIMENSIONS ONLY. ALWAYS NOTIFY ARCHITECT OF ANY OMISSIONS OR DISCREPANCIES BEFORE PROCEEDING WITH WORK IN QUESTION. • CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN CONTRACT DOCUMENTS OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. • CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK. • CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. • CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS OF THE WORK PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK. • CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN ASSUMPTIONS. • CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK, EXCEPT FOR THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF THE ARCHITECT. • GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF COMPLETION UNLESS NOTED OTHERWISE IN THE CONTRACT. • REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED IN FULL. REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATE AS TYPICAL. • DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF INTERIOR COLUMNS UNLESS NOTED OTHERWISE. • CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING WITH WORK. • ALL MECHANICAL, ELECTRICAL, &PLUMBING IS TO BE DESIGN -BUILD FOR THIS PROJECT. JOBSITE SAFETY • ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS. • PERIODIC SITE VISITS PERFORMED BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION SAFETY PRECAUTIONS. • ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. SITE WORK • ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT RUN OFF OF MATERIAL TO ADJACENT PROPERTIES. • FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS. • DOWNSPOUT DRAIN TO BE 4" DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE. • FOOTING DRAIN TO BE 4" DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE. • CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEPTIC AND/OR STORM WATER DETENTION SYSTEMS. EARTH WORK • SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. • EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A MINIMUM OF 18" BELOW LOWEST ADJACENT FINISHED GRADE. • COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5% PASSING A 200 SIEVE. PLACE IN 8" LOOSE LIFTS AND COMPACT TO 95% MODIFIED AASHO DENSITY AT OPTIMUM MOISTURE CONTENT. • BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ENERGY NOTES • ALL WORK TO COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE, WITH AMENDMENTS WHERE APPLICABLE. • HEATING UNITS) TO MAINTAIN 70 DEGREES FAHRENHEIT AT 36" ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS 24 DEGREES FAHRENHEIT, OR CURRENT REQUIREMENTS. • PROVIDE PROGRAMMABLE THERMOSTATS. • CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND FLASHING WHERE INFILTRATION MAY BE POSSIBLE. • SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. • SHOWER FLOW CONTROL LIMITED TO 2.5 GALLONS PER MINUTE, OR CURRENT REQUIREMENTS. • FIREPLACE(S) SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITH A MINIMUM OF 6 SQUARE INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY. • SERVICE WATER PIPES LESS THAN 2" IN DIAMETER SHALL BE WRAPPED WITH 1" MINIMUM LAYER OF INSULATION PER 2018 WASHINGTON STATE RESIDENTIAL ENERGY CODE. • ELECTRIC WATER HEATER SHALL HAVE A MINIMUM EF OF 0.93. ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED 1.0 GPM OR LESS. • VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE INSULATION. • A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. ALL EXTERIOR LUMINAIRES SHALL BE HIGH EFFICIENCY LUMINAIRES. • DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. • A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. • BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC LEAKAGE AREA IS LESS THAN OR EQUAL TO .00030, IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULT SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. • A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULT SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. VENTILATION NOTES • ALL WORK TO COMPLY WITH APPLICABLE PORTIONS OF THE 2018 INTERNATIONAL MECHANICAL CODE AND 2018 WASHINGTON STATE RESIDENTIAL ENERGY CODE, AS AMENDED. • SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER CLOSETS AND LAUNDRY FACILITIES. 1. VENTILATION CAPACITY SHALL BE AT LEAST 50 CFM FOR BATHROOMS AND LAUNDRY ROOMS AND 100 CFM FOR KITCHENS. DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. • WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. • INTEGRATED WHOLE HOUSE VENTILATION THE 90 CFM TO BE PROVIDED "CONTINUOUSLY". MOISTURE PROTECTION • PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND FRAMING. • PROVIDE A MINIMUM OF 12" CLEAR BETWEEN WOOD GIRDERS AND EARTH. • PROVIDE A MINIMUM OF 18" CLEAR BETWEEN WOOD JOISTS AND EARTH. • PROVIDE A MINIMUM OF 8" CLEAR BETWEEN WOOD POSTS AND EARTH. • PROVIDE A MINIMUM OF 1" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS. • CAULK ALL OPENINGS THOROUGHLY. • FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY STANDARDS. • METAL COPING AT PARAPET TO BE A MINIMUM OF 22 GAUGE GALVANIZED STEEL. BATHROOM NOTES WALL COVERING IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO 72" MINIMUM ABOVE DRAIN INLET. TOILET TO HAVE CLEAR SPACE OF 30"WIDE MINIMUM AND 24" CLEAR IN FRONT OF STOOL. FIRE PROTECTION • GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY THE FOLLOWING: 1. (1) LAYER OF 5/s" GYPSUM WALLBOARD APPLIED TO ALL GARAGE WALLS. 2. (1) LAYER OF 5/s" TYPE "X" GYPSUM WALLBOARD AT GARAGE CEILINGS. • 1-3/s" MINIMUM THICK, SOLID CORE, OR HONEYCOMB CORE STEEL DOOR, OR A 20-MIN. FIRE -RATED DOOR. • DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE. • FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL MEMBERS SUPPORTING THE FIRE SEPARATION. • ALL ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE (1) LAYER OF 5/s" TYPE "X" GYPSUM WALLBOARD ON ENCLOSED SIDE. • SMOKE DETECTORS SHALL BE HARD WIRED TO BUILDING POWER AND SHALL HAVE BATTERY BACKUP. • SMOKE DETECTORS SHALL BE AUDIBLE IN ALL SLEEPING ROOMS, AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. • A MINIMUM OF (1) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE. • FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER. • FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING LOCATIONS: 1. CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT INTERVALS ALONG THE LENGTH OF THE WALL. 2. INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. 3. CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN. • ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC. • EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: 1. CLEAR OPEN WIDTH OF 20" MINIMUM 2. CLEAR OPEN HEIGHT OF 24" MINIMUM 3. CLEAR OPEN AREA OF 5.7 SF MINIMUM 4. SILL HEIGHT 44" MAXIMUM • PREFABRICATED FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. • APPLIANCE GENERATING A GLOW, SPARK, OR FLAME MAY BE INSTALLED IN THE GARAGE PROVIDED THE HEATING ELEMENT AND SWITCHES ARE 18" ABOVE THE FLOOR. • GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL (CONCRETE). SHOP DRAWINGS • SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY. • CONTRACTOR IS TO REVIEW AND APPROVED ALL SHOP DRAWINGS PRIOR TO SUBMITTING TO ARCHITECT OR STRUCTURAL ENGINEER. • SEE STRUCTURAL NOTES AND PROJECT SPECIFICATION FOR ADDITIONAL REQUIREMENTS AND CLARIFICATIONS REGARDING SHOP DRAWINGS. SAFETY AND SECURITY • DEADBOLTS WITH A MINIMUM THROW OF'/2" AND VIEWPORT ARE REQUIRED AT ALL EXTERIOR DOORS. • DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS. • ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. • WINDOWS WITHIN 10'-0" OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING DEVICES. • STAIRWAY TO MEET THE FOLLOWING REQUIREMENTS: 1. STAIR WIDTH OF 36" MINIMUM 2. TREAD WIDTH OF 10" MINIMUM, AND 6" MINIMUM FOR WINDERS 3. RISER HEIGHT OF 7 3/a" MAXIMUM 4. HEADROOM OF 80" MINIMUM 5. HANDRAIL HEIGHT OF 34" TO 38" ABOVE NOSING 6. HANDRAIL GRASP OF 1-'/4" MINIMUM TO 2" MAXIMUM 7. HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT A 4" DIAMETER SPHERE THROUGH ANY OPENING. 8. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR. 9. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT A 4" DIAMETER SPHERE THROUGH ANY OPENING. GLAZING NOTES • ALL GLAZING TO BE (2) PANE INSULATED GLASS OR BETTER EXTERIOR LIGHTING INSULATION VALUES UNLESS NOTED OTHERWISE. • SLAB PERIMETER R-10 SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, EXTERIOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY BELOW GRADE WALLS (INT) R-21 OR TEMPERED GLASS. FROM RESIDENTIALLY ZONED LOTS. ALL EXTERIOR LIGHTING WILL BELOW GRADE WALLS (EXT) R-10 SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, BE SHIELDED AND DIRECTED AWAY FROM ABUTTING PROPERTIES. ABOVE GRADE WALLS R-21 LAMINATED GLASS, OR TEMPERED GLASS. • FLOORS (OVER UNHEATED SPACE) R-30 REFER TO WINDOW SCHEDULE FOR ADDITIONAL • CEILINGS R-49 REQUIREMENTS. GRADING MUST BE STABILIZED BY OCTOBER 31ST. NO VAULTED CEILINGS R-38 EXCAVATION OR FILL PLACEMENT CAN BE PERFORMED BETWEEN WINDOW/DOOR HEADERS R-10 TABLE R402.1.1 OCTOBER 31ST AND APRIL 1ST. BETWEEN CONDITIONED SPACES R-21 ROOF INSULATION • BETWEEN CONDITIONED SPACE AND R-30 MINIMUM R-38 INSULATION IS REQUIRED AT VAULTED CEILING/GARAGE GEOMETRIES, OTHERWISE, R-49 IS REQUIRED. • FLOOR INSULATION • MINIMUM R-30 INSULATION AT FRAMED, RAISED, FLOOR ASSEMBLIES. • SLAB -ON -GRADE INSULATION • MINIMUM R-10 INSULATION UNDER THE SLABS. INSULATION CERTIFICATE A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL SPACE WALL AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE ACAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. GENERAL NOTES -CONTRACTOR • ALL WORK TO COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE AND INTERNATIONAL BUILDING CODE WITH AMENDMENTS WHERE APPLICABLE. • ALL APPLICABLE CODES, ORDINANCES, AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES, AND SPECIFICATIONS. • DO NOT SCALE DRAWINGS; ALWAYS USE PRINTED DIMENSIONS ONLY. ALWAYS NOTIFY ARCHITECT OF ANY OMISSIONS OR DISCREPANCIES BEFORE PROCEEDING WITH WORK IN QUESTION. • CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN CONTRACT DOCUMENTS OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. • CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING WITH WORK. • CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. • CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL ASPECTS OF THE WORK PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK. • CONTRACTOR SHALL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN ASSUMPTIONS. • CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK, EXCEPT FOR THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF THE ARCHITECT. • GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF COMPLETION UNLESS NOTED OTHERWISE IN THE CONTRACT. • REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED IN FULL. REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATE AS TYPICAL. • DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF INTERIOR COLUMNS UNLESS NOTED OTHERWISE. • CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING WITH WORK. • ALL MECHANICAL, ELECTRICAL, &PLUMBING IS TO BE DESIGN -BUILD. FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES 11 /22/2021 ALL DRAWINGS, SPECIFICATIONS, PLANS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY COASTAL CIRCLE, LLC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, DEVELOPED, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION OF COASTAL CIRCLE, LLC. COASTAL CIRCLE • � � INFO@COASTALCIRCLE.COM a v� c z O W N J a r M N N M Ln RESUB Dec 07 20�'I � CITY OF EDMONDS E D DEVELOPMENT SERVICES � DEPARTMENT APPROVAL STAMP S PAC E GENERAL NOTES 9532 231 ST PL SW, EDMONDS, WA PERMIT SET PERMIT # DATE 11 /22/2021 A- Scale 30'-0" 30' - 0" GENERAL NOTES FIRE RATING: • SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELFCLOSING DEVICE. • 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. INSULATION: • MIN. R-21 INSULATION BETWEEN THE HEATED SPACE AND LOW - ENERGY, OR UNHEATED SPACE. MIN. R-21 INSULATION FOR ALL WALLS/FLOORS SEPARATING GARAGE FROM CONDITIONED SPACE. • UNHEATED GARAGE. INSULATE CEILING UNDER HEATED SPACE ABOVE (R30 MINIMUM GARAGE CEILING &MIN 1 LAYER 5/8" TYPE X GWB. INSULATION VALUES: • SLAB PERIMETER R-10 • WINDOW/DOOR HEADERS R-10 • BELOW GRADE WALLS (EXT) R-10 • BELOW GRADE WALLS (INT) R-21 • ABOVE GRADE WALLS R-21 • BETWEEN HEAT/UNHEATED R-21 • OVER UNHEATED GARAGE R-30 • FLOOR R-30 • VAULTED CEILINGS R-38 • CEILINGS R-49 MECHANICAL/VENTILATION: • SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER CLOSETS AND LAUNDRY FACILITIES • CAPACITY SHALL BE AT LEAST 50 CFM FOR BATHROOMS AND LAUNDRY ROOMS AND 100 CFM FOR KITCHENS. DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. • WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. • INTEGRATED WHOLE HOUSE VENTILATION THE 90 CFM TO BE PROVIDED "CONTINUOUSLY". • MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. • BATH EXHAUST FANS VENT. MIN 20 CFM CONTINUOUSLY OR BE SET AT 50 CFM IF RUN/SWITCHED INTERMITTENTLY. • KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. PER SRC 1503.4, MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. • GAS FIRED H2O HEATER - EF .82. • GAS FIREPLACE W/ MANUF. REQUIRED VENTING -PROVIDE COMBUSTIBLE MAT. CLEARANCES • TO BE UL LISTED REF R1004.1 SRC • FACTORY BUILT FIREPLACE TO BE LISTED, • LABELED AND INSTALLED WITH THE CONDITIONS OF THE LISTING. FACTORY BUILT • FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL 127. • ALL EXHAUSTS SHALL TERMINATE OUTSIDE NOT LESS THAN: • 3 FEET FROM PROPERTY LINES; • 3 FEET FROM OPERABLE/NONOPERABLE OPENINGS INTO BUILDINGS AND • 10 FEET FROM MECHANICAL AIR INTAKES, • EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKES," PER SRC M1506.3. • GAS FIREPLACE TO BE DIRECT VENT -MANUF. d ATTIC ACCESS ABOVE Level 2 I- � Level1 r:�a�� LEVEL 2 EXISTING 40' - 0" 29' - 0" LEVEL 1 EXISTING STAIRS TO REMAIN II � o 0 EXISTING LIGHTING FOR STAIRS TO REMAIN NEW HOOD VENT TO BE CONNECTED TO EXISTING HOOD VENT EXHAUST NEW BATH FAN TO BE CONNECTED TO EXISTING BATH FAN EXHAUST LOFT ABOVE CRAWL SPACE ACCESS THROUGH _ FOUNDATION WALL ON EXTERIOR 0 0 N ATTIC ACCESS ABOVE r:�a�� 5'-6" 2'-6" LEVEL 2 PROPOSED � — — — — — — II -1' - 0" FAMILY ROOM I � 189 SF � I I, w, � �� 14'-0" �o I � �I N \ i �o,-o„ I � o'-o° o 3'Qx6' N-102 � WOOD FRAMING I OVER CRAWL SPACE I �� 'ox6' N-103 I NEW REF, SINK, &DW o' o" I B�H " NEW GAS RANGE O 43 S FN � � - ®� I r KITCHEN �� I \ �' - o° 251 SF o' = o° II II II II II I I 4'-0" _ I I 1 �T II II I II I I 2, L " I I� II 4, - O„ -103 IF II I II II I I _ II II I I 3' - 4 1 /4" I I I I I I I I - tt— _ _— —_ _�_- - LL -2� 6 = —� �� \ �`� WOOD FRAMING OVER CRAWL SPACE DINING ROOM �o' - o° 126 S F 9' - 10" GARAGE BELOW & SLOPED ROOF NEW BATH FAN TO BE CONNECTED TO EXISTING BATH FAN EXHAUST NEW VANITY &TOILET NEW BATH FAN NEW SHOWER &TUB 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. EXISTING LIGHTING FOR STAIRS TO REMAIN SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELFCLOSING DEVICE. -- -- - GARAGE 1'-0" 389 SF �} CONCRETE. SLAB -ON -GRADE NEW VANITY &TOILET 18'-0" �I I ti I I I , _ M I I I �II� I I I ��V - o„ II WOOD FRAMING �, _ o„ OVER CRAWL SPACE LIVING ROOM 'I 236 S F II 18'-2" 29' - 0" LEVEL 1 PROPOSED LOCATION OF WORK 0 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. NEW CONDITIONED SPACE TO MEET THE 2018 WSEC REQUIREMENTS. EXISTING LIGHTING FOR STAIRS TO REMAIN OVERFRAME FLOOR TO MATCH ELEVATION OF EXISTING FLOORS LOFT ABOVE LOCATION OF WORK PLAN LEGEND 1-HR RATED WALL &INSULATION (MIN. R-21) ATTIC ACCESS (22"x30") • BATH I LAUNDRY FAN - 50cfm MIN. �O CO DETECTOR - - FAN DUCT &EXHAUST • KITCHEN FAN-100cfm MIN. ® SMOKE DETECTOR -HARDWIRED &INTERCONNECTED (T) TEMPERED GLASS T THERMOSTAT FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES 11 /22/2021 ALL DRAWINGS, SPECIFICATIONS, PLANS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY COASTAL CIRCLE, LLC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, DEVELOPED, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION OF COASTAL CIRCLE, LLC. COASTAL CIRCLE • � � INFO@COASTALCIRCLE.COM Z O W J a r M N N M Ln RESUB Dec o7 2o�TED CITY OF EDMONDS DEVELOPMENT SERVICES�AL DEPARTMENT- STAM P S PAC E LEVEL 1 & LEVEL 2 9532 231 ST PL SW, EDMONDS, WA PERMIT SET PERMIT # DATE 11 /22/2021 A— Scale 1 /4" = 1'-0" GENERAL NOTES FIRE RATING: • SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELFCLOSING DEVICE. • 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. INSULATION: • MIN. R-21 INSULATION BETWEEN THE HEATED SPACE AND LOW - ENERGY, OR UNHEATED SPACE. MIN. R-21 INSULATION FOR ALL WALLS/FLOORS SEPARATING GARAGE FROM CONDITIONED SPACE. • UNHEATED GARAGE. INSULATE CEILING UNDER HEATED SPACE ABOVE (R30 MINIMUM GARAGE CEILING &MIN 1 LAYER 5/8" TYPE X GWB. • SLAB PERIMETER R-10 • WINDOW/DOOR HEADERS R-10 • BELOW GRADE WALLS (EXT) R-10 • BELOW GRADE WALLS (INT) R-21 • ABOVE GRADE WALLS R-21 • BETWEEN HEAT/UNHEATED R-21 • OVER UNHEATED GARAGE R-30 • FLOOR R-30 • VAULTED CEILINGS R-38 • CEILINGS R-49 MECHANICAL/VENTILATION: • SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER CLOSETS AND LAUNDRY FACILITIES • CAPACITY SHALL BE AT LEAST 50 CFM FOR BATHROOMS AND LAUNDRY ROOMS AND 100 CFM FOR KITCHENS. DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. • WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. • INTEGRATED WHOLE HOUSE VENTILATION THE 90 CFM TO BE PROVIDED "CONTINUOUSLY". • MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. • BATH EXHAUST FANS VENT. MIN 20 CFM CONTINUOUSLY OR BE SET AT 50 CFM IF RUN/SWITCHED INTERMITTENTLY. • KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. PER SRC 1503.4, MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. • GAS FIRED H2O HEATER - EF .82. • GAS FIREPLACE W/ MANUF. REQUIRED VENTING -PROVIDE COMBUSTIBLE MAT. CLEARANCES • TO BE UL LISTED REF R1004.1 SRC • FACTORY BUILT FIREPLACE TO BE LISTED, • LABELED AND INSTALLED WITH THE CONDITIONS OF THE LISTING. FACTORY BUILT • FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL 127. • ALL EXHAUSTS SHALL TERMINATE OUTSIDE NOT LESS THAN: • 3 FEET FROM PROPERTY LINES; • 3 FEET FROM OPERABLE/NONOPERABLE OPENINGS INTO BUILDINGS AND • 10 FEET FROM MECHANICAL AIR INTAKES, • EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKES," PER SRC M1506.3. • GAS FIREPLACE TO BE DIRECT VENT -MANUF. i M FAMILY ROOM 193 SF o ifl 14' - 0" I� WOOD FRAMING OVER CRAWL SPACE �,, \ N \\\ - o a \ KITCHEN 124 S F 0 � 10' - 4" � w � � 3'-2" WORK TO BE PERFORMED IN THE HATCHED AREA 40' - 0" EXISTING GAS FURNACE ON PEDESTAL - 90 CFM WHOLE HOUSE VENTILATION SYSTEM. M1507.3.5 INTEGRATED WITH AFORCED-AIR � SYSTEM FRESH AIR - M1507.3.5.3 USING INTEGRATED WITH FORCED AIR SYSTEM ��' wH `� EXISTING HOT WATER HEATER \ GARAGE \ 445 SF �1' - o° I \\ �� 1' - o° CONCRETE, SLAB -ON -GRADE I� SF �� O I I 114 R @ 10' - 6 13/32" I I _ �� I I I � M � I I I 1' - 0" 9' - 4" -uN-- N I ------- _1' 0" -- � � I WOOD FRAMING ' � WOOD FRAMING OVER CRAWL SPACE i � OVER CRAWL SPACE �� s DINING ROOM � 8'oX s V `� LIVING ROOM 0'-0" � _ 1�_0�� 119 SF \ � 347 SF iv � 0'-0" -1'-0" �O � � � Y I --- n LEVEL 1 �- 1 /4" = 1'-0" 29' - 0" LEVEL 1 EXISTING ��6'8 �� ....E-X101 X EXISTING LIGHTING FOR STAIRS TO REMAIN NEW HOOD VENT TO BE CONNECTED TO EXISTING HOOD VENT EXHAUST NEW BATH FAN TO BE CONNECTED TO EXISTING BATH FAN EXHAUST LOFT ABOVE CRAWL SPACE ACCESS THROUGH - ___ FOUNDATION WALL ON EXTERIOR �/� LEVEL 1 EXISTING 29'-0" LEVEL 1 PROPOSED LEVEL 1 PROPOSED LEGEND GARAGE HEATED _� 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. EXISTING LIGHTING FOR STAIRS TO REMAIN OVERFRAME FLOOR TO MATCH ELEVATION OF EXISTING FLOORS LOFT ABOVE LOCATION OF WORK PLAN LEGEND 1-HR RATED WALL &INSULATION (MIN. R-21) �A ATTIC ACCESS (22"x30") • BATH I LAUNDRY FAN - 50cfm MIN. CO CO DETECTOR - - FAN DUCT &EXHAUST • KITCHEN FAN-100cfm MIN. ® SMOKE DETECTOR -HARDWIRED &INTERCONNECTED (T) TEMPERED GLASS T THERMOSTAT FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES 11 /22/2021 ALL DRAWINGS, SPECIFICATIONS, PLANS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY COASTAL CIRCLE, LLC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, DEVELOPED, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION OF COASTAL CIRCLE, LLC. COASTAL CIRCLE • � � INFO@COASTALCIRCLE.COM Z O J M N N M Ln RESUB Dec o7 2o�TED CITY OF EDMONDS DEVELOPMENT SERVICES�AL DEPARTMENT- � STAMP S PAC E LEVEL 1 9532 231 ST PL SW, EDMONDS, WA PERMIT SET PERMIT # DATE 11 /22/2021 A- Scale As indicated GENERAL NOTES FOR PERMIT FIRE RATING: • SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELFCLOSING DEVICE. • 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE WITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. INSULATION: • MIN. R-21 INSULATION BETWEEN THE HEATED SPACE AND LOW - ENERGY, OR UNHEATED SPACE. MIN. R-21 INSULATION FOR ALL WALLS/FLOORS SEPARATING GARAGE FROM CONDITIONED SPACE. • UNHEATED GARAGE. INSULATE CEILING UNDER HEATED SPACE ABOVE (R30 MINIMUM GARAGE CEILING &MIN 1 LAYER 5/8" TYPE X GWB. • SLAB PERIMETER R-10 • WINDOW/DOOR HEADERS R-10 • BELOW GRADE WALLS (EXT) R-10 • BELOW GRADE WALLS (INT) R-21 • ABOVE GRADE WALLS R-21 • BETWEEN HEAT/UNHEATED R-21 • OVER UNHEATED GARAGE R-30 • FLOOR R-30 • VAULTED CEILINGS R-38 • CEILINGS R-49 MECHANICAL/VENTILATION: • SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER CLOSETS AND LAUNDRY FACILITIES • CAPACITY SHALL BE AT LEAST 50 CFM FOR BATHROOMS AND LAUNDRY ROOMS AND 100 CFM FOR KITCHENS. DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. • WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. • INTEGRATED WHOLE HOUSE VENTILATION THE 90 CFM TO BE PROVIDED "CONTINUOUSLY". • MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. • BATH EXHAUST FANS VENT. MIN 20 CFM CONTINUOUSLY OR BE SET AT 50 CFM IF RUN/SWITCHED INTERMITTENTLY. • KITCHEN FANS ARE TO RUN AT 25 CFM CONTINUOUSLY OR BE A MIN OF 100 CFM IF SWITCHED INTERMITTENTLY. PER SRC 1503.4, MAKEUP AIR IS REQUIRED FOR ANY KITCHEN FAN EXCEEDING 400CFM. • GAS FIRED H2O HEATER - EF .82. • GAS FIREPLACE W/ MANUF. REQUIRED VENTING -PROVIDE COMBUSTIBLE MAT. CLEARANCES • TO BE UL LISTED REF R1004.1 SRC • FACTORY BUILT FIREPLACE TO BE LISTED, • LABELED AND INSTALLED WITH THE CONDITIONS OF THE LISTING. FACTORY BUILT • FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL 127. • ALL EXHAUSTS SHALL TERMINATE OUTSIDE NOT LESS THAN: • 3 FEET FROM PROPERTY LINES; • 3 FEET FROM OPERABLE/NONOPERABLE OPENINGS INTO BUILDINGS AND • 10 FEET FROM MECHANICAL AIR INTAKES, • EXCEPT WHERE OPENING IS 3 FEET ABOVE AIR INTAKES," PER SRC M1506.3. • GAS FIREPLACE TO BE DIRECT VENT -MANUF. hl IIV/'1lrVLJJ„UIJVL L�V�L � �X15 I INCH n LEVEL 2 ��- 1 /4" = 1'-0" Level 2 WORK TO BE PERFORMED IN THE HATCHED :LOW & IOF GHTING FOR STAIRS TO REMAIN GARAGE BELOW LEVEL 2 EXISTING 0 0 u „I Illy /'1VlrLJJ /"�UVVL L`V `L L hI�U hUV`U GARAGE BELOW LEVEL 2 PROPOSED LEGEND HEATED OPEN TO BELOW NEW BATH FAN TO BE CONNECTED TO EXISTING BATH FAN EXHAUST NEW VANITY &TOILET NEW BATH FAN NEW SHOWER &TUB 1 HOUR FIRE RESISTANCE RATED WALL. TESTED IN ACCORDANCE W ITH ASTM E 119/UL 263. MIN 1 LAYER 5/8" TYPE X GWB ON GARAGE CEILING. MIN 1 LAYER 1/2" GWB ON ALL GARAGE WALLS SEPARATING GARAGE FROM LIVING SPACE. STAIRS TO REMAIN LOCATION OF WORK PLAN LEGEND 1-HR RATED WALL &INSULATION (MIN. R-21) �A ATTIC ACCESS (22"x30") • BATH I LAUNDRY FAN - 50cfm MIN. CO CO DETECTOR - - FAN DUCT &EXHAUST • KITCHEN FAN-100cfm MIN. ® SMOKE DETECTOR -HARDWIRED &INTERCONNECTED (T) TEMPERED GLASS T THERMOSTAT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES 11 /22/2021 ALL DRAWINGS, SPECIFICATIONS, PLANS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY COASTAL CIRCLE, LLC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, DEVELOPED, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION OF COASTAL CIRCLE, LLC. COASTAL CIRCLE • � � INFO@COASTALCIRCLE.COM Q vi 0 z O W N J a r M N N M Ln RESUB Dec o7 2o�TED CITY OF EDMONDS DEVELOPMENT SERVICES�AL DEPARTMENT- � STAMP S PAC E LEVEL 2 9532 231 ST PL SW, EDMONDS, WA PERMIT SET PERMIT # DATE 11 /22/2021 A- Scale As indicated BYKONEN CARTER QUINN STRUCTURAL ENGINEERING RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL CALCULATIONS McKinley Residence 9532 231 st PI. SW Edmonds, WA 98020 Peak General Contracting 2212 Queen Anne Ave N #337 Seattle, WA 98109 October 18, 2021 ► 2033 Sixth Avenue #995 Seattle, WA 98121 206-264-7784 www.BCQ-SE.com _..._. ___........... l+� � �� t,�.-Y ��r�� c� VL�M0a1.4--c c�� S� U�rt..�Z tg r,a-rLt^� (9 w,�-�t�5 fin/ �-sTc�2� �r�l(ab� - t=.d�M�� G — NC% Cif 4/►�b �- '� EXl �7� G 1.�'t�✓✓1A-L 57 5 i tM �v�-�%S J, = yc� �? CORN QUINN STRUCTURAL EN6INEERIN6 RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ► 2033 Sixth Avenue #995 Seattle, WA 98121 206-264-7784 www.BCO-SE.com (v' �G �NL � � ✓L Yfllr....._..................... DATE:.....__....._.. ...k�__........_. PROJECT:............._............................._............_.................E✓YJII �._�g DESIGNER:..... -__......�_......._...._.....__.._....._....._..._......_................. SHEET #:............._._...__---..........._.............. (E) FLOOR FRAMING LEVEL 2 FRAMING PLAN HHUS7.25110 HANGER i u 0 u i u 0 u WOOD FRAMING PLAN NOTES 1. CONTRACTOR TO VERIFY EXISTING FRAMING AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. FRAMING PLAN LEGEND � WALLS BELOW � � WALLS ABOVE �' COLUMNS BELOW °� COLUMNS ABOVE n , n HANGER FB INDICATES FLUSH BEAM X INDICATES DETAIL X ON SHEET SX.XX SX.XX SPAN AND EXTENTS RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES BYKONEN CARTER QUINN - S1RUCIURAL EN6INEENfI� 2033 Sixth Ave. Ste 995 Seattle, WA 98121 Q Z O W J H M N N M DEDICATED APPROVAL STAMP S PAC E LEVEL 2 FRAMING `► 9532 231 ST PL SW, EDMONDS, WA PERMIT # DATE S- Scale 1 /4" = 1'-0" .1F�RTE"� MEMBER REPORT Level 2 Framing, Beam 1 4 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL PASSED t 1❑ Qverall LengTh: 1�' a' 12' 10" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3793 @ 1 1/2" 8505 (3.00") Passed (45%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3212 @ 1' 1/4" 12303 Passed (26%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 12172 @ 6' 8" 22408 Passed (54%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.301 @ 6' 8" 0.327 Passed (L/522) -- 1.0 D + 1.0 L (All Spans) Total Load DeFl. (in) 0.428 @ 6' 8" 0.654 Passed (L/367) -- 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Member should be side -loaded from both sides of the member or braced to prevent rotation. SUppOrtS Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 -Stud wall - HF 3.00" 3.00" 1.50" 1126 2667 3793 Blocking 2 -Stud wall - HF 3.00" 3.00" 1.50" 1126 2667 3793 Blocking • Blocking Panels are assumed to carry no loads applied directry above them and the tuu load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) Continuous Bottom Edge (Lu) Continuous Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 -Self Weight (PLF) 0 to 13' 4" N/A 18.9 -- 1 -Uniform (PSF) 0 to 13' 4" (Front) 10' 15.0 40.0 Default Load RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT + a System :Floor Member Type :Flush Beam Building Use :Residential Building Code :IBC 2018 Design Methodology : ASD We erhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser. com/wood prod ucts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWE6 Software Operator ForteWE6 Software Operator Job Notes Steven Nickolas Bykonen Carter Quinn (206) 264-7784 ssn@bcq-se.com 10/18/2021 7:31:50 PM UTC ForteWE6 v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: McKinley Remodel Paget/4 .1FDRTE"� MEMBER REPORT Level 2 Framing, Beam 3 4 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL PASSED t Qverall Length: 13 1 D' 15' 3" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2435 @ 2" 9923 (3.50") Passed (25%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2109 @ 1' 3/4" 12303 Passed (17%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 9239 @ 7' 11" 22408 Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.307 @ 7' 11" 0.387 Passed (L/607) -- 1.0 D + 1.0 L (All Spans) Total Load DeFl. (in) 0.449 @ 7' 11" 0.775 Passed (L/414) -- 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Member should be side -loaded from both sides of the member or braced to prevent rotation. SUppOrtS Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 -Stud wall - HF 3.50" 3.50" 1.50" 773 1663 2436 Blocking 2 -Stud wall - HF 3.50" 3.50" 1.50" 773 1663 2436 Blocking • Blocking Panels are assumed to carry no loads applied directry above them and the tuu load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) Continuous Bottom Edge (Lu) Continuous Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 -Self Weight (PLF) 0 to 15' 10" N/A 18.9 -- 1 -Uniform (PSF) 0 to 15' 10" (Front) 5' 3" 15.0 40.0 Default Load RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT System :Floor Member Type :Flush Beam Building Use :Residential Building Code :IBC 2018 Design Methodology : ASD We erhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser. com/wood prod ucts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWE6 Software Operator ForteWE6 Software Operator Job Notes Steven Nickolas Bykonen Carter Quinn (206) 264-7784 ssn@bcq-se.com 10/18/2021 7:31:50 PM UTC ForteWE6 v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: McKinley Remodel Page4/4 .1FDRTE"� PASSED t MEMBER REPORT Level 2 Framing, Beam 2 4 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL Qverall Length: 1= 14' 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3423 @ 14' S" 9923 (3.50") Passed (34%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3325 @ 13' 6 1/4" 12303 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 12639 @ 10' 6" 22408 Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl.(in) 0.292 @ 7'SO 11/16" 0.356 Passed (L/586) -- 1.0 D + 1.0 L (All Spans) Total Load DeFl. (in) 0.432 @ 7' SO 3/8" 0.712 Passed (L/396) -- 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Member should be side -loaded from both sides of the member or braced to prevent rotation. SUppOrtS Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 -Stud wall - HF 3.50" 3.50" 1.50" 593 1122 1715 Blocking 2 -Stud wall - HF 3.50" 3.50" 1.50" 1100 2323 3423 Blocking • Blocking Panels are assumed to carry no loads applied directry above them and the tuu load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) Continuous Bottom Edge (Lu) Continuous Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 -Self Weight (PLF) 0 to 14' 7" N/A 18.9 -- 1 -Uniform (PSF) 0 to 14' 7" (Front) 1' 4" 15.0 40.0 Default Load 2 -Point (Ib) 10' 6" (Front) N/A 1126 2667 Linked from: Beam 1, Support 2 RECEIVED Nov 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT + a System :Floor Member Type :Flush Beam Building Use :Residential Building Code :IBC 2018 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser. com/wood prod ucts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWE6 Software Operator ForteWE6 Software Operator Job Notes Steven Nickolas Bykonen Carter Quinn (206) 264-7784 ssn@bcq-se.com 10/18/2021 7:31:50 PM UTC ForteWE6 v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: McKinley Remodel Page3/4