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APPROVED BLD PLN-BLD2020-0250 Architectural Drawings 6-15-20Evans Residence SITE &ZONING DATA BUILDING CODE FIRE, INSULATION, ENERGY CODE DRAWING LIST PROJECT SUMMARY: NEW SINGLE FAMILY RESIDENCE w/ ATTACHED 3 CAR GARAGE PROJECT ADDRESS: 20018 83RD AVE W EDMONDS, WA 98026-6726 ' t_��--��--��j� PROJECT OWNER: MARNE & SIMON EVANS 20020 83RD AVE W EDMONDS, WA 98026-6726 CONTACT: SIMON EVANS ASSESSORS PARCEL NUMBER: TO BE SUBMITTED BY OWNER UPON RECORDING BY SNOHOMISH COUNTY LEGAL DESCRIPTION: LOT 1 of PLN20180037 � � _ �1 PROJECT ZONING: SINGLE FAMILY RS-8 � LOT SIZE GROSS LOT AREA : 0.26 ACRE (11,731 S.F.) � EASEMENT AREA: 0.06 ACRE (2889.7 S.F.) � NET LOT AREA (w/o Easement) : 8841.3 S.F. � LOT COVERAGE - 26.4% (35% MAX LOT COVERAGE ALLOWED. - � THIS LOT COVERAGE AREA (2334 SF) INCLUDES HOUSE FOOTPRINT (INCLUDING PORCHES) AND GARAGE FOOTPRINT 1 BUILDING HEIGHT: 24' 4-1/2" (ROOF RIDGELINE) ABOVE AVERAGE EXISTING GRADE. SEE ELEVATION DRAWINGS ON SHEET A-3.1 FOR BUILDING HEIGHT. CUT AND FILL: REFER TO CIVIL ENGINEERING DRAWINGS FOR CUT AND FILL CALCULATIONS CRITICAL AREAS /WETLANDS AN EROSION HAZARD IS PRESENT AS IDENTIFIED IN � CRA2020-0043 T LOT EASEMENTS: THIS PROPERTY WAS SUBDIVIDED FROM AN EXISTING LOT. THE NEW LOT HAS TWO EASEMENTS THAT BENEFIT THE EXISTING LOT AT THE REAR OF THE SITE. THESE TWO EASEMENTS ARE FOR ACCESS (@ NORTH SIDE OF LOT) AND A SEWER LINE (@ SOUTH SIDE OF LOT). BUILDING SETBACKS: FRONT YARD (MIN. 25') SOUTH SIDE YARD SETBACK (15') /NORTH SIDE YARD SETBACK (7'-6" FROM ACCESS EASEMENT) / REAR YARD (15') PARKING CALCULATIONS THIS RESIDENCE HAS THREE SPACES (19' x 8'-6") IN AN ATTACHED GARAGE AND TWO SPACES IN THE DRIVEWAY. SITE WORK: REFER TO CIVIL ENGINEER'S PLANS FOR SCOPE AND AREAS OF ALL SITE GRADING AND UTILITY PLANS IMPERVIOUS SURFACE CALCULATIONS: TOTAL IMPERVIOUS AREA : 3349 S.F. (SEE CALCULATIONS ON SITE PLAN @ SHEET A-1.3) SITE DESIGN DATA (SEE STRUCTURAL DRAWING SHEET S-1.1 FOR COMPLETE DESIGN LOADS CHART SEISMIC: SEISMIC DESIGN CATEGORY: D WIND:110 MPH WIND EXPOSURE: C SNOW LOADS 25 PSF DESIGN LOADS PER CHAPTER 3 OF 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) CLIMATICAND GEOGRAPHIC DESIGN CRITERIA SUBJECTTD DAMAGE FRAM ICE 5HEILD GROUND WIND SEISMIC Frast WATER UNDER- AIR MEAN SNOW SPEEDe DESIGN line DE51GN LAYMENT FLOOD FREEZING ANNUAL LOAD (mph} CATEGDRYg Weatheringa depths Termite` Decays TEMPT REQUIRED' HAZARDS" INDEX' TEMPk Slight to Firm Maps 25 psf 85 ❑1 Moderate 25�� 5 to M 27° F No 0-1,D00 5fl' Mode rate 11-8-99 APPROVED BY PLANNING t. �� Jul 06 2020 PLANS MUST B E OBTAIN ELECTRICAL PERMIT FROM STATE LABOR &INDUSTRIES O N JOB SIT E ALL WORK SUBJECT TO FIELD INSPECTION F R CODE COMPLIANCE APPROVED CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN CODE COMPLIANCE: THIS RESIDENCE SHALL BE CONSTRUCTED TO PROVIDE FULL COMPLIANCE T0: THE 2015 INTERNATIONAL RESIDENTIAL CODE WITH STATE AMENDMENTS, 2015 INTERNATIONAL MECHANICAL CODE (INCLUDING INTERNATIONAL FUEL GAS CODE) WITH STATE AMENDMENTS, 2015 INTERNATIONAL FIRE CODE WITH STATE AMENDMENTS, 2015 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS, 2015 WASHINGTON STATE ENERGY CODE (WAG 51-11). DEFERRED SUBMITTALS: ALL DESIGN -BUILD DRAWINGS AND APPLICATIONS FOR THE FOLLOWING PERMITS WILL BE SUBMITTED BY THE GENERAL CONTRACTOR AT A LATER DATE: a) ELECTRICAL, b) MECHANICAL, c) PLUMBING, d) WATER METER, e) SIDE SEWER. BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE ENERGY CODE 2015 WASHINGTON ENERGY CODE W/PRESCRIPTIVE PERFORMANCE OCCUPANCY GROUP R-3 CONSTRUCTION TYPE TYPE V-B BUILDING HEIGHT SEE SHEET A-3.1 OF THIS SET OF DRAWINGS FOR PROPOSED BUILDING HEIGHT OF 24' 4-1/2". SEPARATIONS THERE IS AN ATTACHED GARAGE TO AT THIS RESIDENCE SEE GARAGE/LIVING AREA SEPARATION NOTES ON SHEET A-2.1 AND A-4.1. WALL RATINGS AT DETACHED SINGLE FAMILY RESIDENCES INTERIOR BEARING &NON -BEARING WALLS: NO RATING REQUIRED EXTERIOR BEARING WALLS: NO RATING REQUIRED EXTERIOR NON -BEARING WALLS: NO RATING REQUIRED CEILINGS -FLOORS: NO RATING REQUIRED SEE GARAGE/LIVING AREA SEPARATION NOTES ON SHEET A-2.1 AND A-4.1. STAIRWAY /STEPS CONSTRUCTION WOOD CONSTRUCTION W/WOOD RISERS AND TREADS. SEE STAIR NOTES ON SHEET A-4.1 FOR ADDITIONAL INFORMATION. ACCESSIBLE UNITS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE, SINGLE FAMILY RESIDENCES ARE NOT REQUIRED TO BE ACCESSIBLE UNITS AS DEFINED BY THE ACCESSIBILITY SECTION OF THE CODE. RECYCLE &GARBAGE STORAGE AREAS THIS RESIDENCE WILL STORE GARBAGE AND RECYCLE MATERIALS IN BINS WITHIN THE GARAGE. HAZARDOUS MATERIAL THIS IS A RESIDENTIAL PROJECT AND NO HAZARDOUS MATERIAL WILL BE HANDLED OR STORED AT THIS PROJECT. INSULATION VALUES PER WASHINGTON STATE ENERGY CODE ,THE INSULATION VALUES ARE R-21 FOR WALLS, R-38 FOR FLOORS OVER UNHEATED SPACE, AND R-49 IN ATTIC SPACE. HEATING &HOT WATER SYSTEM THIS RESIDENCE SHALL BE HEATED BY A HIGH EFFICIENCY GAS FIRED FURNACE HEATING SYSTEM WITH FRESH AIR INTAKE FOR WHOLE HOUSE VENTILATION AND FRESH AIR INTAKE FOR COMBUSTION AIR. HOT WATER SHALL BE PROVIDED BY A GAS FIRED HIGH EFFICIENCY WATER HEATER PER ENERGY CODE CALCULATIONS ON SHEET A-6.1 GLAZING U-VALUES ALL WINDOWS /GLAZING SHALL HAVE A U-VALUE OF 0.28 WASHINGTON STATE ENERGY CODE SEE SHEET A-6.1 FOR CALCULATIONS AND ENERGY CODE OPTIONS SELECTED FOR THIS RESIDENCE AIR LEAKAGE TESTING REFER TO SHEET A-2.3 FOR NOTES ON AIR BARRIER /AIR INFILTRATION. AIR LEAKAGE TESTING SHALL BE PERFORMED PER WASHINGTON STATE ENERGY CODE SECTION R402.4 DUCT TESTING DUCT TESTING SHALL BE PERFORMED PER WASHINGTON STATE ENERGY CODE SECTION R403.3 City Of Edmonds Building Department Work NEW SFR Address Owner Approved Date 7/06/2020 Building Official Permit Number BLD2020-0250 FIRE PROTECTION SYSTEM THIS RESIDENCE IS NOT REQUIRED TO BE FIRE SPRINKLERED. INSULATION DATA /ENERGY CODE REQUIREMENTS INSULATION VALUES DETERMINED BY PRESCRIPTIVE APPROACH PER 2015 WASHINGTON ENERGY CODE. THIS HOUSE WILL BE HEATED WITH GAS FIRED FURNACE PROVIDING WARM AIR THROUGH METAL DUCTS TO VENTS AND HAS A THERMOSTAT FOR TEMPERATURE CONTROL. REFER TO THE ENERGY CODE CALCULATIONS FOR REQUIRED INSULATION VALUES. CONSTRUCTION EROSION CONTROL CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY BUILDING DEPARTMENT PRIOR TO ANY EARTH DISTURBANCE. CALL BUILDING DEPARTMENT TO SCHEDULE AN INSPECTION APPOINTMENT FOR THIS ITEM. ADDRESS SIGNAGE TEMPORARY ADDRESSING OF THE RESIDENTIAL UNITS SHALL BE CLEARLY VISIBLE FROM THE PUBLIC RIGHT OF WAY PRIOR TO CONSTRUCTION OF COMBUSTIBLE MATERIALS. PERMANENT ADDRESSING OF THE RESIDENTIAL UNIT SHALL BE CLEARLY VISIBLE FROM THE PUBLIC RIGHT OF WAY ON PRIOR TO CERTIFICATE OF OCCUPANCY. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. SUBMITTALS THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER, AND/OR LOCAL JURISDICTIONS FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. THE ITEMS OUTLINED BELOW ARE NOT NTENDED TO BEAN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO SERVE AS A BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. 1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. A. HVAC EQUIPMENT AND DUCTING B. RECESSED AND SEMI -RECESSED LIGHTING C. ALL EXHAUST FANS AND DUCTING D. BATH TUB AND SHOWER ENCLOSURES E. RECEPTACLE BOXES (I.E., T.V., TELEPHONE, ELECTRICAL, PLUMBING) 2. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. A. GAS UTILITY B. TELEPHONE UTILITY C. CABLE T.V. UTILITY D. POWER UTILITY E. TRASH SERVICE F. LOCAL UTILITY DISTRICT FOR: 1. SANITARY SEWER 2. WATER SUPPLY 4. THE FOLLOWING ITEMS SHALL BE DESIGN/BUILD SYSTEMS. AND SHALL BE APPLIED FOR BY THE CONTRACTOR AT A LATER DATE. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER, WHICH COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS. 1. BUILDING ELECTRICAL 2. PLUMBING SYSTEM 3. MECHANICAL /HEATING SYSTEM ARCHITECTURAL A-1.1 PROJECT DATA, SITE PLAN &COVER SHEET NOTES A�1�2, �---� �-�PROJEC� GENERA�NOTES �, -- i A-1.3 THIS SHEET WAS DELETED. SEE CIVIL ENGINEERS SITE, PLAN A-1 4'�'� 3-G MASSING VIEWS 1�`�"`- A-2.1 BASEMENT FLOOR PLAN A-2.2 LEVEL 1 FLOOR PLAN A-2.3 LEVEL 2 FLOOR PLAN A-2.4 ROOF PLAN A-2.5 LEVEL 1 &BASEMENT LIGHTING PLAN A-2.6 LEVEL 2 LIGHTING PLAN A-3.1 EXTERIOR BUILDING ELEVATIONS -SOUTH &EAST A-3.2 EXTERIOR BUILDING ELEVATIONS -NORTH &WEST A-4.1 NORTH BUILDING SECTION &NOTES A-4.2 SOUTH BUILDING SECTION &NOTES A-4.3 ENTY PORCH SECTION &PORCH COLUMN PLAN A-4.4 LEVEL 2 PORCH SECTION DETAILS &INTERIOR DETAILS A-5.1 DOOR &WINDOW SCHEDULE, DETAILS &LEGENDS A-6.1 WASHINGTON STATE ENERGY CODE CALC'S. PLEASE SEE STRUCTURAL DRAWINGS FOR LIST OF STRUCTURAL DWGS. AREA CALCULATIONS BUILDING AREA CALCULATIONS LEVEL 1 FLOOR AREA (HEATED) LEVEL 2 FLOOR AREA (HEATED) BASEMENT FLOOR AREA (HTD) TOTAL FLOOR AREA (HEATED) ENTRY PORCH DINING /KITCHEN PORCH BASEMENT PATIO SITE AREA CALCULATIONS LOT SIZE FOOTPRINT LOT COVERAGE 1168 S.F. 1108 S^F. 764 S.F. 226 S.F. 141 S.F. 163 S.F. 11,731 S.F 2299 S.F. 19.6% IMPERVIOUS AREA CALCULATIONS COVERED ROOF AREA 2616 S.F. SIDEWALKS, DRIVEWAY 733 S.F. TOTAL IMPERVIOUS AREA 3349 S.F. Project Site 20018 83rd Ave W { p L1,MrCC Qt = ,152A 5z4 � b �. �. �Qth �t Svc Gaspers St z°°rn sc �� A zUlSeh s[ sw z `m � 2flOZEi 83rd � A'fe W 52A � ��nnno;vns �Pu y � st -t _ Main St. ,Main SL �� .� � q � Dayton St yQS� � � � � Memorial � e � Alder St :�-w;;b:.�. �,:PRfk ! � 'Walnuts[ � v � tedarst fl �� w- � � y S °�tlofn � m taa r:, � �, � �`ay ro � � fC � p { !'F � '-^ Pine St. � � 21$th 5[ 5w 3 �� a n � 297th St S'+'� � � 0 - � F � q � Fir $C � � � 218tF� 54 SW � `n 218Ch Si SW � a a y dW .� SITE LOCATION MAP PROJECT TEAM OWNER SIMON &MARNE EVANS 20020 83rd Ave. W., EDMONDS, WA 98026 Tel: �� Fax: Contact: SIMON EVANS ARCHITECT CARL J. COLSON -ARCHITECT PLLC 23623 20TH AVE W. BOTHELL, WA 98021 Tel: (425) 806-3703 Fax: - Contact: CARL COLSON w �� oDtFI st � -Project Site y 20018 � � 83rd '�� Ave W 2DD20 $3rsl •;: rove YID AREA VICINITY MAP STRUCTURAL ENGINEER SIDESWAY ENGINEERING 20305 87th AVE. W EDMONDS, WA 98020 Tel: (425) 673-4160 Fax: Contact: CHRIS BERNARDS, P.E. / S.E. CIVIL ENGINEER WESTERN ENGINEERS, INC. 9740 EVERGREEN WAY EVERETT, WA 98204 Tel: (425) 356-2700 Fax: . Contact: JESSE JARRELL RESUB Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W �+ Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence Probe t Address 20018 83rd Ave. W., Edmonds, WA 98026 New SFR at 20018 83rd Ave. W (Lot 1 of PLN20180037) City of Edmonds Permit #: BLD2020-0250 Project Client Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Sheet Title Cover Sheet Pro' a ct D ata l 7543 REGISTERE ARCHITECT ��` ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 16-15-2020 I Add Window /Permit Revisions DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all AppYOUCG� and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson -Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson -Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson -Architect PLLC. Copyright Carl J. Colson -PLLC, 2019. All rights reserved. Project Number Sheet Issue Date � 03/13/13 • Drawn By Author Cover Sheet -Project Data Scale As indicated Sheet Plot Dat�/14/2020 7:31:53 PM www.CarlColsonArchitect.com GENERAL NOTES FIRE SAFETY ISSUES CASEWORK, PRESSURE TREATED WOOD, &FINISHES 1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE 1. FIRE BLOCKING SHALL BE REQUIRED AT ALL LOCATIONS REQUIRED BY THE 2015 1. ALL PAINT AND LIKE FINISHES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DRAWINGS. INTERNATIONAL RESIDENTIAL BUILDING CODE. RECOMMENDATIONS. 2. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2015 2. ALL BEDROOMS SHALL HAVE WINDOWS THAT COMPLY WITH 2O15 INTERNATIONAL 2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT ALL LOCATIONS INTERNATIONAAL RESIDENTIAL BUILDING CODE. RESIDENTIAL BUILDING CODE EGRESS REQUIREMENTS. REFER TO WINDOW SCHEDULE WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES TO OWNER FOR 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD CARL J. COLSON -ARCHITECT FOR ALL WINDOW SIZES AND EGRESS REQUIREMENTS. APPROVAL. PLLC AND THEIR CONSULTANTS HARMLESS FOR INJURY OR DEATH TO PERSONS 3. ALL NEW BEDROOMS (AND AREAS ADJACENT TO BEDROOM ENTRY) SHALL HAVE 3. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURERS RECOMMENDATIONS TO PROVIDE OR FOR DAMAGE TO PROPERTY CAUSED BY THE CONTRACTOR, HIS AGENTS, SMOKE DETECTORS (W/ BATTERY BACKUP) HARDWIRED INTO THE ELECTRICAL LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. Carl J. COISOri -Architect EMPLOYEES OR SUBCONTRACTORS. SYSTEM. 4. ALL FLOORING MATERIALS TO BE LIGHT WEIGHT. CERAMIC TILE SHALL BE THIN -SET TYPE. 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT 4. OCCUPANCY SEPARATION WALLS ARE REQUIRED IN THIS PROJECT BETWEEN THE PLLC WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. LIVING SPACE AND ATTACHED GARAGE AT EACH RESIDENTIAL UNIT. CASEWORK &MILLWORK 5. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS SHALL BE 5. NO AREA SEPARATION WALLS ARE REQUIRED IN THIS PROJECT. CONTRACTOR NOTE: THE FLOOR PLANS SHOW KITCHEN AND BATH CABINETS IN FLOOR PLANS ONLY. 23623 2Oth AVe. W CORRECTED BY THE SUBCONTRACTOR AT NO EXPENSE TO THE OWNER OR CARL 6. CONSTRUCTION TYPE: TYPE V-B. CONTRACTOR SHALL COORDINATE SELECTION OF CABINET MANUFACTURER AND TYPE WITH HOME J. COLSON -ARCHITECT PLLC. 7. ADDRESSES SHALL BE POSTED ON THE BUILDING AS REQUIRED BY THE 2015 OWNER. Bothell, WA 98021 6. ONLY APPROVED "PERMIT SET" MARKED DRAWINGS INCORPORATING ALL INTERNATIONAL RESIDENTIAL BUILDING CODE AND APPLICABLE FIRE SAFETY CODE. 1. ALL MILLWORK (WOODWORK AND CABINETRY) SPECIFIED ON THESE DRAWINGS SHALL BE ADDENDA AND DIMENSIONAL CLARIFICATIONS SHALL BE USED DURING THE 8. ALL REQUIRED FIRE RATED DOORS SHALL BEAR A LABEL FROM A RECOGNIZED FURNISHED AND INSTALLED BY THE MILLWORK CONTRACTOR UNLESS NOTED OTHERWISE. 425-806-3%O3 EXECUTION OF THE WORK. AGENCY. 2. THE MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FINISHES FOR ALL WWWCaT1COlSOTlATChlteCt.COm 7. ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (W/ EXCEPTION 9. THIS RESIDENCE IS NOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM MILLWORK IN HIS SHOP. DO NOT APPLY FINISH COATS IN FIELD. OF SPECIFIC FINISH COLORS AND FLOORING) ARE INTENDED TO BE ON AN "OR 3. ALL MATERIALS AND WORKMANSHIP MUST BE EQUAL IN ALL RESPECTS TO THE STANDARDS SET Commercial &Residential EQUAL" BASIS. ANY PROPOSED SUBSTITUTIONS MUST BE SUBMITTED TO CARL J. MOISTURE CONTROL FORTH IN THE ARCHITECTURAL WOODWORKING INSTITUTE (A.W.I.). MOST CURRENT EDITION COLSON -ARCHITECT PLLC OR OWNER IN WRITING FOR APPROVAL WITHOUT PUBLISHED BY THE A.W.I. AND THE STANDARDS SET BY THE OWNER /CONTRACTOR. ATChlteCtUre DELAY OF SCHEDULE. 1. ALL INTERIOR FACE OF EXTERIOR WALLS AND CEILINGS SHALL BE PAINTED WITH A 4. PLYWOOD SHALL PER THE GRADE AND TRADEMARK IDENTIFICATION OF THE AMERICAN PLYWOOD 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS AND P.V.A. PAINT TO MINIMIZE MOISTURE PENETRATION OF EXTERIOR WALLS OR CEILING ASSOCIATION (APA). COORDINATION OF SUBCONTRACTORS' WORK TO SECURE COMPLIANCE WITH INSULATION SPACE, 5. PARTICLEBOARD BACKING SHALL BE PERMITTED IN AREAS OF THE CASEWORK THAT ARE NOT Evans Residence DRAWINGS AND SPECIFICATIONS. THIS INCLUDES THE ACCURATE LOCATION OF 2. WALLS: INSERT STAPLED BATTS WITH A PERM RATING EQUAL TO OR LESS THAN 1.0 VISIBLE. STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, MAY BE INSTALLED IF STAPLES ARE PLACED MAXIMUM 8" O.C. AND GAPS BETWEEN 6. PROVIDE CUT-OUTS IN MILLWORK AS REQUIRED FOR ALL ELECTRICAL ITEMS. VERIFY ALL Proje t Addre s AND MISCELLANEOUS EQUIPMENT. THE FACING AND FRAMING DO NOT EXCEED 1/16". REQUIREMENTS PRIOR TO FABRICATION. 20018 83rd Ave. W., 9. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING 3. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, 7. FIT AND SECURE CABINET HARDWARE PER MANUFACTURER'S PRINTED INSTRUCTIONS. EXERCISE THE BUILDING CLEAN. ALL WINDOWS AND GLASS SHALL BE WASHED, ALL CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE: EXTERIOR CAUTION NOT TO INJURE OR MAR SURFACES. REPAIR ANY AND ALL DAMAGED SURFACES TO LIKE- EdmOndS WA 98026 CARPETS SHALL BE CLEANED (AS NECESSARY) AND VACUUMED. ALL FLOORS JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND NEW CONDITION. � SHALL BE CLEANED AND SWEPT. CONTRACTOR SHALL REPAIR OR REPLACE ANY FOUNDATION, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS: OPENINGS 8. ALL MILLWORK ELECTRICAL MATERIAL, WORKMANSHIP, AND INSTALLATIONS SHALL BE IN DAMAGED ITEMS PRIOR TO FINAL INSPECTION. AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF. CONFORMANCE WITH APPLICABLE LOCAL, STATE, AND NATIONAL ORDINANCES AND CODES. ALL New SFR at 20018 83rdAve. W (Lot 1 of 4. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM MATERIAL AND FIXTURES TO BE U.L. APPROVED. PLN20180037) BUILDING CODE NOTES THE BUILDING ENVELOPE. MANUFACTURED WINDOWS SHALL HAVE AIR INFILTRATION 9. THE GENERAL CONTRACTOR SHALL FURNISH ALL NECESSARY WOOD BLOCKING FOR A COMPLETE RATES NO GREATER THAN 0.5 CFM. AND SECURE INSTALLATION. City of Edmonds Permit #: BLD2020-0250 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK �j\ IN ACCORDANCE WITH THE APPLICABLE SAFETY CODES. ELECTRICAL /MECHANICAL /PLUMBING WATERPROOFING CONSTRUCTION NOTES Project Client 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND FEES. THIS ENTIRE SET OF ARCHITECTURAL DRAWINGS IS PREPARED AS A PERMIT SET OF DRAWINGS Marne &Simon Evans 3. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE DESIGN -BUILD AND SHALL 1. HEATING WILL BE PROVIDED BY A GAS FURNACE TO BE LOCATED IN INSULATED ONLY FOR THE OWNER AND BUILDER FOR THIS PROJECT ONLY. ALL DETAILS AND DRAWINGS SHOWN 20020 83rd Ave. W. BE UNDER SEPARATE PERMITS TO BE OBTAINED BY THE CONTRACTOR. MECHANICAL ROOM. HOT WATER WILL BE PROVIDED BY A GAS FIRED WATER HEATER ARE FOR PERMIT PURPOSES ONLY AND DO NOT CONSTITUTE THE FULL SET OF DETAILS REQUIRED 4. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND LOCATED IN MECHANICAL ROOM. GENERAL CONTRACTOR AND MECHANICAL TO CONSTRUCT THIS PROJECT. THE BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING Edmonds, WA 98026 ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS SUBCONTRACTOR SHALL REVIEW FURNACE AND WATER HEATER LOCATION AND CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT A WEATHERTIGHT, DURABLE BUILDING. OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE DETERMINE ROUTE FOR EXHAUST FLUE PRIOR TO FRAMING OF BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING, AND WATERPROOFING DETAILS AND CONSTRUCTION Sheet Title REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES MECHANICAL SUBCONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE BUILDER, AND SHALL GOVERN. NOTIFY THE ARCHITECT OF ANY AND ALL CONFLICTS IN WRITING. APPLICABLE BUILDING DEPARTMENT FOR APPROVAL AND PERMIT PRIOR TO THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE General Notes 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED BY CONSTRUCTION. GENERAL CONTRACTOR AND MECHANICAL SUBCONTRACTOR SHALL REQUIREMENTS, AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. CODE. REVIEW ALL DRAWINGS PRIOR TO CONSTRUCTION TO BEST DETERMINE ROUTING OF PER WASHINGTON STATE LAW, THE TOWNHOUSE UNITS REQUIRE THE DESIGN AND INSPECTION ALL NEW DUCTWORK AND VENT LOCATIONS. SERVICES OF A BUILDING ENCLOSURE DESIGNER TO DESIGN ALL FLASHING AND WATERPROOFING DIMENSIONS AND FRAMING NOTES 2. ALL PLUMBING FIXTURES SHALL COMPLY WITH FLOW RATES AS REQUIRED BY THE DETAILS AND INSPECTION OF THESE ITEMS. CONTRACTOR SHALL COORDINATE ALL TOWNHOUSE APPLICABLE WASHINGTON STATE PLUMBING CODE. THE REDUCED FLOW FIXTURE BUILDING ENCLOSURE DETAILS WITH BUILDING ENCLOSURE DESIGN FIRM. 1. ALL DIMENSIONS SHOWN ON THE DRAWINGS RELATIVE TO EXISTING RATES ESTABLISHED BY THE WASHINGTON STATE ENERGY CODE SHALL NOT APPLY, CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT UNLESS NOTED AS AN ENERGY CREDIT OPTION ON SHEET A-6.1 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WEATHERTIGHT BUILDING GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING 3. PROVIDE LAUNDRY ROOM WITH MECHANICAL VENTILATING SYSTEMS AS SHOWN (5 INCLUDING ALL NECESSARY SEALANT AND FLASHINGS IN ACCORDANCE WITH INDUSTRY CONDITIONS AND DIMENSIONS AND SHALL NOTIFY CARL J. COLSON -ARCHITECT AIR CHANGES PER HOUR PER WASHINGTON STATE ENERGY CODE). STANDARDS, WHETHER DETAILED SPECIFICALLY IN THESE DRAWINGS OR NOT. %543 PLLC OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE 4. ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE AS DEFINED REGISTERE DESIGN PRIOR TO PROCEEDING WITH THE WORK. BY WAC STANDARDS 51-16-060. 1. EXTERIOR DOORS, WINDOWS, VENTS, CORRIDOR OPENINGS: ARCHITECT 2. DO NOT SCALE THE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS 5. ALL ELECTRICAL TRIM TO BE COLOR SELECTED BY OWNER. THE CONTRACTOR SHALL SEAL AROUND ALL EXTERIOR WINDOWS, DOORS, VENTS AND OTHER SUCH AND FIELD CONDITIONS PRIOR TO COMMENCING THE WORK. THE CONTRACTOR 6. CLOTHES DRYER MOISTURE EXHAUST VENTS SHALL COMPLY WITH PENETRATIONS WITH A CONTINUOUS BEAD OF CAULKING TO PROVIDE FOR AWEATHER-TIGHT G�'"c , SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MANUFACTURER'S REQUIREMENTS FOR MAXIMUM HORIZONTAL AND VERTICAL STRUCTURE. IN ADDITION, ALL EXTERIOR OPENINGS (WINDOWS, DOORS, VENTS, CORRIDOR CARL J. COLSON MEASUREMENTS. NOTIFY CARL J. COLSON -ARCHITECT PLLC IF ANY LENGTHS AND AS PER UNIFORM MECHANICAL CODE. OPENINGS) SHALL BE FLASHED WITH A FLASHING MEMBRANE AS SHOWN ON THE WINDOW DETAIL SATE OF WASHINGTO DISCREPANCIES ARE FOUND. 7. ALL INTERIOR PLUMBING WALLS SHALL BE INSULATED FOR SOUND CONTROL. SHEET. USE METAL HEAD FLASHING ABOVE ALL EXTERIOR DOORS AND WINDOWS. FURNISH AND 3. ALL INTERIOR FRAMED WALL DIMENSIONS ARE SHOWN TO FACE OF STUD, INSTALL FLASHINGS IN ACCORDANCE WITH SMACNA STANDARDS. UNLESS NOTED OTHERWISE. DIMENSIONS TO THE EXTERIOR SIDE OF WOOD MATERIALS 2. SEE SHEET A-4.1 CONSTRUCTION ASSEMBLY NOTES FOR INFORMATION ON BASEMENT WALL ISSUED FOR PERMIT 1-21-2020 FRAMED WALLS ARE TO THE FACE OF STUD. SEE NOTE SECTION "MOLD CONTROL" FOR INFORMATION ON GYPSUM BOARD WATERPROOFING. 4. OFFSET STUDS WHERE REQUIRED TO MAKE STRAIGHT AND CONTINUOUS WALL PRODUCTS. Document Set Type: PLANES, ESPECIALLY AT FLOOR OPENINGS. ALL PARTITIONS AND WALLS SHALL 1. SHOWER /TUB UNITS SHALL BE AS SPECIFIED ON DRAWINGS. COORDINATE THIS PRESSURE TREATED WOOD /STRUCTURAL FASTENERS EXTEND FULL HEIGHT TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. ITEM PRIOR TO PROVIDING BID PRICE. EFFECTIVE DEC. 31, 2003, THE PRESSURE TREATED WOOD INDUSTRY VOLUNTARILY TRANSITIONED 5. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR 2. ALL GYPSUM WALLBOARD IN BATHROOMS SHALL BE WATER RESISTANT. FROM CHROMATED COPPER ARSENATE (CCA-C) USED IN RESIDENTIAL CONSTRUCTION TO Revision Schedule MECHANICAL AND ELECTRICAL EQUIPMENT WITH THE RESPECTIVE 3. ALL WEATHER EXPOSED SURFACES SHALL HAVE AWEATHER-RESISTANT BARRIER ALTERNATIVE TREATMENTS. ANY PRESSURE TREATED WOOD SPECIFIED FOR THIS PROJECT SHALL Rev. SUBCONTRACTORS PRIOR TO CONSTRUCTION. (AS INDICATED ON SHEET A-4.1) INSTALLED BEHIND EXTERIOR SIDING TO PROTECT NOT CONTAIN CCA-C IN THE PRESERVATIVE PROCESS. "TESTING # Date Description 6. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT, INTERIOR WALL MATERIALS. SEE SECTION DRAWINGS FOR ADDITIONAL INFORMATION. ACCORDING TO SIMPSON STRONGTIES WEBSITE, HAS SHOWN THAT CERTAIN DOORS, AND WINDOWS. UCTIO REPLACEMENT ALTERNATIVE TREATMENTS ARE GENERALLY MORE CORROSIVE THAN CCA-C". AS A 1 6-15-2020 Add Window/ Permit Revisions 7. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, 4. WOOD SUPPORTS IN CONTACT WITH SOIL OR MASONRY OR LOCATED NEARER THAN RESULT OF THESE ALTERNATIVE METHODS OF TREATMENT, THE NON CCA-C TREATED WOOD IS OR DETAILS SHALL BE 5" FROM FACE OF STUD TO EDGE OF DOOR OPENING. 6" TO SOIL SHALL BE PRESSURE TREATED WOOD. SEE NOTES FOR PRESSURE MORE CORROSIVE TO METAL HANGERS AND FASTENERS. REFER TO SIMPSON STRUCTURAL 8. FINISH FLOOR ELEVATION REFERS TO TOP OF CONCRETE SLAB OR TOP OF TREATED WOOD AND FASTENERS REQUIREMENTS ON THIS PAGE. HANGERS WEBSITE FOR TECHNICAL BULLETIN. (wwwSTRONGTIE.COM (SIMPSON'S WEBSITE), GO TO PLYWOOD FLOOR DECK. 5. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION IS "CORROSION INFORMATION" THEN "PRESSURE TREATED WOOD TECH BULLETIN".) . REFER TO 9. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE INSTALLED. SIMPSON'S WEBPAGE "wwwSTRONGTIE.COM/PRODUCTUSE/SELECTION-GUIDE.HTML" FOR PRODUCT COMPLETELY PROVIDED AS IF DRAWN IN FULL. CROSS REFERENCES SHOWN ON 6. WHEN INSTALLED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM USE SELECTION GUIDE. DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES REFER TO SIMPSONS WEBSITE FOR REQUIREMENTS FOR NAILS, BOLTS, AND HANGERS USED WITH DRAWING USE NOTIFICATION LIMIT APPLICATION OF ANY DRAWING OR DETAIL. THEY MAY APPLY TO OTHER WHICH ARE PERPENDICULAR TO THE FRAMING. PRESSURE TREATED WOOD. STANDARD HOT DIPPED GALVANIZED EASTERNERS, BOLTS, AND NAILS SAME OR SIMILAR CONDITIONS NOT REFERENCED. 7. ALL FLOORING MATERIAL (CARPET, TILE, VINYL), WALL TILE, AND PAINT FINISHES MAY NOT ACCEPTABLE WITH THE NEW TYPES OF PRESSURE TREATED WOODS (ACCORDING TO This set of drawings is being issuedasaProgressorPermitsetofDrawings 10. KITCHEN LAYOUT IS SCHEMATIC ONLY. COORDINATE KITCHEN LAYOUT WITH SHALL BE SELECTED BY HOME OWNER. CONTRACTOR SHALL COORDINATE SELECTION SIMPSON'S WEBSITE TECHNICAL PUBLICATIONS.). and is subject to change and adding of additional information and OWNER. CABINET STYLES AND MATERIALS SHALL BE SELECTED BY OWNER / OF THESE ITEMS WITH HOME OWNER. BUILDER /DEVELOPER SHALL BE RESPONSIBLE FOR VERIFYING WHICH FASTENERS ARE drawings as required by review of the Building Department in the CONTRACTOR. ACCEPTABLE FOR USE AND SHALL TAKE LIABILITY FOR PERFORMANCE OF FASTENERS OR jurisdiction where this project is located. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL HAZARDS (GUARDRAILS &SAFETY GLAZING CONNECTORS SELECTED AND USED ON THIS PROJECT. DO NOT USETH1sDRAwINGEORcoNSTRUCTIONUNLEssTHIs BLOCKING AND BRACING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. ANY REFERENCES ON STRUCTURAL DRAWINGS FOR THIS PROJECT TO PRESSURE TREATED WOOD DRAwINGHASABUILDINGDEPARTMENT°APPRoyED°sTAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF 12. ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT 1. GUARDRAILS SHALL BE NO LESS THAN 36 INCHES IN HEIGHT. INTERMEDIATE SHALL DEFER TO THE REQUIREMENTS LISTED ABOVE. THE PERMITREVIEwPRocEss. IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009 SEATTLE RESIDENTIAL RAILINGS ARE REQUIRED AND ARE TO BE ARRANGED SO THAT A 4-INCH SPHERE Do not use this drawing for Bidding or Estimating Purposes unless BUILDING CODE AND STATE OF WASHINGTON BUILDING CODE AND ALL CANNOT PASS THROUGH. MOLD CONTROL authorized by Client. During Construction Phase, the Clients General APPLICABLE SEISMIC REQUIREMENTS. 2. SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS, AND TUB OR SHOWER PROPER STORAGE AND HANDLING OF BUILDING PRODUCTS HELPS PREVENT MOLD Contractor(Builder)orDeveloper shall be responsible for ensuring that all ENCLOSURES. ANY GLAZING WITHIN A DOOR OPENING AND WITHIN 60 INCHES OF THE KEEP STOCKS OF LUMBER, PLYWOOD, ORIENTED -STRAND BOARD (OSB), DRYWALL, AND OTHER Construction Personnel of the General Contractor and all subcontractors ARCHITECTURAL SITE NOTES FLOOR SHALL BE SAFETY GLAZING. FIXED GLAZING GREATER THAN 9 SQUARE FEET IN POROUS MATERIALS IN A DRY, COVERED STORAGE AREA. IF THE STOCKPILES ARE OUT IN THE OPEN, are Supplied with allappYOUCG�andmostcurrentdocuments. AREA AND WITHIN 18 INCHES OF THE FLOOR IS TO BE SAFETY GLAZING. REFER TO AND IT LOOKS LIKE IT MIGHT RAIN, COVER THE MATERIALS WITH A GOOD TARP, ANCHORED DOWN ARCHITECTURAL COPYRIGHT 1. REFER TO SURVEY IF SURVEY WAS COMPLETED FOR THIS PROJECT AND/OR 2009 INTERNATIONAL RESIDENTIAL BUILDING CODE FOR ADDITIONAL AREAS OF SO THAT THE WIND DOES NOT BLOW IT OFF. WHEN THE MATERIALS ARE NEEDED, REMOVE THEM ( ) This sheet of drawings may not be reproduced in any form without prior CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION FOR SAFETY GLAZING. FROM BENEATH THE COVER WITHOUT ALLOWING THE REMAINDER TO GET WET OR DAMP.BEFORE approval of Carl).Colson-Architect PLLC. EXISTING CONDITIONS. INSTALLING THE MATERIALS, INSPECT CAREFULLY FOR WATER DAMAGE, STAINING, WARPING, OR These document, the ideas, and designs incorporated herein as an 2. VERIFY ALL UNDERGROUND UTILITIES AND SITE GRADES PRIOR TO INDOOR AIR QUALITY NOTES INITIAL SIGNS OF MOLD GROWTH. SUCH SIGNS MIGHT BE VISIBLE PATCHES OF MOLD, OR MUSTY instrument of service shall remain the property of Carl].Colson-Architect CONSTRUCTION. ODORS ASSOCIATED WITH MOLD OR MILDEW. DISCARD ANY SUCH MATERIALS IMMEDIATELY.INSTALL PLLC and are solely for the use on this project only. These files, drawings, 3. COORDINATE PROPERTY CORNERS WITH SURVEYOR. 1. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL A ROOF OR COVER THE NEW CONSTRUCTION AS SOON AS PRACTICAL. ideas, or designs may not betramsmittedelectronicallywithoutexpress permission of Architect. They are not be used by the client or any other 4. CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/ HERSELF OF THE BE REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND party or entity on other projects, in whole or part, or as an extension to this EXISTING CONDITIONS AND SEQUENCE PRIOR TO ANY CLEARING OR DEMOLITION OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. DRYING WOOD CONSTRUCTION PRIOR TO INSULATION OR DRYWALL INSTALLATION project except by agreement in writing with appropriate financial WORK. BATHROOM EXHAUST FANS AT 75 CFM, KITCHEN EXHAUST FANS AT 100 CFM. WHEN THE BUILDING FRAME IS COMPLET AND EXTERIOR SIDING IS INSTALLED, CONTRACTOR SHALL compenSationtoCarlJ.Colson-Architect PLLC. Copyright CarlJ.Colson-PLL,C,2o19. All cO 5. VERIFY ALL TOP OF SLAB ELEVATIONS AT ALL BUILDING AND PROPERTY LINES. LAUNDRY EXHAUST FANS AT 100 CFM. USE APIN-TYPE MOISTURE METER TO VERIFY MOISTURE CONTENT IN WOOD FRAMING, FLOOR rights reserved. Project Number 6. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND 2. A WHOLE HOUSE FAN W/TIMER (100 CFM MIN., 1.5 SOMES) WILL BE LOCATED IN THE SHEATHING, WALL SHEATHING, AND ROOF SHEATHING. ELECTRICAL PADS AND BASE, ALONG WITH POWER, WATER AND / OR DRAINAGE LAUNDRY ROOM AT THE FIRST FLOOR. MOISTURE CONTENT OF ALL WOOD MEMBERS AND SHEATHING SHALL BE 15% OR LESS. IF THE INSTALLATIONS BEFORE PROCEEDING WITH THE WORK. 3. VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. MOISTURE CONTENT IS HIGHER, CONTRACTOR SHALL USE A COMBINATION OF HIGH VOLUME FANS .. SheetlssueDate AND DEHUMIDIFIERS TO THOROUGHLY DRY THE WOOD FRAMING AND SHEATHING PRIOR TO ANY 04/17/13 • INSTALLATION OF INSULATION OR DRYWALL. THIS SHOULD BE DONE TO HELP MINIMIZE Alf ESU B Drawn By MOISTURE DAMAGE TO INTERIOR OF WOOD FRAMING SURFACES OR SHEATHING. Author General Notes Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sheet Plot Dat�/14/2020 7:33:25 PM Scale 12" = 1 �-0" www.CarlColsonArchitect.com ��' r '�a�i�' �r .�1� , I!� �a� \�� +i �I iii��ii�' ,� �` 1� I� �'® � III �� 7 __-- - __ � � — �� ii � � i� I��II G � � � �C � i � �� i ��' ��- � -_11 �Il��ll � , nnJl ■ice , = ,�' _ �I�� ■� �Pllf :,�.�,,: