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APPROVED BLD PLN-BLD2020-0250 Architectural Drawings 6-15-20 (2)Evans 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 :,�.�,,: HEATED LIVING SPACE 1' - 3" 19' -1 1 /4" � RIPPED PRESSURE TREATED ANCHOR PLATE 10' - 3" 8'-101/4" i TO EXTEND FULL WIDTH OF FOUNDATION � WALL. BRUSH PRESERVATIVE SEALANT ON SIDES AND ENDS OF CUT ANCHOR PLATE NOTE: THIS RAISED FOUNDATION WALL OCCURS (�; �yLJ/ �r,� - - - �LJf i ONLY AT PORCH AREAS. SEE ARCHITECTURAL FOUNDATION PLAN ON SHEET A-2.1 FOR - r \----------------------- J '- y LJ / � �� I � � LOCATIONS OF RAISED FOUNDATION WALLS LEVEL 1 : ELEV. 0'- 0" = � i � ; Carl J. Colson -Architect 23'-5" I � � (SEE SITE PLAN FOR � I r; l � ACTUAL ELEVATION) 12 0 11 5 14 1 i i M i � CRAWL SPACE VENTS (w11NSECT PLLC � � � TOP OF CONC. WALL : � r�� _ _ _ _ � L J / i 1' -i 3" 10' - 3" 12' - 7" i SCREENS) IN CONCRETE FOUNDATION 6' - 31/4" i WALLS 23623 20th Ave. W N / ELEV. (-) 0'-2 ,/4" . , , , VENTS SHALL BE 8" X 16". VENTS TO N it I ° I _ o � i BE INSTALLED IN CONCRETE Bothell WA 98021 i _a i FOUNDATION WALL AND SHALL HAVE i , I "° P.T. LEDGER BEAM °I -� : _ a - ;=a J _ ° "° - -, VENT I � GALVANIZED STEEL VENT WELLS � �� INSTALLED IN FINISH GRADE / 425-806-3703 ATTACHED TO I - � - °�_ a �° `:ri• �.-- I I INSTALL WEATHER RESISTIVE BARRIER - z - o � LJ TOPSOIL. FOUNDATION WALL - � '. I BETWEEN JOIST HANGER AND � � VENT r T i SEE CRAWLSPACE VENT CALC'S ON WWWCarlColsonArchitect.com PER STRUCTURAL - _ °° - -° I - DRAWINGS "�_ ° ., " �- ° FOUNDATION WALL PRIOR TO HANGING Unexcavated w o i THIS SHEET i a a a _ I °� a � - a - . I JOISTS z o Commercial &Residential I ° _ "° � :" ° ° BUILDING (Garage Slab Above) � � I i o BUILDING SEE FOUNDATION I 4^ _,�4<�-ao- ;a I SECTION FLOORJOISTS@THISAREAARE ; i SECTION Architecture PLANS FOR SHADED I `_ •. -- JOIST HANGERS HUNG FROM 1 GRAY SHADED FOUNDATION WALLS HAVE TOP OF TO BE ATTACHED TO SILL PLATE w/ o � 1 a WALL LOCATIONS FOR -� - - ANCHOR PLATE PER STRUCT. DWGS. — WALL ELEVATION 2-114" BELOW LEVEL 1 FLOOR SIDE MOUNTED JOIST HANGERS o _ — � i— AREAS OF RAISED d _ _ � a - " - FOUNDATION WALLS � I �' . - a -a �°� CONC. FOUNDATION WALL PER A-4.1 ELEVATION (TYP) (TYP). COORDINATE w/ STRUCTURAL DRAWINGS o o i A-4.1 r i ��1 a � e � d e � e � LOCATION OF PORCH COLUMNS. iiiL1JJ I � _ I . ° � a °" -' - ° " ° a STRUCTURAL DRAWINGS CRAWL SPACE STEP BOTTOM OF THIS WALL TO ALLOW FOR CRAWL SPACE CLEARANCE BELOW FURNACE DROPPED BEAM TO SUPPORT FLOOR JOISTS ABOVE. SEE i I i SEE LEVEL 1 FLOOR PLAN FOR ; LOCATION & DIMENSIONS OF Project Address aQ a _ DUCTS IN CRAWL SPACE. COORDINATE THIS ITEM W/ H.V.A.C. &FOUNDATION SUBCONTRACTOR STRUCTURAL DRAWINGS i COLUMNS. i SEE STRUCTURAL DRAWINGS 20018 83rd Ave. W., I FOR SIZE OF SUPPORT POST & ALLOW OPENING IN FLOOR FRAMING FOR ,-,.� CONCRETE FOOTING (TYP) Edmonds, WA 98026 DUCTWORK FROM FURNACE ABOVE. COORDINATE SUPPORT POST, FOOTINGS, VENT t 6' - 31/4" � L J 2 3/4" W/ H.V.A.C. &FRAMING SUBCONTRACTORS FLOOR FRAMING � FOUNDATION WALL DROPS @THIS AREA i SEE STRUCTURAL DRAWINGS FOR o �� i N 6 - 6 ' New SFR at 20018 83rd Ave. W (Lot 1 of 2030 SOLID DOOR (WI RIGID INSULATION ADHERED LOCATIONS OF ALL SUPPORT w HEATED LIVING SPACE TO BACK) FOR ACCESS TO CRAWL SPACE. DOOR POSTS &FOOTINGS FOR FLOOR °� PLN20180037) HEAD HEIGHT TO ALLOW FOR CLEARANCE OF FRAMING BEAMS @CRAWL SPACE. SEE STRUCTURAL � N VENT City of Edmonds Permit #: BLD2020-0250 � i TYPICAL EXTERIOR WALL CONSTRUCTION. SEE SHEET A-4.1 FOR NOTES HEATING SUPPLY DUCTS IN THIS AREA. EXCAVATE CRAWL SPACE @THIS CORNER TO DRAWINGS FOR SIZE OF SUPPORT ; �, FOUNDATION WALL T i ALLOW FOR CODE REQUIRED CLEARANCE BELOW POST &CONCRETE FOOTING TYP ( ) � STEP 2'-9"VERTICAL LANDSCAPE BLOCK RETAINING 1 Project Client � SEE SHEET A-4.1 FOR FLOOR ASSEMBLY � o �, " HVAC DUCTS _ _ Crawl Space o � FOUNDATION WALL �, � � � WALLS (TYP). SEE CIVIL STEP 3 0 VERTICAL � O° Marne & S1mon Evans INFORMATION � 5l8" TYPE X GYP. BD. @WALLS &CEILING OF r � 350 S.F. ENGINEERING GRADING PLAN. � LEVEL 1 : ELEV. 0'- 0" STORAGE BENEATH STAIRS � FURNACE � FOUNDATION WALL _ COORDINATE LOCATION OF 20020 83rd Ave. W. ( SEE SITE PLAN FOR 15' -1" r___, g� _ 4�� ABOVE � 15' - 2" STEP 1'-0"VERTICAL RETAINING WALLS w/ FOUNDATION WALL STEPS Edmonds, WA 98026 ACTUAL ELEVATION) � � LIJ i LOWER TOP OF FOUN .WALL 5' - 5" � L J _ 1 -0 11 3/4" �- -J T-41/4" — — _ - - - - d , � - - - - - "' Sheet Title = - ° N r 16'-2" � T Basement Plan ' ° LOWER TOP OF CONC. _ T `" - FOUNDATION WALL i i � N FOUND. WALL @THIS AREA SO THAT GARAGE 1/2 - 8 5 5 15' - 71/2" STEPS 8" EACH r r SLAB SITS ON TOP OF N i 2030 WALL @THIS AREA � Up 7 T @ 1Q° TV / Rec Room O 3'-101/2" M 5' � 10" Storage i J 1"GAP BETWEEN � 4" CONCRETE SLAB INSULATED 2 x 6 J = � FOUND. WALL &BACK 1�� 2668 `�' ON GRADE w/ R-10 FURRING WALL (wl � � - ° T z OF STUD @FURRING UP N '� N RIGID INSULATION WOOD CAP & � M N a °°- �- a- ° -"_ � " a � TOP OF CONC. WALL :ELEV. (-) 1'-2 1 /8" o =o WALLS (TYP) M � o UP � BELOW BASEMENT TRIM) ADJACENT � T TO RAISED °° 5 T 1 o SHADED WALLS ARE � M T ' SLAB FLOOR AREAS z FOUNDATION WALL o 7543 ' ° ° -a-;-" " ' o INSULATED (R-21) 2 x 3'-101/2" c, 4' 2" - 0 (TYP) O o REGISTERE a .- -°- _ °° "°" CONC. FOUNDATION WALL PER w 6 FURRING WALLS � ARCHITECT - ° STRUCTURAL DRAWINGS � ADJACENT TO � 3068 _ " � - CRAWL SPACE � FOUNDATION WALLS � o ///�,� ° _- (TYP) o� 2670 � GT'� , N r PAIR 3068 � T FREN H DOORS CARL J. COLSON � - `� DASHED LINES INDICATE WALLS OF � - SATE OF WASHINGTO 3' - 6" VENT PANTRY ABOVE. USE P.T. WOOD SILL - TO SIT ON GARAGE FLOOR SLAB @ 868 Wet ar N �— t- - - `4' � � � - - -, HOSE 4" 5'•= 8" _• SIBB; , �, _ � 41/2" 11; 71 1 M THIS AREA - - ISSUED FOR PERMIT 1-21-2020 i TYPICAL EXTERIOR WALL CONSTRUCTION. SEE - 4 Crawl Space 16o s.f. =� 10' - 0" . , • � SHEET A-4.1 FOR NOTES � - o Bath � WETBAR WI SINK, REF., Document Set Type: i ° 2030 SOLID DOOR (WI RIGID � MICROWAVE. COORDINATE _ BUILDING INSULATION ADHERED TO BACK) LOCATIONS W/OWNER & •1 � _, BUILDING GARAGE SECTION 4 FOR ACCESS TO CRAWL SPACE. CABINET DESIGNER B 0 � - SECTION Revision Schedule - 2030 2668 LEVEL 1 : ELEV. 0'- 0" � 1 SUPPORT POST, FOOTINGS, Guest Bedroom = `r � _ o' 1 ` Patio- — Rev. i i (SEE SITE PLAN FOR T A-4.2 FLOOR FRAMING SEE STRUCTURAL DRAWINGS FOR - 0 � � �` _• �' o A-4.2 � _ � �` Date Description � ACTUAL ELEVATION) I LOCATIONS OF ALL SUPPORT � 0 � r � i I POSTS &FOOTINGS FOR FLOOR `� r 1 6-15-2020 Add Window /Permit Revisions — — — — — � VET FRAMING BEAMS @CRAWL i i EXTEND SIDING BELOW THIS WALL @ SPACE. SEE STRUCTURAL SHADED WALLS ARE o i _ NORTH EDGE OF GARAGE -SEE DRAWINGS FOR SIZE OF SUPPORT \, INSULATED (R-21) 2 x 6 _ - ' �'' r � _ - - - • - _ _ _ _ °T FOUNDATION PLAN FOR LOCATIONS o POST &CONCRETE FOOTING (TYP) 1" � �, FURRING WALLS ADJACENT N - - � -`� - - - - LOCATION OF PORCH COLUMNS. i i r CONC. FOUNDATION WALL PER T - �,, 8' -10" TO FOUNDATION WALLS (TYP) - - T ;• - - � _ . _ _ _ - - -' I SEE LEVEL 1 FLOOR PLAN FOR • T LOCATION & DIMENSIONS OF i i STRUCTURAL DRAWINGS VENT - - - - "' COLUMNS. TOP OF CONC. WALL :ELEV. (-) 1'-2 1/4" - ° d °" - � S . - _ _ EESTRUCTURALDRAWINGS � (-1.17') �� 7 - 3 4 - 8 7 - 5 � �� 7 - 9 4 - 5 ° =o - FOR SIZE OF SUPPORT POST & CRAWL SPACE VENTS Iwl INSECT o CONCRETE FOOTING (TYP) � DRAWING USE NOTIFICATION � -� > CONC. GARAGE SLAB SCREENS) IN CONCRETE FOUNDATION WALLS FOUNDATION WALL STEP FOUNDATION � WALL STEP `� `" �, This set of drawings is being issued as a Progress or Permit Set of Drawings � - ° � VENTS SHALL BE 8" X 16".VENTS and is subject to change and adding of additional information and _ ° a a _ ° _ 1 � TO BE INSTALLED IN CONCRETE _ SLOPING GRADE @THIS END OF HOUSE drawings as required by review of the Building Department in the - ' - ; - ' a o o - ° - a, "° FOUNDATION WALL AND SHALL jurisdiction where this project is located. _ ° ° °" �=° `a a °° �; � . ° HAVE GALVANIZED STEEL VENT 2' - 0" 5' - 51/2" 2' - 0" DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP a - � � � ° ° � � ° � =� : .�a° - WELLS INSTALLED IN FINISH APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF a - _ - � - GRADE /TOPSOIL. 31' - 01/2" 9' - 51/2" "� _° - = a - " dj SEE CRAWL SPACE VENT CALC'S THE PERMIT REVIEW PROCESS. a - - ° � ON THIS SHEET North Do not use this drawing for Bidding or Estimating Purposes unless Foundation Walls Basement Floor Plan � � authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all 1 1 2" = 1 �- �� / O Finished space 0 1 4" = 1 r- 11 not approved � 0 C RA W L S PAC E VENTING CALCULATIONS Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. for use as an Accessory CONTRACTOR NOTE: SEE BASEMENT/CRAWL SPACE PLAN OR EXTERIOR ELEVATION SHEETS& FOUNDATION DIMENSION ARCHITECTURAL COPYRIGHT THIS DRAWING I S NOT THE ONLY FOUNDATION LAYOUT PLAN FOR LOCATION OF CRAWL SPACE VENTS. ALL CRAWL SPACE VENTS SHALL HAVE WIRE Dwe I I i n g Unit. Separate I a n d PLAN. THIS PLAN WAS DONE TO SHOW INSECT SCREENS. CRAWL SPACE GROUND SURFACE SHALL BE COVERED BY CLASS 1 TYPE VAPOR This sheet of drawings may not be reproduced in any form without prior use a rova DIMENSIONS FOR LAYOUT I i s OF BASEMENT AND MATERIAL. approval of Carl).Colson-Architect PLLC. These document, the ideas, and designs incorporated herein as an permit p p FOUNDATION PLAN. VENTS SHALL BE 8" X 16". VENTS TO BE INSTALLED IN CONCRETE FOUNDATION WALL instrument of service shall remain the property of Carl J. Colson -Architect required . AT FRONT YARD WHERE FINISH GRADE IS HIGHER, VENTS SHALL HAVE GALVANIZED STEEL VENT WELLS PLLC and are solely for the use on this project only. These files, drawings, THIS DRAWING DOES NOT SHOW LEVEL 1 FLOOR INSTALLED IN FINISHGRADEITOPSOIL. ideas, or designs may not betramsmittedelectronicallywithoutexpress FRAMING, BEAM SUPPORT POSTS OR FOOTINGS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR permission of Architect. They are not be used by the client or any other SEE STRUCTURAL DRAWINGS FO R AD D ITI ONAL EACH 150 SQUARE FEET OF UNDER -FLOOR SPACE AREA., UNLESS THE GROUND SURFACE IS COVERED party or entity on other projects, in whole or part, or as an extension to this INFORMATION BY CLASS 1 VAPOR RETARDER MATERIAL. WHERE A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE project except by agreement in writing with appropriate financial MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH compensation to Carl J. Colson -Architect PLLC. O 1,500 SQUARE FEET OFUNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE Copyright Carl J. Colson -PLLC, 2019. All rights reserved. WITHIN 3 FEET OF EACH CORNER OF THE BUILDING Project Number MINIMUM CRAWL SPACE VENTS -SEE PLAN FOR LOCATIONS VENTED CRAWL SPACE BELOW LIVING ROOM 367 S.F. Sheet Issue Date 1 S.F. OF VENT AREA PER 300 S.F. OF FLOOR AREA (367 DIV. BY 300) 1.22 S.F. 07/03/18 � VENT SIZE 8"x16" (.75 S.F. FREE(AREA PER VENT) R E S U B Drawn e y NUMBER OF VENTS REQUIRED 1.22 DIVIDED BY .75 2 VENTS MIN. ) �_II cc ��nn??nn� VENTED BELOW MUD ROOM Author Basement Plan CRAWL SPACE /REAR HP,�I�A�7'LAtJIV1�RY 204 S.F. 1 S.F. OF VENT AREA PER 300 S.F. OF FLOOR ARE�'��M—vices .68 S.F. Scale VENT SIZE 8"x16" (.75 S.F. FREE AREA PER VENT) DEPARTMENT As indicated Sheet Plot Dat�/14/2020 7:34:28 PM NUMBER OF VENTS REQUIRED (0.68DIVIDED BY .75) 1 VENT MIN. www.CarlColsonArchitect.com BUILDING AREA CALCULATIONS LEVEL 1 FLOOR AREA (HEATED) 1168 S.F. LEVEL 2 FLOOR AREA (HEATED) 1108 S.F. BASEMENT FLOOR AREA (HTD) 631 S.F. TOTAL FLOOR AREA (HEATED) 2907 S.F. GARAGE AREA 764 S.F. ENTRY PORCH 226 S.F. DINING /KITCHEN PORCH 141 S.F. BASEMENT PATIO 163 S.F. SITE AREA CALCULATIONS LOT SIZE 11,731 S.F FOOTPRINT 2299 S.F. LOT COVERAGE 19.6% IMPERVIOUS AREA CALCULATIONS COVERED ROOF AREA 2616 S.F. SIDEWALKS, DRIVEWAY 733 S.F. TOTAL IMPERVIOUS AREA 3349 S.F. EVANS RESIDENCE FLOOR FINISH SCHEDULE (ALL MATERIALS TO BE SELECTED BY OWNER) LEVEL 1 LIVING: WOOD LEVEL 1 DINING: WOOD LEVEL 1 KITCHEN: WOOD LEVEL 1 MUD ROOM: WOOD LEVEL 1 BATH: TILE LEVEL 1: LAUNDRY TILE LEVEL 1: PANTRY WOOD STAIRS: WOOD ENTRY PORCH: SYNTHETIC WOOD DECKING LEVEL 2: BEDROOMS CARPET LEVEL 2: HALL CARPET LEVEL 2: BATHROOMS TILE WALL FINISH SCHEDULE (ALL PAINT COLORS &SHEENS SELECTED BY OWNER. KITCHEN AND BATHROOMS SHALL HAVE TILE BACKSPLASH). LEVEL 1: ALL ROOMS: GYP. BD: LEVEL 4 FINISH LEVEL 2: ALL ROOMS: GYP. BD: LEVEL 4 FINISH GARAGE: GYP. BD: LEVEL 3 FINISH SHOWERS: AS SELECTED BY OWNER TUB /SHOWER: AS SELECTED BY OWNER OCCUPANCY SEPARATION BETWEEN GARAGE &MECHANICAL ROOM AND LIVING SPACE CEILINGS: 1 LAYER OF 5/8" TYPE X G.W.B. ON ALL TRUSSES AND TJI's (1 LAYER ON STICK FRAMING � 16" O.C. OR LESS) WHERE HABITABLE SPACE IS ABOVE GARAGE. WALLS: 1 LAYER OF 1/2 G.W.B. ON COMMON WALLS TO ROOF SHEATHING / 1 LAYER ON WALLS TO SUPPORT PROTECTED CEILINGS POSTS AND BEAMS: 1 LAYER DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIPPING ROOM FINISH SCHEDULE CONTRACTOR TO COORDINATE ALL FINISH SELECTIONS &FINISH ALLOWANCES W/ OWNER FLOORING: ALL ROOMS, EXCEPT BATHROOMS, LAUNDRY ROOM, AND MASTER BEDROOM CLOSET SHALL HAVE WOOD FLOORING, AS SELECTED BY OWNER. WALLS AND CEILINGS IN LIVING AREAS: ALL DRYWALL WALLS AND CEILING IN LIVING AREAS SHALL HAVE A PAINTED, SMOOTH, LEVEL 5 DRYWALL FINISH. COLOR SELECTED BY OWNER. WALLS AND CEILINGS IN GARAGE: ALL DRYWALL WALLS AND CEILING IN GARAGE SHALL HAVE A PAINTED, SMOOTH, LEVEL 4 DRYWALL FINISH. COLOR SELECTED BY OWNER. COUNTERTOPS: ALL BATHROOM AND KITCHEN COUNTERTOPS SHALL BE QUARTZ (SELECTED BY OWNER). THE LAUNDRY ROOM COUNTERTOP SHALL BE A CORIAN FINISH, SELECTED BY OWNER. FOUNDATION SUB NOTE: HOLD TOP OF CONCRETE PLINTH BELOW TOP OF DRIVEWAY PAVING @THIS COLUMN. SEE STRUCTURAL DRAWINGS BUILDING SECTION 1 A-4.1 PTD. HOLLOW METAL (INSULATED) OR FIBERGLASS DOOR . SELECTION BY OWNER 3' x 4"GONG. LANDING OUTSIDE OF THIS DOOR W/STEPS TO GRADE. RAISE FOUND WALL @DOOR AREA - BUILDING SECTION 1 A-4.2 �� 0 r` M �:3 ' " � ' � . • � � � _ SEE SITE PLAN FOR LAYOUT OF ,� � ' ' �: � DRIVEWAY &ENTRY WALK � , 17 = 8�� 7�� 10' 3" 8' t01/4" . .. . -,- - � -"- - - ,�- - , ",- ,- ". I � -�� - �� - -" -, -`- - -- -- --, , . I - - , - - -- ..- - - - - - - ,� r - - - - - - � I �� j I I I - - � _ - �" � � �" � � - � - - ." - � - I I I I - . � � -: Iariv�wa�- . �_ - - - -� - - _•- I I I I - _ - �, r - -, � I I II " ;" - - - -� _.� '� - � _ � — -= = _ - --= - -.--- __ III I - . � _ -, - I _ 1" � II � v e o IIII ,� 'T I ,' - � �� . i G . , :• HOSE. i II i 7 -4 3 -4 A I i 3 -5 6 -31� - � I, .I � 30 BIBB �. �' �36-. �. o c� _ �+ - ,- - - - - _, - - , - - . _, - - - � -��-� �� 6 - - I I I •— — T -- 9" x 8' OVERHEAD GARAGE DOORS II II THIS FIREPLACE TO VENT THROUGH I � 11 I W/AUTOMATIC OPENER. SEE I I ROOF. SEE LEVEL 2 AND ROOF PLAN I I DOOR SCHEDULE III I I I 1 � I I I I --- --------------------------� I I I I Living Room i I III I I I � I I I I � SLOPED CEILING ABOVE LIVING ROOM i> I I I I Im I III I I 3 Car Garage I � DORMER ABOVE THIS AREA i � I I I I /� DETECTORS &ELECT. SWITCHES I OUTLETS i� I THESE WINDOWS MULLED I I 17 �� 19 I REFER TOSHEET A-2.4 FOR ALL SMOKE & i o TOGETHER III I I I CARBON MONOXIDE DETECTORS, ELECTRICAL i L------------- �----J L------------------- FIXTURES, EXHAUST FAN, AND SWITCHES � CONCRETE SLAB IN GARAGE IS III ADD CONCRETE CRACK CONTROL JOINTS IN SLAB AT o _ _ _ � TO SLOPE TO DRAIN TOWARD GARAGE SLAB (SEE BSMT. FOUNATION PLAN) AND � FRAMER NOTE: ALL PLYWOOD SUBFLOOR EXTERIOR AT GARAGE DOORS III DRIVEWAY. CONTRACTOR SHALL TOOL JOINT. INSTALL T IS TO BE ADHERED TO JOISTS WI � CONCRETE CONTROL JOINTS (120 S.F. MAX.) PRIOR TO SUBFLOOR ADHESIVE AND SCREWS PER GARAGE WINDOWS HEAD HEIGHT STRUCTURAL DRAWINGS (TYP) INSTALL GARAGE WINDOWS HEAD FRAMING WALLS. THESE JOINTS ARE TO BE INSTALLED HEIGHT @ 7'-0" ABOVE LEVEL 1 I TO MINIMIZE CRACKING OF CONCRETE SLABS. WALLS wl CROSSHATCH ARE 2 x 6 STUDS (TYP) FINISH FLOOR (TYP @GARAGE) 23' - 5" -51/2" 4' - 0" 71/ " 6' - 4" 1' -1" 1' - BUILDER NOTE: INSTALL R-38 TRIM CARPENTER NOTE: ALL CASED OPENINGS IN 2x6 BATT INSULATION @FLOOR WALLS SHALL BE TRIMMED WI PAINTED MDF CASING AT�' AREA ABOVE GARAGE HEAD AND JAMBS AS SELECTED BY OWNER (TYPICAL) 26 `� N GAS &ELECTRIC METERS AT THIS I BOLD DASHED LINE INDICATES EXTENT OF FIRE AREA. COORD. LOCATIONS WI OWNER SEPARATION BETWEEN GARAGE AND LIVING AREAS - 76" W x 96" H N BEAM BELOW WALLS I STEEL BOLLARD 20 T - 7" N `' 21 CASED OPENING "' ABOVE. SEE STRUCTURAL � � � > � W/ PTD. WD. TRIM _ DRAWINGS STRUCT. POST PAIR 3068 SOLID _ `, _ `�' ,� Furnace ' _ _ _ _� _ _ CORE DOORS W. y T �� w�' � "' _ WEATHERSTRIPPING � 5/8" TYPE X GYP BD HOSE GARAGE GYPSUM BOARD @WALLS WALLS &CEILING @ � BIBB ALL GYPSUM BOARD WALLS IN GARAGE SHALL BE TAPED, WOOD FRAMING MECHANICAL R00 - FLOATED, AND PAINTED PER COLOR SELECTION BY OWNER �,, @ MECH ROOM HW � _ �"/ ' \l DASHED LINE INDICATES TOP OF CONC. FOUND. WALL � FLOOR T r BELOW GARAGE FLOOR SLAB @THIS AREA � v 28 7" �, _ - r, II I I I I I 127 I I I - I � I r` II I II IIi I I I 135 II I I _ - I I I o II I I I I I 115 � I I I I I p o I in II � o II I I I I I � r d I I >r I ; I I �I $ I I I� I II I II �_ �_��-= -= I 6' - 31/4" 2 3/4" 36 I I _ IN 3080 I - Ch � � I� __ .. � 9 47" W x 84" H CASED OPENING W/ PTD. WD. TRIM \ T N 2668 Bench � �, -6" 6'-4" 1'-1" 3'-101/2" 3'-9" 1'-51/2" 3068 PROVIDE BLOCKING IN THESE WALLS FOR STAIR HANDRAILS � � Dn I FRAMER &TRIM CARPENTER NOTE: SEE STAIR � `'' 7 T @ 10" Dinin � A INFORMATION ON SHEET A-4.1 . STAIRWELL TREADS, - i � 5' -10" DOOR &WINDOWS INFORMATION RISERS, &RAILING I NEWEL POSTS SELECTION BY OWNER � j Up REFER TO SHEET A-5.1 FOR ALL DOOR & �.; N T � �, WINDOW TYPES &SIZES THIS PORTION OF PANTRY FLOOR FRAMING BUILT OVER � 3' - 61/2" N 12 � FRAMER NOTE: ALL WINDOWS AT MAIN LEVEL TO 31 GARAGE FLOOR SLAB `T' � � 8 T @ 10" Up o HAVE A HEAD HEIGHT OF 8'-0" (TYP, UNLESS STEPS UP TO LIVING AREA. SEE STAIR &STEP �, i � 3' " 101/2" � 6' - 8" T NOTED OTHERWISE COORDINATE WINDOW )• O NOTES ON SHEET A-4.1 t HEAD HEIGHTS WHERE ADJACENT TO DOORS SO THAT HEAD HEIGHTS &HEAD TRIM ALIGNS (AT _ '� II I II I II II 3 - 6 8 - 5 2 -1 51/2 �,�-1 I II I II -10 5 - 21/2 I II 13 - 6 LIVING ROOM &ENTRY HALL) 1 1 1 1 �� D n 3068 3' - 6" BUILT-IN BENCH DOOR BETWEEN GARAGE 17 �� C. �� 29 AND DWELLING SHALL BE 1-3/8" SOLID CORE WI CLOSER WEATHERSTRIPPING -Dn _ 3068 ud Room 25 � m 2868 Laundry D� �' � 13 33 T � '� 0 D W METALDRYERBOXIN WALL /DOWN VENT PLUMB FOR FLOOD SAVER PAN @WASHING MACHINE 34 I/ FiUSt �� BIBB� 9'-2" I 1 7'-2" N _ � -- J Pantry 5 N 2668 3'-5" 2668 Powder 14 3'-4" 7'-6" 2'-6" 5' - 41/2" �/ 7�� 4'-7" 8'-1" 31' - 01/2" 40' - 6" North Level 1 Floor Plan �1 4" = 1 '- " O � KITCHEN LAYOUT IS 4' 4�� 5, 8�, SCHEMATIC. OWNER &KITCHEN � PR. 3068 FRENCH DOORS DESIGNER ARE TO SELECT CABINET STYLE AND LOCATIONS - - _ 10' - 0° I - - rJ WA L _ - - - 8' - 41/2" I i , 71/2" `; 4'xT OVN - -- - II 6 � - I I 1' - 0" Island 24� -- ' N I 2 "" o I I D. �, "' - I I, I o - I '"' :THESE WINDOWS i = Ir--- I 7 � ," .MULLED � I �� TOGET1iER Kitchen � o � I �� I I - o �—" I, # — � o � I I - M I• _ o T I I t. I I 23 ADD WATER LINE FOR 2 r?' ��" � REFRIGERATOR &COFFEE '_�' " � �. ;Covered . -� i + 15 t` MAKER. COORDINATE wl OWNER � ` "Porch 4 I �. , I .�" ; . � 16 o _; " "' I } I �� r � r � �=T _ - _ -I --.,,, I I r I I 15-11 _ ��-. "- - / o CV 1 -- I J i n i n� 6 -6 4 -81/2 i n 2 -0 I--- n i -5 -51/2- 2 -0 n - � 9'-51/2" — REAR VENTED GAS FIREPLACE. — LINEFIREPLACE ENCLOSURE WI 5l8" TYPE X GYP. BOARD LINE OF 15' WIDE SEWER EASEMENT NOTES FOR LEVEL 1 FLOOR PLAN TOILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO ADJACENT WALL OR 6 x 6 PRESSURE TREATED COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE OR END WALL AND COUNTERTOP WITH TOILET SUPPORT POST WI GALV. FIXTURE AT MIDPOINT. SIMPSON POST BASE (WRAPPED PER DETAIL ON � CONCRETE DRIVEWAY AT THIS AREA. SEE SITE PLAN AND GRADING PLAN FOR ADDITIONAL SHEET A-4.2) IN INFORMATION CONCRETE FOOTING. SEE STRUCTURAL � KITCHEN CABINETS AND COUNTER LAYOUTS BY OWNER SELECTED KITCHEN DESIGNER. DRAWINGS FOR ALL KITCHEN PLAN SHOWN IS SCHEMATIC ONLY. OWNER TO SELECT KITCHEN CABINETS STYLE, COLUMN /PORCH SLAB LAYOUT, APPLIANCES, PLUMBING FIXTURES, AND COUNTERTOP MATERIALS ATTACHMENT HARDWARE o AND CONCRETE FOOTING � LINE OF UPPER CABINETS ABOVE. °O SIZE AND REINFORCING (TYP) 4.) GAS RANGE / COOKTOP (SELECTION BY OWNER) W/ DOWNDRAFT EXHAUST VENT TO OUTSIDE. COORDINATE SELECTION &INSTALLATION W/OWNER AND KITCHEN DESIGNER ADJUSTABLE SHELVING IN PANTRY -HEIGHT, WIDTH, MATERIAL AND NUMBER OF SHELVES TO BE SELECTED BY OWNER. GAS WALL OVEN W/MICROWAVE.. COORDINATE SELECTION &INSTALLATION W/OWNER AND KITCHEN DESIGNER KITCHEN ISLAND W/ CABINETS BELOW AND SPACE FOR SEATING @END. DESIGN BY OWNER AND KITCHEN CABINET DESIGNER. BUILDING � LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR INFORMATION. SECTION \` � PRIMED AND PAINTED CEDAR WOOD TRIM AT ALL WINDOWS. SEE ELEVATION DRAWINGS. 1 VERTICAL TRIM BETWEEN WINDOWS THAT ARE SPACED 3" APART. SEE WINDOW SCHEDULE / A-4.1 LEGEND FOR NOTES 1� MANUFACTURED GAS FIREPLACE (SELECTION BY OWNER). INSTALL PER ALL APPLICABLE BUILDING AND SAFETY CODES. FIREPLACE MANTLE SELECTION AND INSTALLATION HEIGHT TO BE COORDINATED W/OWNER. FIREPLACE TO BE VENTED THRU METAL FLUE THROUGH REAR EXTERIOR WALL OR THROUGH ROOF (PER PLAN NOTE). INSTALL 5/8" TYPE "X" G.W.B. AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. INSTALL DIRECT VENT MANUFACTURED GAS FIREPLACE IN ACCORDANCE W/MANUFACTURER'S SPECIFICATIONS AND STATE CODES 11. TILE RAISED HEARTH W/WOOD TRIM @ SIDES OF HEARTH (BELOW THE HEARTH SURFACE). COORDINATE HEIGHT OF HEARTH, TILE WORK, WOOD TRIM WITH OWNER PRIOR TO FRAMING HEARTH 1� STAIRS FROM LIVING AREA TO UPPER OR BASEMENT LEVEL. SEE STAIR NOTES ON SHEET A-4.1. WOOD STAIRS W/ PAINTED OR STAINED WOOD STAIR GUARDRAILS AND HANDRAILS. REFER TO STAIR NOTES ON SHEET A-4.1 FOR INFORMATION. STAIR MATERIAL SELECTION BY OWNER 1� VINYL OR TILE FLOORING AT BATH AND LAUNDRY ROOM. SELECTION BY OWNER. 14. QUARTZ COUNTERTOP W/ UNDERMOUNT SINK W/MIRROR ABOVE AND WOOD CABINET BELOW AT ALL BATHROOMS (TYP). SINK, COUNTERTOP, CABINETS, MIRROR, AND PLUMBING FIXTURES SELECTION BY OWNER. 15. PORCH SUPPORT COLUMNS - RE: STRUCTURAL DRAWINGS FOR SIZE OF STRUCTURAL POST. COLUMN SURFACE SHALL BE PAINTED SMOOTH CEDAR OVER 2 LAYERS OF BUILDING WEATHER MEMBRANE OVER STRUCTURAL POST. REFER TO EXTERIOR BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. ALL POSTS SHALL BE FLASHED TO AVOID WATER PENETRATION WITHIN POST FRAMING ENCLOSURE. REFER TOPORCH COLUMN DETAIL � 1� 36"HIGH RAILING (SEE GUARDRAIL NOTES ON SHEET A-4.1) AT REAR DECK AND REAR �;, � STAIRS TO GRADE. SELECTION OF HANDRAIL BY OWNER. COORDINATE INSTALLATION W/ MANUFACTURER AND BUILDING SAFETY CODE REQUIREMENTS. RAILING SHALL HAVE TWO INTERMEDIATE EQUALLY SPACED 4 x 4 CEDAR POSTS. REFER TO ELEVATION DRAWINGS. 17. CONCRETE PORCH /WALKWAY /DRIVEWAY /GARAGE SLAB : (4" CONCRETE SLAB OVER COMPACTED GRAVEL BASE) W/ EXPANSION &CRACK CONTROL JOINTS. 1� LOCATION OF ELECTRIC METER /PANEL AND GAS METER. INSTALL PER SAFETY CODES AND REQUIREMENTS OF EACH UTILITY. COORDINATE METER LOCATIONS W/OWNER. 1� SEE NOTES ON THIS SHEET FOR SEPARATION REQUIREMENTS BETWEEN GARAGE /LIVING SPACE /ATTIC SPACE HOLD DECK SURFACE @PORCH 1-112" BELOW FINISH FLOOR. 20. 3" DIAMETER STEEL BOLLARDS W/CAPS (CAST -IN -SLAB) TO PROTECT GARAGE WALLS DECK SURFACE MATERIAL AND LAYOUT TO FROM AUTO DAMAGE. BE COORDINATED W/OWNER 21. HIGH EFFICIENCY GAS FURNACE AND WATER HEATER IN ENCLOSED /INSULATED ROOM. PORCH WALKING SURFACE COORDINATE LOCATION OF HEATER W/OWNER. VENT FURNACE &WATER HEATER TO SYNTHETIC DECK BOARDS (SELECTION EXTERIOR THROUGH MANUFACTURE APPROVED VENT PIPE. BY OWNER) OVER JOIST FLASHING MEMBRANES OVER PREESURE TREATED 22. PORCH ROOF SUPPORT COLUMNS W/WOOD WRAP -SEE COLUMN DETAIL ON SHEET A-3.1 FRAMING . SEE STRUCTURAL DRAWINGS FOR DECK 23. COVERED DECK W/WATERPROOF WALKING SURFACE MEMBRANE (SELECTION &COLOR FRAMING &FOUNDATION INFORMATION BY OWNER) OVER PRESSURE TREATED PLYWOOD AND PRESSURE TREATED WOOD FRAMING AND SUPPORT POSTS. REFER TO STRUCTURAL DRAWINGS FOR ALL DECK FRAMING BUILDING INFORMATION. DECK WATERPROOFING TO BE INSTALLED BY QUALIFIED &AUTHORIZED SECTION WATERPROOF MEMBRANE INSTALLER AND ALL FLASHING AND WATERPROOFING DETAILS �_ SHALL BE INSTALLED PER WATERPROOFING MEMBRANE MANUFACTURERS REQUIREMENTS 1 AND SPECIFICATIONS. A-4.2 DECK TO SLOPE TOWARD EXTERIOR. INSTALL METAL FLASHING &WATERPROOF MEMBRANE PER MEMBRANE MANUFACTURERS DETAILS. INSTALL L-SHAPED METAL FLASHING AT THE JUNCTION BETWEEN WALL AND DECK, A GRAVEL STOP DRIP AT THE EDGE, AND GALVANIZED METAL PAN FLASHING UNDER THE DOOR. 24. DECK (AT DOORWAY) IS 2" LOWER THAN FINISH FLOOR LEVEL. DECK TO SLOPE (MIN. 1/4" PORCH CEILING PER FT) TO DRAIN TO EDGE . PRIMED &PAINTED 1 x 4 T&G CEDAR 2� DOOR BETWEEN GARAGE AND DWELLING SHALL BE 1-3/8" SOLID CORE OR 20 MINUTE DOOR BOARDS 2� ALL CASED OPENINGS IN INTERIOR 2x6 STUD WALLS SHALL HAVE PAINTED MDF BOARD TRIM AS SELECTED BY OWNER AND COORDINATED WITH CONTRACTOR. ALL BASEBOARDS, DOOR CASING, AND INTERIOR WINDOW CASING SHALL BE PAINTED MDF BOARD AS SELECTED BY OWNER. 2� ENTRY PORCH &PORCH STEPS CONSTRUCTION: SYNTHETIC DECKING (AS SELECTED BY OWNER) W/CONCEALED FASTENERS OVER PRESSURE TREATED WOOD FRAMING MEMBERS AND SUPPORT COLUMNS (SEE STRUCTURAL DRAWINGS). INSTALL JOIST FLASHING MEMBRANE (GRACE VYCOR PLUS FLEXIBLE FLASHING) AT TOPS OF ALL DECK FRAMING MEMBERS PRIOR TO INSTALLING FINISH DECKING. 2� EXTERIOR STEPS FROM SIDEWALK TO ENTRY PORCH. COORDINATE NUMBER OF RISERS W/ ELEVATIONS OF FINISH GRADE AND PORCH DECKING. 29. BUILT-IN BENCH &COAT HOOKS @ MUDROOM ENTRY. COORDINATE W/ OWNER 3� THIS COLUMN AND BEAMS SUPPORT SECOND FLOOR WALLS ABOVE. SEE LEVEL 2 FLOOR PLANS &STRUCTURAL DRAWINGS 3� BUILDER NOTE: THESE WINDOWS ARE SEPARATED AND SHALL HAVE PRIMED AND PAINTED VERTICAL CEDAR TRIM BETWEEN ADJACENT WINDOWS 32. REAR VENTED GAS FIREPLACE @DINING PORCH. SEE PORCH SECTION DRAWING AND NOTE #10 ABOVE FOR ADDITIONAL INFORMATION 3� WASHER &DRYER AND LAUNDRY SINK IN LAUNDRY ROOM. WASHER SHALL BE INSTALLED W/ FLOODSAVER DRAINLESS BASE PROTECTION PAN (WWW.FLOODSAVER.COM) AND AN ELECTRONIC WASHER FLOOD STOP SYSTEM (SAFEHOMEPRODUCTS.COM). DO NOT USE FLOODSAVER PAN WITH DRAIN OR RIDGES. COORDINATE PLUMBING AND VENTING REQUIREMENTS WITH MANUFACTURER. DO NOT VENT LAUNDRY VENT OR DRYER VENT THRU FRONT WALL OF RESIDENCE. 3� LAUNDRY SINK -SIZE &TYPE SELECTION BY OWNER RESUB .T. OPER WOOD FRAMIN STRUCTOURAL DSRAW NGS. IDSTALLGV��1��)'�1v1'E BRANEOJOIST FLASHING TAPE OVER TO OF ALL FRAMING BELOW FRONaE�E��YP) DEPARTMENT 36. STONE VENEER @THIS WALL. REFER TO EXTERIOR BUILDING ELEVATION DRAWINGS FOR LOCATIONS AND REFER TO NORTH BUILDING SECTION FOR WALL ASSEMBLY @ AREA OF STONE Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence Project 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 1 Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Sheet Title Level 1 Floor Plan 7543 REGISTERE ARCHITECT G� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 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 Approved 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. O Project Number Sheet Issue Date � 03/28/13 � Drawn By Author Level 1 Floor Plan Scale As indicated Sheet Plot Dat�i/14/2020 7:34:51 PM www.CarlColsonArchitect.com AIR BARRIER /AIR INFILTRATION NOTES AIR BARRIER: CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BDLG. ENVELOPE. BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED. AIR PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. INSULATION SHALL BE INSTALLED PER MANUF. GUIDELINES. INFILTRATION: THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: 1) SPACE BETWEEN WINDOWS/DOOR JAMBS &FRAMING AND SKYLIGHTS &FRAMING. 2) DUCTS, SHAFTS, UTILITY PENETRATIONS &FLUE SHAFTS OPENING TO EXT. OR UNCONDITIONED SPACE. _ 3) JUNCTIONS OF FOUNDATION &SILL PLATE & JUNCTION OF THE TOP PLATE & TOP OF EXT. WALLS. DS 4) HVAC REGISTER BOOTS THAT PENETRATE BLDG. THERMAL ENVELOPE (SEAL TO SUBFLOOR/DRYWALL). 5) RECESSED LIGHT FIXTURES INSTALLED IN THE BLDG. THERMAL ENVELOPE SHALL BE AIR TIGHT, IC -RATED (SEALED TO THE DRYWALL). 6) BETWEEN GARAGE AND CONDITIONED SPACES. DS 7) AIR BARRIER TO BE INSTALLED ON FIREPLACE WALLS - FIREPLACE TO HAVE GASKETED DOORS. I 8) OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOF, WALLS, AND FLOORS I } I 9) BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS I 10) JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS BUILDING I 11) ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SECTION III WALL CORNERS & HDRS. SHALL BE INSULATED & SHALL BE SEALED. FLOORS, INCLUDING ABOVE GARAGE AND CANTILEVERED FLOORS - INSUL. SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT W/ UNDERSIDE OF SUBFLOOR DECKING. THE AIR BARRIER SHALL BE 1 � I INSTALLED AT ANY EXPOSED EDGE OF INSUL. RIM JOIST SHALL BE INSULATED &INCLUDE AIR BARRIER. A-4.1 I CEILING/ATTIC -AIR BARRIER @DROPPED CEILING/SOFFIT SHALL REALIGNED W/THE INSUL. AND ANY GAPS IN AIR BARRIER SEALED. I ACCESS OPENINGS, DROP -DOWN STAIR, ETC. INTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. BATT INSUL. INSTALLED IN ATTIC I I WALLS BELOW ROOF ASSEMBLIES MAY BE COMPRESSED @EXT. WALL LINES TO ALLOW FOR REO'D ATTIC VENTILATION. I � @LEVEL 1 (O � N BATT INSULATION. SHALL BE CUT NEATLY TO FIT AROUND WIRING &PLUMBING IN EXT. WALLS WITHOUT VOIDS/GAPS. AIR BARRIER SHALL III o � T EXTEND BEHIND ELECTRICAL/COMMUNICATION BOXES OR INSTALL AIR SEALED BOXES. I EXTERIOR WALLS ADJACENT TOTUBS/SHOWERS TO BE INSULATED AND AIR BARRIER SHALL SEPARATE THE INSULATED WALL FROM THE III � SLOPE SHOWER/TUB. I III TIPS Fi�R Ai1R SEALING THE BUILDING ENVELGPE ��; Seal Garner studs on exterior and interior walls DS � I Caulk drywall to tap and bottom plates - Seal vents and fans at penetration 8'-101/2" �� —Seal all penetra#ions �lapor retarder r'f f� `� � �� 3 - 5 5' - 51/2" o (If appropriate, Check local code requirements.) fy �, - �� Seal windows and E - � �-'" � �,� doors irsto rough . .� r yv '�. �� openings Lap exterior sheathing panels over Entersec#ians between i2im Boards, band joists and plates andlor seal at panel joints and around edges. Seal house wrap or building paper to tap and bottom plate - Seal plumbing penetrations - - Seal electrical boxes #a drywall Seal electrical penetrations Sea I ��,. � exterior r penetrations � � '�-�yf '"'�' , �'�''�. r •. � �,. .. � ,�,, i�'fr,-' Caulk between Rim Boards, , � - J band joists and plates STAIR REQUIREMENTS THE STAIR DRAWING BELOW IS USED TO ILLUSTRATE BUILDING CODE REQUIREMENTS FOR STAIRS. CONTRACTOR SHALL COORDINATE SELECTION OF STAIR CONSTRUCTION & RAILINGS OR HALF -WALLS WITH OWNER PRIOR TO FRAMING STAIRS 0 co 0 for r - exterior walls, seal at tap and bottom plates �o a ndlor extend exterior sheathing � aver joints between �o framing N sections Seal ductwork with mastic Seal registers and HVAC penetrations B.. BUILDING SE�CTI�ON 1 \ A-4.2 / NOTES TO LEVEL 2 FLOOR PLANS DS ua r� # - I� — �� ---�� DS � --_ L� _-- _---- 10' - 8" II �J I 5 - 4 �� 5 � - 4 �� III � LINE OF PORCH � BEAMS BELOW I B � � SLOPE SLOPE - � � ��, B - � DS ` � = WALLS BELOW @ LEVEL 1 I � 14 WINDOWS 13 I `� — �, --- I MULLED � TOGETHER 16 � _ _ -r, _� _ � 1 T �� --�_ -------------------- L � DS 5�� 15 13 - 71/2 O�� i � . I �� Bedroom #1 6068 � M I � BIFOLD r T o � i `" SECTION FRAMER NOTE: ALL PLYWOOD OSUBFLOOR IS TO BE ADHERED � �' i 1 TO JOISTS WI SUBFLOOR i � _ � A-4.1 ADHESIVE AND SCREWS PER _o OPEN TO LIVING ROOM BELOW N STRUCTURAL DRAWINGS (TYP) � o i i OF � WINDOWS MULLED TOGETHER 2' _ 0�� i r, I N I PROVIDE BLOCKING @TOWEL � � i � � BARS &TOILET PAPER HOLDER. i � I � COORDINATE LOCATIONS WI _ ____________________L-J � 11 OWNER (TYP @ALL BATHROOMS) 2868 PARTIAL ROOF OF DORMER SHOWN DS ONE-PIECE TUB I � 15' - 71/2" � I�� 4' - 6" � � 1' - 4" SHOWER. SELECTION BY � o � � �� 13' - 31/2" - - - - - OWNER. 9 � 1' -10" 2 -4 13' - 9112" _ - - - - i � �I r 6 2068 � o � 4 M 2668 `� 2868 O N �i 5 $ `�' O � � 2868 OD r "' o M � � M � �� - �� 2 -31/2 3 6112 � �� 5 -7 N Master Bedroom 1' - 6" 3' 0" DS DN DOOR &WINDOW INFORMATION � �/ R�tt� 36"HIGH REFER TO SHEET A-5.1 FOR ALL DOOR & � �Ai� RAILING WINDOW TYPES &SIZES. ALL WINDOWS AT � �� Bedroom #2 UPPER LEVEL TO HAVE A HEAD HEIGHT OF �.;, WINDOWS MULLED TOGETHER - T-0" (TYP) FRAMER &TRIM CARPENTER NOTE: SEE STAIR INFORMATION ON SHEET A-4.1 � KYLIGH ABOVE o T 2 1 OPEN o DETECTORS &ELECT. SWITCHES /OUTLETS 0 � � . 6068 r REFER TO SHEET A-2.4 FOR ALL SMOKE & STAIRWELL TREADS, RISERS, &RAILING / IFOLD � � � TO M - CARBON MONOXIDE DETECTORS, � � w � NEWEL POSTS SELECTION BY OWNER BELOW z ELECTRICAL FIXTURES, EXHAUST FAN, AND M o � �, 3 - 61/2 �� _ J � SWITCHES 0 FRAMER NOTE: FRAME SKYLIGHT SHAFT - ., i LONGER THAN LENGTH OF SKYLIGHT N � 3'-101/2" N T N � i � �� _ o � i o r` o 14' - 0" 2' �i 1/2" 9' _ 5�� _� �;, j i "' 15' - 31/2" M E DN i G 3'-5" 10'-7" �� crs 14-0------------ - - -- --- � ---- 1Vlasfer�roseT- --- J - - w — — — � N �--------� c> I �, � 22" x 42" ATTIC i i 2668 � O ACCESS HATCH. � i � H � _ � 72"x42"TILE �-- --� � SHOWER 12 2668 � 6 /, DS ��WALLS BELOW @LEVEL 1 ALIGN SKYLIGHT wl � LIGHT FIXTURES IN � MASTER BATHROOM � � SLOPE o ao I r r II o I� I � �, 8'-2" REFER TO ROOF PLAN FOR NOTES ON ROOF CONSTRUCTION &FLASHING (TYP) WALLS BELOW @LEVEL 1 LOWER ROOF BELOW. SEE ROOF PLAN ON SHEET A-2.4 FOR ROOF SLOPE INFORMATION @ THIS ROOF. SEE STRUCT. DWGS FOR FRAMING LAYOUT & SIZES (TYP) T-5" 3'-7" � � 11' - 0" 4' ' 0�� VALLEY FLASHING METAL FLASHING @ALL ROOF VALLEYS (TYP) v � f\ 1'-11" 3'-1" N \ NO VENT STACKS FROM I DS !� PAINTED ALUMINUM GUTTERS AND � ANY PLUMBING FIXTURES DOWNSPOUTS. SEE ROOF PLAN ON SHEET A-2.4 LOCATED ON SIDE OF r� FOR NOTES &DOWNSPOUT LOCATIONS(TYP) ROOF FACING STREET �I� ' � � - 2068 "' °'' 9 �I - - � 11' - 81/2" 3' -10" 2' - 41/2" � I _ _ 1 BUILDING 1 � SKYLIGHT ABOVE $ OG r' � o � � A-4.2 SECTION � Master Bath � � � I � w � - SAFETY GLAZING @ 10 � � � WRAPPED BEAM BELOW. SEE STRUCT. DWGS FOR THESE WINDOWS 13 � `�' BEAM SIZES (TYP) N I � 2668 � � M � I LJ WRAPPED LOWER ROOF SUPPORT COLUMNS. SEE J F J 7'-10" M � LEVEL 1 PLAN FOR DIMENSIONS. SEE STRUCT. DWGS ' I FOR SIZES (TYP) SLOPE SLOPE - ROOF SLOPE @LOWER ROOF � SEE ROOF PLAN FOR SLOPES OF ALL ROOFS � � � �� BIRD BLOCK EAVES DS ' � �� BIRD BLOCKS AT ALL EAVES 1' -11" D GUTTER GUARDS INSTALL GUTTER GUARDS @ALL GUTTERS AT TOILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE OR END WALL AND COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. OPEN TO STAIRS /HALLWAY BELOW. WOOD STAIRS W/ PAINTED OR STAINED WOOD STAIR GUARDRAILS (36" HIGH) AND HANDRAILS. REFER TO STAIR NOTES ON SHEET A-4.1 FOR INFORMATION. STAIR MATERIAL SELECTION BY OWNER LINE OF WOOD HANDRAIL (36" HIGH) AT WALL AT SIDE OF STAIRS. SURFACE OF ROOF BELOW. SEE ROOF PLAN FOR TYPICAL ROOF CONSTRUCTION INFORMATION. ROOF GUTTERS BELOW. SHELVES AT LINEN AND STORAGE CLOSETS. COORDINATE TYPE OF SHELVES, NUMBER AND HEIGHTS OF SHELVES WITH OWNER POSSIBLE LOCATION FOR RETURN AIR DUCT / DRILL. COORDINATE W/HVAC SUBCONTRACTOR >3. TILE FLOORING AT BATH AND LAUNDRY ROOM. SELECTION BY OWNER. QUARTZ COUNTERTOP W/ UNDERMOUNT SINK W/ MIRROR ABOVE AND WOOD CABINET BELOW AT ALL BATHROOMS (TYP). SINK, COUNTERTOP, CABINETS, MIRROR, AND PLUMBING FIXTURES SELECTION BY OWNER. 10. SOAKING TUB -SELECTION BY OWNER. COORDINATE WHICH END SHALL HAVE PLUMBING FIXTURES W/OWNER. 11. LINE OF PORCH ROOF SUPPORT COLUMN AND BEAM BELOW -SEE LEVEL 1 FLOOR PLAN AND STRUCTURAL DRAWINGS 12.) ATTIC HATCH ACCESS PANEL: 3/4" x 22" x 42" (FITS INTO A 22'/2' X 42'h" ROUGH OPENING) W/ 5 LAYERS OFRIGID R-10 INSULATION ADHERED TO PANEL @ATTIC SIDE. TRIM OPENING W/ PTD. 1 x 4 TRIM BOARDS 13.) BUILT-IN PAINTED WOOD SHELVES AND TRIM AT THIS AREA. COORDINATE SELECTION AND NUMBER OF SHELVES W/OWNER 14. LINE OF ROOF SUPPORT COLUMN AND BEAM BELOW -SEE LEVEL 1 FLOOR PLAN AND STRUCTURAL DRAWINGS 15. LOCATION OF CHIMNEY FLUE BELOW. ROUTE FLUE FROM BELOW TO SHAFT IN BEDROOM 1� FIREPLACE TO BE VENTED THRU METAL FLUE THROUGH THROUGH ROOF (PER PLAN NOTE). INSTALL 5/8" TYPE "X" G.W.B. AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. EXTEND HEIGHT OF FLUE ABOVE ROOF PER BUILDING CODE. 17. TILE SHOWER w/SAFETY GLASS DOORS. TILE SELECTION BY OWNER. COORDINATE SIDE WALLS & GLASS OFSHOWER w/ BATHROOM COUNTERTOP & SIDE OF CABINETS. 5' - 5 3/8" � 6' -11" 3' - 7 5/8" 4' - 61/2" ALL ROOFS. SEE NOTE @ RIGHT OF ROOF PLAN 10' - 6" 16' - 0" PREFINISHED ALUMINUM GUTTERS &DOWNSPOUTS. SEE ROOF PLAN FOR DRIP FLASHING NOTE @ROOF EDGE FLOOR TRUSS MANUFACTURER &BUILDER NOTE: � LINE OF WALLS BELOW (TYP) DUCTWORK SHALL BE LOCATED IN THE FLOOR TRUSS AREA. FLOOR TRUSSES SHALL BE DESIGNED TO ACCOMODATE MECHANICAL DUCTS. BUILDER, MECHANICAL SUBCONTRACTOR, AND FLOOR TRUSS MANUFACTURER TO COORDINATE DESIGN TO ALLOW FOR THIS DUCT BUILDING AREA CALCULATIONS INSTALLATION IN FLOOR TRUSS AREA TO PROVIDE HEAT AND VENTILATION FOR THE BASEMENT AREA, LEVEL 1, AND LEVEL 2. LEVEL 1 FLOOR AREA (HEATED) 1168 S.F. LEVEL 2 FLOOR AREA (HEATED) 1108 S.F. North BASEMENT FLOOR AREA (HTD) 631 S.F. �� Level 2 Floor Plan TOTAL FLOOR AREA (HEATED) 2907 S.F. �1� '_�" 1 �4" — 1 GARAGE AREA 764 S.F. ENTRY PORCH 226 S.F. DINING /KITCHEN PORCH 141 S.F. BASEMENT PATIO 163 S.F. SITE AREA CALCULATIONS LOT SIZE 11,731 S.F FOOTPRINT 2299 S.F. LOT COVERAGE 19.6% IMPERVIOUS AREA CALCULATIONS COVERED ROOF AREA 2�s�� U SIDEWALKS, DRIVEWAY � 5 20 0 TOTAL IMPERVIOUS AREA 33�,�,��DMON CE DEPARTMENT E E Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence Project 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 1 Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Sheet Title Level 2 Floor Plan 7543 REGISTERE � ARCHITECT G„�"� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 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 Approved 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. O Project Number Sheet Issue Date � 05/08/14 � Drawn By Author Leve12 Floor Plan Scale As indicated Sheet Plot Dat�/14/2020 7:35:13 PM www.CarlColsonArchitect.com THIS GUTTER @ROOF BELOW DS — � � DS LOWER ROOF BELOW. DS �, L — — — LJ I J � J u � ASPHALT COMPOSTION 4-1/2-in-12 ROOF SLOPE ROOF SUPPORT BEAMS ROOF SHINGLES ROOFING SHINGLES SYNTHETIC STONE I WRAPPED VENEER @ BELOW. SEE STRUCT. DWGS. 30 YEAR GUARANTEED ASPHALT COMPOSITION SHINGLE. SELECTION BY OWNER. SEE SHEET A-4.1 FOR ADDITIONAL 514 x 4 CEDAR TRIM SIDES OF FIREPLACE FLUE ROOFING INFORMATION 2x10 CEDAR RAKE BOARD DS � D ENCLOSURE I � COVERED PORCH BELOW METAL ROOF ALTERNATE BID CONTRACTOR SHALL PROVIDE HOMEOWNER wl ALTERNATE PRICE Carl J. Colson -Architect � y � � r � / _D_S_______ ____________ / � METAL ROOF VALLEYS � I ALIGN DOWNSPOUT WI CENTER OF FOR METAL ROOFING AS SELECTED BY OWNER ROOF FRAMING PL L C c'' ______________� _ __ DS i DS � o DS r � COLUMN @PORCH BELOW (TYP @ PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. WITH 23623 20th Ave. W � FIREPLACE FLUE - - _ \ c ; LIJ � pS DOWNSPOUTS @PORCHES) OVERFRAMING AT INDICATED AREAS. ROOF TRUSS � NOTE: ALL EXTERIOR TRIM SHALL BE � FLASH PER INDUSTRY � MANUFACTURER WILL PROVIDE ROOF TRUSS FRAMING PLAN Bothell, WA 98021 PRE -PRIMED AT ALL SIDES PRIOR TO ii 9� STANDARDS. INSTALL \ — — _ � I (TYPICAL) �, INSTALLATION (TYPICAL AT ALL ii �FG� FLUE TO HEIGHT AS / PLUMBING VENTS 425-806-3703 / LOCATIONS) i �'� REQ D. BY CODE � � / I BUILDING DO NOT INSTALL ANY PLUMBING VENTS TO ANY OF THESE ROOFS VISIBLE FROM STREET. ROUTE ALL PLUMBING VENTS IN ATTIC TO WWWCarlColsonArchitect.com �SCHEDULEDSIDING SECTpION / 1 _ � I SHEET METAL ROOF — � 2 x 8 CEDAR FASCIA � A-4.1 �� I CRICKET @CHIMNEY RIDGE VENT _ I SECTION 1 � A-4.1 VENTTHRUREARROOF.NOEXCEPTIONS! Commercial &Residential i FLUE ENCLOSURE. DASHED LINE 'i � DORMER OVER LIVING ROOM I EAVE VENTS BIRD BLOCK @ALL EAVES FALL PROTECTION CONTRACTOR SHALL INSTALL ROOF SAFETY ANCHORS PER Architecture MITER JOINT @INTERSECTION OF INDICATES ICE -WATER (TYP) CODE IF REQUIRED (FASTENED TO ROOF TRUSS/FRAMING) FOR 2 x 8 FASCIA & 2 x 10 ROOF RAKE i SHIELD MEMBRANE PROTECTION OF WORKERS ON ROOF 5/4 x 4 CORNER BOARD �' �� I BELOW SHINGLES i z � '= - I I�� ATTIC ACCESS HATCH 1 DOORS • Evans Res 1 d e n c e (TYPp i � SEE LEVEL 2 FLOOR PLAN FOR LOCATION OF ATTIC ACCESS i > DS HATCH OR DOORS Roof Rake Elevation o I LI J -_, DS Project Address 2 I � i 4-112-in-12 ROOF SLOPE @ LOWER � ROOF VENTING @UPPER ROOF ROOF IS TO BE VENTED WITH A COMBINATION OF ROOF RIDGE 20018 83rd Ave. W., �� 1 = 1 -0 � I ROOF (TYP) VENTS &BIRD BLOCK VENTS. DISTRIBUTE BIRD BLOCK VENTS ii EVENLY AT EXTERIOR WALLS OF ATTIC SPACE Edmonds, WA 98026 ii SEE ATTIC VENTING CALCULATIONS.SEE NOTE BELOW FOR ps VENTING AT NORTH SIDE OF ROOF. DS New SFR at 20018 83rd Ave. W (Lot 1 of SCHEDULED ROOFING i GUTTER GUARDS @ALL GUTTERS ALL GUTTERS SHALL HAVE GUTTER GUARDS INSTALLED: PLN2O18O037) METAL DRIP EDGE �i � 2 x 2 BETWEEN ROOF FLASHING �� LOOKOUTS ii '� 4-112-in-12 ROOF SLOPE @UPPER � ROOF PRIMED AND PAINTED SMOOTH FINISH ROOF GUTTER GUARD BY GUTTERGLOVE 4 FT. STAINLESS STEEL 5 IN. MICRO -MESH GUTTER GUARD (10- City of Edmonds Permit #: BLD2020-0250 �� j � PACK) -COVERS 40' OF GUTTERS � � iDS EXPOSEID EAVES AT ROLL Project Client SEE SHEET A-2.3 AND A-4.1 5l4 x 4 PRIMED & FOR NOTES ON ROOF � DS DS ROOFS (TYP) M lrrle & S1IYlOTI EV 111S PAINTED CEDAR TRIM OVER 2x10 CONSTRUCTION &ROOF ALL ROOF AREAS TO BE VENTED W/ 20020 83rd Ave. W. SLOPES CEDAR RAKE BOARD � ATTIC SPACE — PRIMED &PAINTED PLYWOOD ROOF SHEATHING @OVERHANG PRIMED &PAINTED CEDAR 2 x ROOF RIDGE VENTS AND BIRD � 22" x 22" SKYLIGHT BLOCKS @EAVES (TYP) ON P.T. CURB w/ METAL FLASHING RIDGE VENT Edmonds, WA 98026 10 FRIEZE BOARD Sheet Title NOTE: ALL EXTERIOR TRIM SHALL BEPRE- EXTERIOR GRADE SEALANT I �� PRIMED AT ALL SIDES PRIOR TO � CAULKING INSTALLATION (TYPICAL AT ALL I �� GABLE END ROOF TRUSS Skyl'ght RIDGE VENT K � RIDGE VENT R o o f P 1 an LOCATIONS) INSTALL SHINGLE -OVER RIDGE � SCHEDULED SIDING THIS GUTTER @ROOF VENTS (AT LOCATIONS SHOWN) ROOF SLOPE BELOW VALLEY FLASHING FOR ATTIC VENTILATION. SEE RIDGE VENT SMALLER DASHED LINES ARE LINE OF WALLS @LEVEL 1 ALL ROOFS SHALL HAVE A 4-1 /2" IN 12"SLOPE (TYP) �T -� Roof Rake Overhang at (� able Roof METAL FLASHING OVER FLASHING CALCULATIONS FOR ATTIC /ROOF VENTING ON THIS SHEET � BELOW (TYP) ROOF OVERHANGS � MEMBRANE @ALL ROOF VALLEYS (TYP) �� __ ' � --- 16° OVERHANG @EAVES \ / 11 ' 1' �� 1 = 1 -0 LARGER DASHED LINES ARE I � � I LARGER DASHED LINES ARE 12" OVERHANG @RAKES @GABLE ENDS LINE OF WALLS @LEVEL 2 - 0 LINE OF WALLS @LEVEL 2 BELOW (TYP) � � � BELOW (TYP) ROOF AREA CALCULATIONS � � LOWER ROOF 1437 S.F. OF ATTIC AREA 7543 �°� DS DS CCESS � UPPER ROOF 1532 S.F. OF ATTIC AREA REGISTERE UrajnEti9e �a:�: �� i I HATCH BELOW / ALOL ROOF OVERHANGS ARCHITECT strip •°••:�° WeatherSealaowel-applied membrane •�°:�e; I �--- -- -� � �---- � (EAVES AND RAKES) ARE 16", �' . : i i � DS _ r UNLESS NOTED OTHERWISE ,.". -. , `.. •: ` � '' SiBp fa5hlll 18p@lf afld Sealed 9 i DS � L_-- ___-� DS -' � GUTTER GUARDS INSTALL GUTTER GUARDS G"'"` �� i �,, `.�•. F i - __ � SMALLER DASHED LINES i i PLUMBING EXHAUST VENTS I � ii ALIGN SKYLIGHT wl ABSOLUTELY NO PLUMBING �, @ALL GUTTERS AT ALL ROOFS. SEE NOTE @RIGHT CARL J. COLSON SATE OF WASHINGTO ' �` ' Kick-outflashing � ARE LINE OF WALLS @ -'-� LIGHT FIXTURES IN i OR EXHAUST VENTS ON THIS LJ OF ROOF PLAN �, � � LEVEL 1 BELOW (TYP) 'i / MASTER BATHROOM ii ROOF FACE TOWARD ��•�� :. h �� ii � i STREET VIEW i ISSUED FOR PERM/ T 1-21-2020 . � , : . ,.. ,;. � Kickoutarltifascia •'• � � I BUILDING � 9� I o� I FG BUILDING tapEd 8nd SBaEd it ,.. ,rk.=�• 1 SECTION _ • "� - ' ` .., ... , A-4.2 i ,` ... i - - i � � F2j. 0 it + i _SECTION 1 A-4.2 Document Set Type: � ._`;�. � ' I II I Revision Schedule ;. " `�� ' .�� LOWER ROOF BELOW. ii ��, 22" x 36" SKYLIGHT ii LOWER ROOF BELOW Rev. 4-1/2-in-12 ROOF SLOPE i � i Q' i ON P.T. CURB w/ i r LJ \� # Date Description i i METAL FLASHING i � i COVERED PORCH BELOW I J NOrth Roof Plan , 6-15-2020 Add Window /Permit Revisions Shingles Wall sheathing ', I — — � w � � � DS �-- _______________________ DS L --- i o L---, ROOFSUPPORTBEAMS Roof Kick -out Flashing � �----- i i ' BELOW. SEE STRUCT. DWGS. i i 5 1 /4" 1 �-O�� DS DS iL �L GUTTERS &DOWNSPOUTS DS PREFINISHED ALUMINUM GUTTERS AND DOWNSPOUTS DRAWING USE NOTIFICATION ROOF GENERAL NOTES ATTIC MINIMUM VENT CALCULATIONS 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 THE CONTRACTOR SHALL REVIEW ALL ROOFING AND ROOFING FLASHING DETAILS WITH ROOFING THE FOLLOWING CALCULATIONS PROVIDE THE "MINIMUM" VENTING AS REQUIRED BY THE 2015 ROOF ATTIC VENT CALC'S @LOWER ROOF drawings as required by review of the Building Department in the MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF ASSEMBLY AND ROOFING QTTIC ACCESS HATCHES INTERNATIONAL RESIDENTIAL CODE. THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE 1) NEW ROOF AREA =1437 S.F. (VENT AREA REQUIRED :1437 DIVIDED BY 300 = 4.8 S.F.) jurisdiction where this project is located. DETAILS IN ORDER TO ACHIEVE A WEATHERPROOF ROOFING ASSEMBLY. PROVIDE INSULATED ATTIC ACCESS HATCH AT LOCATIONS SHOWN ON UPPER LEVEL FLOOR PLAN. 1 /300TH OF ROOF AREA IF 50% OF VENTS ARE AT EAVE AND 50% OF VENTS ARE AT RIDGE AND 2) DISTRIBUTION OF VENTS: 50% @RIDGE = 2.4 S.F., 5O% @EAVES = 2.4 S.F. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS ROOFING MATERIALS ATTIC ACCESS HATCHES IN 1 HR. CEILING SHALL HAVE A 1 HR. FIRE RATING (IF 1 HR. CEILINGS ARE IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. 3) MINIMUM NUMBER OF VENTS DRAWING HAS A BUILDING DEPARTMENT °APPRovED° sTAMP REFER TO BUILDING SECTIONS FOR ADDITIONAL ROOFING MATERIAL NOTES AND TYPES. SPECIFIED FOR THIS PROJECT) ATTIC VENTING CALCULATIONS RIDGE VENT (0.076 SQ. FT PER LIN. FT): 32 LIN. FT. OF RIDGE VENT (2.4 S.F. OF VENT APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF ROOF FRAMING ATTIC ACCESS HATCHES SHALL BE 22" x 30" (MIN. SIZE) AND SHALL HAVE 30" MINIMUM UNOBSTRUCTED HEADROOM IN ATTIC ABOVE THE OPENING. ( THE FOLLOWING CALCULATIONS ARE FOR THE MINIMUM ALLOWABLE VENTS. SEE ROOF PLAN FOR LOCATION OF VENTS. AREA ) THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless COORDINATE OPENING WITH ROOF FRAMING. CONTRACTOR SHALL INSTALL VENTING TO MEET THE FOLLOWING MINIMUM REQUIREMENTS. ALL EAVE VENTING SHALL BE BIRD BLOCK EAVE VENTS (0.094 SQ. FT. PER BLOCK): 29 BIRD BLOCKS (2.4 S.F. OF authorized by Client. During Construction Phase, the Clients General REFER TO STRUCTURAL FRAMING DRAWINGS AND ROOF TRUSS MANUFACTURER FRAMING DRAWINGS FOR ROOF FRAMING INFORMATION. ATTIC $c CRAWL SPACE HATCHES INSULATION REQMTS. DISTRIBUTED EVENLY TO ASSURE PROPER AIR FLOW THROUGH ALL PORTIONS OF THE ATTIC AREA. BIRD BLOCK VENTS SHALL VENT AREA) Contractor Builder or Develo er shall be res onsible for ensurin that all � � p p g BE EVENLY DISTRIBUTED AT FRONT AND REAR WALL OF BUILDING TO OBTAIN PROPER AIR FLOW IN ATTIC SPACE. INSTALL COR- 4) MINIMUM VENT AREA REQUIRED : 5.10 S.F. OF VENT AREA Construction Personnel of the General Contractor and all Subcontractors ROOFTOP PENETRATIONS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO A -VENT BELOW SHINGLE LINEAR VENTS WHERE ROOF OVERHANGS OR WALLS ARE LESS THAN 5' TO PROPERTY LINE -USE SOLID are supplied with all Approved and most current documents. NO PLUMBING VENT STACKS OR EXHAUST VENTS WILL BE ALLOWED ON FRONT PORTION OF THE INSULATION ON THE SURROUNDING SURFACES. EAVE BLOCKING IN THOSE AREAS). BUILDING ROOF FACING THE STREET. ALL ROOFTOP PENETRATIONS, PIPES, VENT STACKS SHALL BE ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR NOTE THAT ROOF PLANS MAY SHOW RIDGE VENTS IN EXCESS OF THE REQUIRED MINIMUM SHOWN IN THE CALCULATIONS ARCHITECTURAL COPYRIGHT FLASHED ACCORDING TO ACCEPTABLE INDUSTRY STANDARDS. RESPONSIBILITY FOR ALL ROOFTOP COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS BELOW. This sheet of drawings may not be reproduced in any form without prior FLASHING DETAILS SHALL BE WITH GENERAL CONTRACTOR /ROOFING SUBCONTRACTOR. REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF approval of Carl J. Colson -Architect PLLC. ROOF ATTIC VENTING WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE VENT TYPES These document, the ideas, and designs incorporated herein as an SEE ATTIC VENTING CALCULATIONS FOR MIN. NUMBER OF VENTS ( ) WHEN THE ATTIC ACCESS IS OPENED AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION. 50% OF VENTS SHALL BE INSTALLED AT EAVES AND 50% OF VENTS SHALL BE INSTALLED AT ROOF RIDGE. instrument of service shall remain the property of Carl J. Colson -Architect ALL EAVES SHALL HAVE BIRD BLOCK EAVE VENTS BETWEEN EXPOSED RAFTER TAILS. ALL ROOF "SHINGLE SKYLIGHTS ATTIC VENTING SHALL BE ACCOMPLISHED WITH BIRDBLOCK EAVE VENTS, SHINGLE -OVER RIDGE VENTS, AND BELOW -SHINGLE PLLC and are solely for the use on this project only. These files, drawings, RIDGES SHALL HAVE -OVER" ROOF RIDGE VENTS. ATTIC VENTILATION: NET FREE VENTS. ideas, or designs may not be transmitted electronically without express VENTILATING AREA SHALL NOT BE LESS THAN 1/150's OF THE AREA OF THE SPACE VENTILATED. A VAPOR BARRIER (P.V.A. PAINT) WILL BE INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. A (IF USED ON THIS PROJECT) INSTALL SKLIGHTS ON PRESSURE TREATED 2x4 WOOD CURBS AND BIRD BLOCK VENTS ARE BASED ON 3 2-1/2" DIAMETER HOLES PER VENT BLOCK NFVA = .094 SQ. FT. PER BLOCK () ( ) permission of Architect. They are not be used by the client or any other MINIMUM OF 1"AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING INSTALL WITH METAL FLASHING PER SKYLIGHT MANUFACTURERS REQUIREMENTS. SKYLIGHT GLAZING SHALL BE LAMINATED SAFETY GLASS. RIDGE VENT AREA (0.076 SQ. FT PER LIN FT) 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 AT EAVE VENT LOCATIONS. SKYLIGHT WELLS SHINGLE -OVER VENT (0.0625 SQ. FT. PER LIN. FT) compensation to Carl J. Colson -Architect PLLC. ROOF VALLEY FLASHING Copyright CarlJ.Colson-PLL,c,2oI9. All rights reserved. cO INSTALL CONTINUOUS EXPOSED METAL FLASHING (DARK BRONZE COLOR) OVER CONTINUOUS 36" PROVIDE FLARED SKYLIGHT OPENING AT CEILING LEVEL WHERE SKYLIGHTS ARE INDICATED ON ROOF ATTIC VENT CALC'S @MAIN UPPER ROOF WIDE (MIN.) "GRACE ICE &WATER SHIELD MEMBRANE" AT ALL ROOF VALLEYS BELOW ROOFING FLOOR AND ROOF PLANS. 1) NEW ROOF AREA =1532 S.F. (VENT AREA REQUIRED :1532 DIVIDED BY 300 = 5.10 S.F.) Project Number MEMBRANEAND SHINGLES. ROOF GUTTERS /DOWNSPOUTS SKYLIGHT WELL WALLS SHALL BE PAINTED 1/2" GWB OVER 2 x 6 STUD FRAMING (@ 16" O.C.) WITH R-21 BATT INSULATION. BOTTOM LENGTH OF SKYLIGHT WELL SHALL BE 4'-0"MINIMUM OR AS DIRECTED BY BUILDER. 2) DISTRIBUTION OF VENTS: 50% @RIDGE = 2.55 S.F., 50% @EAVES = 2.55 S.F. 3) MINIMUM NUMBER OF VENTS •• Sheetlssue Date INSTALL ALUMINUM GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN ON ROOF PLAN AND ROOF EDGE DRIP FLASHING RIDGE VENT (0.076 SQ. FT PER LIN. FT): 33.6 LIN. FT. OF RIDGE VENT (2.55 S.F. OF VENT AREA) 03/28/13 � BUILDING ELEVATIONS. PROVIDE BASKET STRAINER LEAFGUARDS IN GUTTERS AT TOP OF ALL BIRD BLOCK EAVE VENTS (0.094 SQ. FT. PER BLOCK): 26 BIRD BLOCKS (2.55 S.F. OF VENT AREA) RES U B Drawn By DOWNSPOUTS. ALL DOWNSPOUTS SHALL DRAIN INTO BELOW GRADE DRAINAGE SYSTEM . INSTALL PAINTED METAL DRIP EDGE FLASHING AT BOTTOM &SIDE EDGES OF ROOF. 4) MINIMUM VENT AREA REQUIRED : 5.10 S.F. OF VENT AREA Author Roof Plan CONTRACTOR TO COORDINATE THIS ITEM PRIOR TO FOUNDATION WORK. CONTRACTOR SHALL ROOF GUTTER GUARDS Jun 15 2020 Scale COORDINATE PAINT COLOR FOR GUTTERS &DOWNSPOUTS WITH OWNER. PROVIDE AND INSTALL CITY OF EDMONDS SCREENED GUTTER GUARDS AT ALL GUTTERS. ALL GUTTERS SHALL HAVE GUTTER GUARDS INSTALLED. GUTTER GUARD BY GUTTERGLOVE DEVE D PARTMENRVICES As indicated Sheet Ptot Dat�/14/2020 7:35:45 PM 4 FT. STAINLESS STEEL 5 IN. MICRO -MESH GUTTER GUARD (10-PACK) -COVERS 40' OF GUTTERS — www.CarlColsonArchitect.com I I - I I I a_ I I I I — — — — — — � I a I I � I-�� LJ� �t�l - I - I I Unexcavated Crawl Space (Garage Slab Above) � � r � r---, I rn I LIJ I----J � J O 4� ,_-----_, 4' ,,-----,, 4�� TO SWITCH � � � � � � O Off\ 0�:.�� ABOVE _ _ � � � � � CM �� ' I' I I I I I _, TV / Rec Room 4�� COORDINATE PHONE &CABLE I II TV OUTLET LOCATIONS wl 4 OWNER @THIS ROOM i ---- - O � ORO O O � — � DIMMER Crawl Space I ter_ -- I R I 4" EXH.� FAN Bath CM , DIMMER • 4„ � @ LIGHTS O SCMD R @ MIRROR � SMOKE /CARBON �� 4�� MONOXIDE DETECTOR �.: I � � / � i � --_ __, �� 4" 4" O O� Guest Bedroom �� COORDINATE PHONE &CABLE �i TV OUTLET LOCATIONS w/ II OWNER @THIS ROOM I I SMOKE DETECTOR i 4 ,,------- 4 , � O SD � � -,1 Basement Lighting Plan PLUMBING & MECH. EQUIPMENT The requirements below are not the only requirements for plumbing and mechanical equipment to be installed in this residence. Contractor and subcontractors shall follow all applicable code and safety requirements when installing these fixtures or equipment items. IN ADDITION TO COMPLYING WITH ALL APPLICABLE PLUMBING REQUIREMENTS, THE PLUMBING CONTRACTOR SHALL CONFORM TO THE ADDITIONAL FOLLOWING PLUMBING REQUIREMENTS: PRESSURE REDUCTION VALVE ON WATER SUPPLY LINE AS REQUIRED BY APPLICABLE CODES AND WATER UTILITY. * EXPANSION TANK REQUIRED ON HOT WATER TANK. *VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO EXTERIOR. * HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE=THIRD OF ITS VERITCAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. * 1" AIRGAP REQUIRED ON DISHWASHERS ALL PLUMBING FIXTURES SHALL COMPLY WITH FLOW RATES AS REQUIRED BY THE CITY OF EDMONDS CODE. THE REDUCED FLOW FIXTURE RATES ESTABLISHED BY THE WASHINGTON STATE ENERGY CODE SHALL NOT APPLY, UNLESS NOTED AS AN ENERGY CREDIT OPTION ON SHEET A-6.1 * NO PLUMBING VENT PIPES OR PROJECTIONS SHALL BE ALLOWED ON FRONT FACING ROOF OF BUILDING. SEE ROOF PLAN FOR NOTES. THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACKFLOW PREVENTER. PROVIDE VENT FOR DRYER TO OUTSIDE (MAX 15' WITH 2-90°S). EXTEND POP -OFF LINE FROM HOT WATER TANK OR BOILER TO THE FLOOR, TO AN INDIRECT WASTE RECEPTOR OR TO THE OUTDOORS. WHERE DISCHARGING TO THE OUTDOORS IN AREAS SUBJECT TO FREEZING, DISCHARGE PIPING SHALL BE FIRST PIPED TO AN INDIRECT WASTE RECEPTOR THROUGH AN AIR GAP LOCATED IN A CONDITIONED AREA. SEE P2803.6.1 FOR COMPLETE INSTALLATION DETAILS. CONDENSATE FROM ALL COOLING COILS OR EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS WHERE IT WOULD CAUSE A NUISANCE. A SECONDARY DRAIN OR AUXILIARY DRAIN PAN SHALL BE REQUIRED FOR EACH COOLING OR EVAPORATOR COIL WHERE DAMAGE TO ANY BUILDING COMPONENTS WILL OCCUR AS A RESULT OF OVERFLOW FROM THE EQUIPMENT DRAIN PAN OR STOPPAGE IN THE CONDENSATE DRAIN PIPING. CONDENSATE LINES FROM HIGH EFFICIENCY HEATERS MUST BE LOCATED WHERE THEY ARE NOT SUBJECT TO FREEZING. INSTALL HEATING AND AIR CONDITIONING EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. WHEN IN A CLOSET OR ALCOVE, THE SPACE SHALL BE A MINIMUM 12"WIDER THAN THE FURNACE WITH A MINIMUM 3" WORKING CLEARANCE REQUIRED AT REAR, SIDES AND TOP OF FURNACE. -- TO LANDSCAPE �� LIGHTING �� .� - Level 1 Lighting Plan A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE FLOOR IN GARAGES. APPLIANCES SHALL NOT BE LOCATED IN SLEEPING ROOMS, BATHROOMS, TOILET ROOMS, STORAGE CLOSETS OR SURGICAL ROOMS, OR IN A SPACE THAT OPENS ONLY INTO SUCH ROOMS OR SPACES. SEE G2406.2 FOR EXCEPTIONS. PROVIDE OUTSIDE COMBUSTION AIR TO ALL GAS APPLIANCES. EXCEPTION: DIRECT VENT APPLIANCES WITH SEALED COMBUSTION CHAMBERS. IF FURNACE &WATER HEATER ARE LOCATED IN GARAGE, PROVIDE 3" CONCRETE FILLED METAL POST WITH A 2' EMBEDMENT AND WITH A 30" EXTENSION ABOVE THE FLOOR TO PROTECT EQUIPMENT IN GARAGE FROM PHYSICAL DAMAGE UNLESS INSTALLED IN AN ALCOVE. ALL HOSE BIBS TO BE FROST -FREE WITH BACK FLOW DEVICE. TOILETS, MAXIMUM 1.6 GALLON PER FLUSH. SHOWERS AND FAUCETS, MAXIMUM 2.5 GALLONS PER MINUTE. AN EXPANSION TANK IS REQUIRED FOR ALL WATER HEATERS AND BOILERS. M2003 WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST MOVEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE PLACED WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD DIMENSIONS OF THE TANK. THE LOWER STRAP SHALL BE A MINIMUM 4" ABOVE THE CONTROLS. PROVIDE PAN WHEN OVER WOOD FRAMED FLOOR. WHERE WATER HEATERS OR HOT WATER STORAGE TANKS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE TANKS OR CONNECTIONS WILL CAUSE DAMAGE, THE TANK OR WATER HEATER SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24 GAGE OR OTHER PANS FOR SUCH USE. THE PAN DRAIN SHALL EXTEND FULL-SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. IRC P2801.5, P2801.5.2 SHOWER COMPARTMENTS SHALL HAVE AT LEAST 900 SQUARE INCHES OF INTERIOR CROSS- SECTIONALAREA. SHOWER COMPARTMENTS SHALL BE NOT LESS THAN 30 INCHES IN MINIMUM DIMENSION MEASURED FROM THE FINISHED INTERIOR DIMENSION OF THE SHOWER COMPARTMENT �, „' R � 4' � i LED LIGHTING BELOW UPPER CABINETS LED LIGHTING BELOW UPPER CABINETS SHALL BE INSTALLED TOWARD OUTER EDGE OF CABINETS. ALL LED UNDER -CABINET LIGHTS SHALL BE ON SAME CIRCUIT EXHAUST FAN n"M� SWITCH FOR WALKWAY & LANDSCAPE LIGHTING ELECTRICAL LAYOUT ALL LIGHT FIXTURE TYPES &LOCATIONS, SWITCH LOCATIONS, AND WIRING CONNECTIONS ARE SCHEMATIC ONLY. ELECTRICIAN SHALL COORDINATE PURCHASE OF ITEMS, LOCATIONS AND LAYOUT WITH OWNER PRIOR TO INSTALLATION. PHONE, CABLE. AND DATA LINE LAYOUT CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PHONE OUTLETS, CABLE TV OUTLETS, AND CABLE OUTLETS FOR COMPUTERS WITH OWNER -TYPICAL FOR ALL LEVELS LANDSCAPE LIGHTING LOW VOLTAGE LANDSCAPE LIGHTING IS TO BE USED FOR THIS PROJECT, ELECTRICIAN SHALL COORDINATE LOCATIONS & TYPES OF ALL LANDSCAPE LIGHTING WI OWNER REAR VENTED GAS FIREPLACE COORD. IGNITER SWITCH &POWER OUTLET LOCATION FOR BLOWER FAN (IF ANY) WITH OWNER & MANUFACTURER REQUIREMENTS FIRE PROTECTION, ELECTRICAL, HEATING. SOLAR &VENTILATION GENERAL NOTES FIRE PROTECTION SYSTEMS: ALARMS &SPRINKLERS HIGH EFFICACY LIGHT BULB REQUIREMENTS CODE STANDARD A MINIMUM OF 75 PERCENT OF THE LAMPS (BULBS) IN PERMANENTLY INSTALLED INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION LAMPS IN LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS (THE OWNER HAS INTERNATIONAL FIRE CODE REQUESTED THAT 100% OF THE LAMPS BE HIGH EFFICACY. COMPLIANCE METHOD: VENTILATION &INDOOR AIR QUALITY ENTIRE HOUSE TO RECEIVE SMOKE DETECTOR ALARMS LOCATED PER IRC SECTION R314. ALARMS ARE TO SOURCE SPECIFIC VENTILATION BE PERMANENTLY WIRED TO HOUSE'S POWER SOURCE AND HAVE BATTERY BACKUP, PER IRC SECTION 1. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL R314.4.. THIS HOUSE IS NOT REQUIRED TO BE SPRINKLERED BE REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. SMOKE DETECTORS 1. BATHROOM EXHAUST.........................................50 CFM 2. KITCHEN EXHAUST (IF APPLICABLE)...............100 CFM CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS AS REQUIRED BY APPLICABLE SAFETY CODES. 3. LAUNDRY ROOM EXHAUST(IF APPLICABLE)......50 CFM SMOKE DETECTORS SHALL BE HARD WIRED (110v) WITH BATTERY BACKUP. WHOLE HOUSE EXHAUST FAN CARBON MONOXIDE DETECTORS WHOLE HOUSE VENTILATION SYSTEMS: DWELLING UNIT SHALL BE EQUIPPED WITH A FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WHOLE HOUSE VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING AT SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH LEAST 0.35 AIR CHANGES PER HOUR, BUT NOT LESS THAN 15 CUBIC FEET PER MINUTE FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. PER BEDROOM PLUS AN ADDITIONAL 15 CUBIC FEET PER MINUTE. WHOLE HOUSE ELECTRICAL VENTILATION SYSTEMS SHALL BE DESIGNED TO LIMIT VENTILATION TO A LEVEL NO GREATER THAN 0.5 AIR CHANGES PER HOUR DURING NORMAL OPERATING CONTRACTOR SHALL PERFORM ALL ELECTRICAL DESIGN AND INSTALLATION ON A DESIGN -BUILD BASIS AND CONDITIONS. SHALL APPLY FOR A SEPARATE PERMIT FOR ALL ELECTRICAL WORK. WHOLE HOUSE FAN SIZE...............................100 CFM 1. CONTRACTOR SHALL COORDINATE ALL SELECTION OF ALL LIGHT FIXTURES, LIGHT FIXTURE LOCATIONS, AND WHOLE HOUSE FAN NOISE RATING....1.5 SONE (MAX.) ELECTRICAL OUTLET LOCATIONS WITH OWNER PRIOR TO PURCHASE OR INSTALLATION OF FIXTURES. CONTROL REQUIRED: MANUAL AND AUTOMATIC CONTROL (24 HR. CLOCK TIMER) 2. CONTRACTOR SHALL COORDINATE ELECTRICAL OUTLET REQUIREMENTS FOR WASHER &DRYER UNITS HEATING SYSTEM WITH SELECTED MANUFACTURERS REQUIREMENTS. 3. REFER TO INDOOR AIR QUALITY NOTES FOR BATHROOM EXHAUST FANS AND WHOLE HOUSE FANS FOR THIS RESIDENCE SHALL BE HEATED BY A GAS FIRED FORCED AIR FURNACE HEATING RESIDENTIAL UNIT. SYSTEM WITH FRESH AIR INTAKE FOR WHOLE HOUSE VENTILATION AND FRESH AIR 4. HEATING: THIS HOUSE SHALL BE HEATED WITH GAS HEAT PUMP WITH THERMOSTATS (PER WASHINGTON INTAKE FOR COMBUSTION AIR. ENERGY CODE). PROVIDE ELECTRICAL SERVICE AS REQUIRED BY MANUFACTURER. THIS SYSTEM SHALL HAVE A HIGH EFFICIENCY HVAC AIR DISTRIBUTION SYSTEM. ALL 5. PROVIDE AND INSTALL EXHAUST FAN OVER KITCHEN RANGE. DUCTWORK SHALL BE IN CONDITIONED SPACES. NO DUCTWORK ALLOWED IN CRAWL 6. ALL OUTLETS IN BATHROOM, KITCHEN, AND WET AREAS SHALL BE GFI OUTLETS. SPACE AREAS. 7. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST HAVE LABEL STATING "SUITABLE FOR DAMP LOCATIONS". 8. RECESSED CEILING FIXTURES MUST BE IC RATED. 9. ISLAND AND PENINSULA COUNTER TOPS 12" OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET FOR EACH 4' OF COUNTER TOP. ELECTRICAL FIXTURE LEGEND SMOKE &CARBON MONOXIDE DETECTOR SCMD • SMOKE DETECTOR SD \ ^ ,r RECESSED LIGHT FIXTURE R 4 4" DIAMETER � Carl J. Colson Architect RECESSED LIGHT FIXTURE DAMP LOCATION 5" DIAMETER I �I 4°� PLLC �I RECESSED LIGHT FIXTURE DAMP LOCATION 4" DIAMETER 23623 20th Ave. W \—/� RECESSED LIGHT FIXTURE Bothell, WA 98021 R� 5" DIAMETER jj" 5 425-806-3703 RECESSED ADJUSTABLE LIGHT FIXTURE ��-y-�� t, R j 5" DIAMETER -DIRECTIONAL FOR ART DISPLAY wwwCarlColsonArchitect.com 5" D P �� KITCHENTISLANDFIXTURE @ENTRY PORCH & Commercial &Residential MIN. 34" ABOVE ISLAND �� S-1 /SEMI -FLUSH LIGHT FIXTURE Architecture SF Evans Residence FXITUREMOU2TDEDLIGHT CM 12" DIA. Project Address CEILING MOUNTED LIGHT FIXTURE. SIZE SELECTED BY OWNER 20018 83rd Ave. W., CM WALL MOUNTED EXTERIOR LIGHT FIXTURE Edmonds WA 98026 WALL MOUNTED INTERIOR LIGHT FIXTURE New SFR at 20018 83rd Ave. W (Lot 1 of PLN20180037) �� WALL MOUNTED INTERIOR SCONCE 700 LUMENS City of Edmonds Permit #: BLD2020-0250 O/� EXHAUST FAN Timer @Switch EXHAUST FAN w/ EXH. FAN TIMER @SWITCH ELECTRICAL OUTLET 240 240 V OUTLET WEATHER PROOF ELECTRICAL OUTLET WP LIGHT SWITCH �� LED UNDER CABINET LIGHTING �� L.E.D. LINEAR SURFACE MOUNTED LIGHT O O� CEILING FAN W/LIGHT FIXTURE 00 1) PROVIDE AND INSTALL LOCALLYCERTIFIED SMOKE DETECTORS AS REQUIRED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE DIRECT WIRED, 110 VOLT INTERCONNECTED WITH A BATTERY BACKUP. 2) PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFI) AS REQUIRED BY THE NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3) UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES 42" OUTLETS 16" TELEPHONE 16" TELEVISION 16" EXHAUST OUTLET TERMINATION 1.3 FEET MIN. FROM PROPERTY LINE 2.3 FEET FROM OPERABLE OPENINGS INTO A BUILDING. 3. 10 FEET FROM MECHANICAL AIR INTAKE. 4. ALL EXHAUST DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED WITH R-4. OUTSIDE FRESH AIR INTAKE OUTSIDE AIR: OUTSIDE AIR SHALL BE BROUGHT INTO RESIDENTIAL UNIT BY EXHAUST FANS /WHOLE HOUSE FANS WHICH WILL DRAW OUTSIDE AIR IN THROUGH FRESH AIR INTAKE VENTS CONNECTED TO AND OPERATED BY SELECTED HVAC SYSTEM. WHERE OUTSIDE AIR SUPPLIES ARE SEPARATED FROM EXHAUST FANS POINT BY DOORS, THE DOORS SHALL BE UNDERCUT BY'h INCH. VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. 1. ROOM FRESH AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A) HAVE CONTROLLABLE AND SECURE OPENINGS. B) OPENINGS SHALL BE SCREENED OR PROTECTED TO PREVENT ENTRY OF INSECTS, LEAVES, OR OTHER MATERIALS. C) BE SLEEVED OR DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. C) PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AIR REQUIRED IN IRC TABLE M1507.3.3(1), IMC TABLE 403.8.1. D) EACH OCCUPIABLE SPACE SHALL HAVE A MINIMUM OF ONE OPENING WITH FOUR SQUARE INCHES OF NET FREE OPENING AREA. RESUB Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Client O Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Leve11 &Basement Lighting Plan / Utility Notes 7543 REGISTERE ARCHITECT G�'� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 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 A�provecl 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 � 04/22/13 � Drawn By Author Level 1 &Basement Lighting Plan /Utility Scale Notes As indicated Sheet PlotDat�l14/2020 7:43:00 PM www.CarlColsonArchitect.com Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 �� wwwCarlColsonArchitect.com �� — — — — � I � III I Commercial &Residential III I III Architecture 11 ELECTRICAL FIXTURE LEGEND � Evans Residence 11 L� I III � MONOXIDE DETEECTOR I • 4�� I I D � — — — — — — — — — — — — — — — _ � I SCMD SMOKE DETECTOR � - - �' Project Address SMOKE DETECTOR �� — — — — �_ CLOSET LIGHTING I -_ _ i'�� I I - -+�� III I �� SD r RECESSED LIGHT FIXTURE � 4"DIAMETER 20018 83r Ave. W., 11 I INSTALLPHILLIPSSLIMSTYLE5" hi �� III 4" RECESSED LIGHT FIXTURE Edmonds WA 98026 DIAMETER LED LIGHTING WI2700•K 4"4„ III I �I DAMP LOCATION 5" DIAMETER � -------- R R � I 4" � rd /Lot / RECESSED LIGHT FIXTURE �(r New SFR at 20018 83 Ave. W 1 of I Bedroom #1 I FM I � I DAMP LOCATION 4" DIAMETER I) =CI PLN20180037 I ; O O I I ', I I a FIXTURE r City of Edmonds Permit #: BLD2020-0250 � OPEN TO LIVING ROOM BELOW i III R 5" DIAMETERIGHT �� li� i y5-.�� RECESSED ADJUSTABLE LIGHT FIXTURE PrO�eCt Client ' - � � � I �� R r 5"DIAMETER -DIRECTIONAL FOR ART Marne &Simon Evans 4 � 4 I � \�� I I 5„ D DISPLAY 20020 83rd Ave. W. I I �- ____ -�� `� i III PENDANT LIGHT FIXTURE @ENTRY PORCH & �� KITCHEN ISLAND. P EdmOndS WA 98026 � Ji III MIN. 34"ABOVE ISLAND I +J� III `� S-1 /SEMI -FLUSH LIGHT FIXTURE Sheet Title DIMMER @LIGHTS @MIRROR I 11 TimerQSwitch R `� \1� I � I I � SF �� FIXTUREM012TDED LIGHT Level 2 Li htin 8� g g I EXH.QFAN � � 4" 4" I ROUTER &COMP. � — — — — — — — � OM � <� �' - I �� i GFI 1 R CONNECTIONS IN CLOSET. COORD. �� 4 � WI OWNER 12" DIA. CEILING MOUNTED LIGHT FIXTURE. SIZE SELECTED BY Outlet Plan � 11 � �� I CM OWNER � O SCMD 4" 4" 4" R I � LIGHT FIOXTURED EXTERIOR _ --- _ 4" ` �` R R WALL MOUNTED INTERIOR LIGHT SCM R �� -------�'��-_------'O I FIXTURE �� 7543 I 4�� y� DIMMER II SWITCH FOR LIGHT ON FAN FIXTURE i I I �� WALL MOUNTED INTERIOR SCONCE REGISTERE �l � � � � � � I � 700 LUMENS ARCHITECT 4 - 4 � R) R � / � R (H) `� `� i � EXHAUST FAN /"� �� `,, ,� 0 � Bedroom #2 ,, — ' � j 4�� O 4�� R �' R � O I I I Timer @Switch EXHAUST FAN w/ -- CARL J. COLSON ��' I O O �-' I -- L ETLI HTIN � COS G G THIS LIGHT � � �R � �O O � I EXH. FAN TIMER@SWITCH SATE OF WASHINGTO I INSTALL PHILLIPS SLIM � I � � � I O O STYLE 5"DIAMETER LED I i CONTROLLED ' �� ` � � 4 FROM BELOW I NlaSter BedrOOm � ii li I I ELECTRICAL OUTLET � I LIGHTING WI2700•K ISSUED FOR PERMIT 1-21-2020 FM 4 �� 4 i R R O___ i I � � SMOKE � � � � I � 240 V OUTLET � 4�� i _- �__� � -- � � SMOKE �� \ �- '� 4� � DETECTOR i � „ � ,_ _, ,___-__, �� i 4 - � 4 - � 4 R �� i R R � � � � I `I -I' 240 WEATHER PROOF � ELECTRICAL OUTLET Document Set Type: - SD DETECTOR � � _ , - - � � � i-i uVP R VI I n I7 I e S 0 SC edu e — — �— LIGHT SWITCH I ------�-- � I �� LED UNDER CABINET LIGHTING ,�!� Rev. # Date Description — — — 4�� _ I � _ _ _ ------- ,I R � I J —J L.E.D. LINEAR SURFACE MOUNTED LIGHT ------- I sF � SF I T 1 6-15-2020 Add Window /Permit Revisions I �` i TWO BATH OOM � , , L SCONCESwIDIMMER �---------- 700 LUMENS EACH I I I � I �� CEILING FANW/LIGHT � FIXTURE I ALIGN SKYLIGHT w/ I I �1, O O LIGHT FIXTURES IN i L_IJ MASTER BATHROOM \ it i _ � GFI � I ` � �� I ELECTRICAL LAYOUT ALL LIGHT FIXTURE TYPES &LOCATIONS, SWITCH 1) PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL DRAWING USE NOTIFICATION — — � SKYLIGHT I I -- � I R � �R � R � I-�'-'� �I LOCATIONS, AND WIRING CONNECTIONS ARE SCHEMATIC ONLY. ELECTRICIAN SHALL COORDINATE PURCHASE OF ITEMS, LOCATIONS GOVERNING CODES. SMOKE DETECTORS SHALL BE DIRECT WIRED, 110 VOLT INTERCONNECTED WITH A BATTERY BACKUP. 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 4 � _ �- 4" ' - - �� - 4' - - - 4' I AND LAYOUT WITH OWNER PRIOR TO 2) PROVIDE AND INSTALL GROUND FAULT CIRCUIT drawings as required by review of the Building Department in the Timer t� Switch 'Master � INSTALLATION. INTERRUPTERS (GFI) AS REQUIRED BY THE NATIONAL ELECTRIC jurisdiction where this project is located. _ I EXH.�FAN Bath � I PHONE, CABLE, AND DATA LINE LAYOUT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS I i I CONTRACTOR SHALL COORDINATE LOCATIONS OF DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP I � � I I LI J ALL PHONE OUTLETS, CABLE N OUTLETS, AND CABLE OUTLETS FOR COMPUTERS WITH OWNER • 3) UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. - _� I R I TYPICAL FOR ALL LEVELS FLOOR: Do not use this drawing for Bidding or Estimating Purposes unless R I � 4" 4" I LANDSCAPE LIGHTING SWITCHES 42" OUTLETS 16" authorized b Client. Durin Construction Phase, the Clients General y g ---------- — — — — — � LOW VOLTAGE LANDSCAPE LIGHTING IS TO BE TELEPHONE 16" Contractor (Builder) or Developer shall be responsible for ensuring that all L USED FOR THIS PROJECT, ELECTRICIAN SHALL TELEVISION 16" Construction Personnel of the General Contractor and all Subcontractors — �� COORDINATE LOCATIONS &TYPES OF ALL LANDSCAPE LIGHTING WI OWNER are supplied with all Atitiroved and most current documents. ARCHITECTURAL COPYRIGHT �� J� ILL_ J� This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson -Architect PLLC. Level 2 Lighting Plan These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson -Architect 1 1 /4" = 1 �- O �� 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. O Project Number � Sheet Issue Date 09/12/18 � RES U B Drawn By Jun 15 2020 Author Level2 Lighting &Outlet Plan CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sheet Plot Dat�/14/2020 7:43:21 PM Scale 1 /4" = 1'-0" www.CarlColsonArchitect.com LINE OF 25' MAX BUILDING HEIGHT ELEV. 436.18' LINE OF PROPOSED BUILDING HEIGHT ELEV. 435.55' PORCH GUARDRAIL SEE DETAIL ON SHE FOR 36" HIGH GUAR LINE OF AVERAGE GRADE: EL. 411.18' WRAPPED BEAM DE SEE DETAIL ON SHE FOR WRAPPED BEA DETAIL PREPRIMING AND PAINTING OF EXTERIOR WOOD SURFACES ANY NATURAL WOOD SIDING OR WOOD TRIM � EXTERIOR SHALL BE PRE- sKYLIGHT- sEE RooF PLAN PRIMED (BY PAINTER OR SUPPLIER) AT ALL SIDES (BEFORE INSTALLATION) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND SHALL BE PAINTED W/ EXTERIOR PAINT AS SELECTED BY OWNER. ALL EXTERIOR WOOD TRIM SHALL HAVE SMOOTH SURFACE // ROOF RAKE NOTE: THE ARCHITECTURAL SOFTWARE SHOWS THE ELEVATION DRAWINGS WITH A DIFFERENT RAKE PROFILE THAN DETAIL BELOW. CONSTRUCT RAKE PER DETAIL BELOW ROOF SLOPE &OVERHANG - PER ROOF PLAN ROOF SHINGLES TO OVERHANG 3/4". INSTALL 26 GAUGE METAL DRIP FLASHING TO DRAIN INTO GUTTER FASCIA: PRIMED (ALL SIDES) & PAINTED 2 x 8 CEDAR TRIM W/SMOOTH FINISH ALL RAKE BOARDS SHALL HAVE ATWO-CUT PLUMB VERTICAL AND HORIZONTAL SURFACE, PER DETAIL MITER JOINT ALL RAKE BOARDS AND FASCIA BOARDS SHALL BE MITERED Roof Rake Detail PTD. 26 GAUGE METAL DRIP FLASHING 1 X 3 PRIMED & PTD. CEDAR TRIM 2 X 8 PRIMED (ALL SIDES) & PTD. CEDAR RAKE BOARD NOTES TO BUILDING ELEVATIONS NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION DRAWINGS AT ALL UNITS.. ALL NOTES MAY NOT APPLY TO EACH UNIT. THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY HOUSES Upper Top Plate DESIGNED BY ARCHITECT. SOME NOTES MAY REFER TO 18.58 � CONSTRUCTION TYPES OR ITEMS NOT FOUND IN THIS PROJECT. PAINTED METAL INSULATED OVERHEAD CARRIAGE STYLE GARAGE DOOR (AUTOMATIC OPENER) W/VISION PANELS AS SHOWN. SELECTION BY OWNER. PAINTED WOOD TRIM AT HEAD OF GARAGE DOOR. 5/4x10 HEAD PIECE WITH WOOD TRIM PROFILE MOLDING AT TOP AND BOTTOM AS SHOWN (SELECTION BY BUILDER). SEE WINDOW SCHEDULE ABOUT METAL HEAD FLASHING REQUIREMENTS. 3). WRAPPED PORCH OR DECK SUPPORT COLUMN. REFER TO Level 2 ENTRY PORCH COLUMN DETAIL FOR INFORMATION. ALL POSTS 10.49 SHALL BE FLASHED TO PREVENT WATER INTRUSION INTO Level 1 Top Plate COLUMN ENCLOSURE. 9.09 `�_ 4.) ASPHALT ROOF SHINGLES. SEE SHEET A-4.1 FOR INFORMATION. 5.) SYNTHETIC DECKING AT ENTRY PORCH. SEE FLOOR PLAN FOR DIMENSIONS & LOCATIONS OF STEPS TO ENTRY WALK & DRIVEWAY. 6.) PAINTED CEDAR (OR SYNTHETIC BOARD) TRIM BOARD @ EDGE OF DECK PRIMED &PAINTED CEDAR SIDING OR HARDIEBOARD SIDING LEVEL 1 FIN. FLR. OR HARDIE SHINGLE SIDING. SEE BUILDING SECTIONS FOR EL. 413.5' NOTES ON WALL ASSEMBLY. Level 1 0.00 � INSULATED VINYL WINDOWS - REFER TO FLOOR PLAN & T.O.F.W. WINDOW SCHEDULE FOR TYPES. -1.18 _ _ _ _ _ 9.) PRIMED &PAINTED CEDAR TRIM AROUND WINDOWS & DOORS. SEE DETAILS ON SHEET A-5.1 FOR TRIM INFORMATION. 10. iX CEDAR BOARD WRAP AT ROOF SUPPORT BEAM AT PORCH. 11. PAINTED 5/4 x 6 PRIMED &PAINTED CEDAR CORNER BOARDS BASEMENT FIN. FLR. 12. 2x PRIMED AND PAINTED RAKE BOARDS (AT WALL SURFACE EL. 404.23' BEHIND ROOF OVERHANG) W/PRIMED &PAINTED CEDAR 1X4 TRIM � Basement _g 27 1� ELECTRIC METER -INSTALL PER ELECT. CO. REQUIREMENTS. 14. GAS METER -INSTALL PER GAS CO. REQUIREMENTS. 15. PAINTED METAL INSULATED DOOR. STYLE SELECTION BY III III III III III III III III III III III III III III III III III III III- OWNER. East Elevation 16. PORCH ROOF FRAMING: PREMANUFACTUREDBOOF 7 TRUSSES @ 24" O.C.. REFER TO SECTION DRAWINGS FOR PORCH � 1 / ♦ /^ �� _ ♦ �-O�� CEILING INFORMATION �� I �F I 17. STAIRS FROM PORCH TO FINISH GRADE. CONTRACTOR TO COORD. NUMBER OF TREADS &RISERS W/ELEVATION OF FINISH GRADE. TREADS &RISERS SHALL BE SYNTHETIC "TREX"DECKING LINE OF 25' MAX MATERIAL. ALL FRAMING &SUPPORT POSTS (IN CONCRETE BUILDING HEIGHT FOOTINGS) SHALL BE PRESSURE TREATED WOOD PER ELEV. 436.18' STRUCTURAL DRAWINGS. ---------------------------------------- - 1�COVEREDDECKW/WATERPROOF WALKING SURFACE MEMBRANE -SEE LEVEL 2 FLOOR PLAN FOR NOTES LINE OF PROPOSED 19. PRIMED AND PAINTED CEDAR GUARDRAIL, CAP, AND POSTS. BUILDING HEIGHT GUARDRAIL SHALL BE 36"HIGH ABOVE DECK. SEE DETAIL ON ELEV. 435.55' SHEET A-4 4 III III III � � � � i � � � i i i i � )ER NOTE: OPEN TO FOUNDATION WALL IS DECK BEYOND_ PED. REFER TO STRUCTURAL VINGS AND COORDINATE PED WALL wl GRADING PLAN EXTERIOR VENT FOR VENTED FIREPLACE unvnvu r�rs�n OPEN TO PATIO -T III III . 1 tftYUNU i � I -�� . �� T 131' 5' - 0"- '�� .1 �� . 7� - 9�� POSSIBLE RETAINING WALL @ THIS AREA. COORDINATE _�_ � w/SITE GRADING PLAN �� -III III III III �T � I � � I � � I � 1-f I � � I �T South Elevation SEE EAST ELEVATION FOR TYPICAL EXTERIOR NOTES Upper To�Plate 18.58 � o _ � � o v W 2 J Q M � Z o 2 c� - Level2 � "' x 10.49 o z Level 1 To�Plate o 9.09 - o m � M � � iG � N 2 r � o v N N �° Levell _"' 0.00 T.O.F.W. -1.18 LINE OF AVERAGE GRADE: EL. 411.18' SLOPING GRADE & LANDSCAPE BLOCK RETAINING WALLS � THIS AREA. REFER TO CIVIL T ENGINEER FOR SITE °° GRADING PLANS Basement 9 27 �T � � II III I 2� PAINTED METAL FLUE VENT FOR GAS FIREPLACE. COORDINATE COLOR OF PAINT W/OWNER 21. CHIMNEY FLUE ENCLOSURE: MANUFACTURED STONE VENEER W/PRECAST STONE OR METAL CAP OVER CEMENT BACKER BOARD OVER WATERPROOF MEMBRANE (ICE -WATER SHIELD) OVER WEATHER RESISTIVE BARRIER OVER PRESSURE TREATED PLYWOOD OVER SCHEDULED EXTERIOR WALL. STONE SELECTION BY OWNER. SEE ROOF PLAN FOR ROOF CRICKET AND ADDITIONAL INFORMATION 2� LANDSCAPE RETAINING WALLS -SEE GRADING PLAN FOR LOCATION &TYPE 23. GAS FIREPLACE AT DINING DECK. SEE LEVEL 1 FLOOR PLAN AND SOUTH BUILDING SECTION FOR ADDITIONAL INFORMATION 2� SYNTHETIC STONE VENEER (SELECTION BY OWNER) OVER CEMENT BACKERBOARD OVER WATERPROOF MEMBRANE OVER PRESSURE TREATED PLYWOOD SHEATHING OVER 2x6 STUD WALL. TOP OF STONE VENEER SHALL HAVE PRIMED AND PAINTED CEDAR COPING w/METAL FLASHING @TOP EDGE. RESUB Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence ,,_ ��, Project 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 South &East Exterior Elevations 7543 REGISTERE ARCHITECT G,,."� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 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 Atitiroved 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 � 01 /14/14 � Drawn By Author South &East Exterior Elevations Scale As indicated Sheet Plot Dat�/14/2020 7:43:42 PM www.CarlColsonArchitect.com NOTES TO BUILDING ELEVATIONS LINE OF 25' MAX BUILDING HEIGHT ELEV. 436.18' � LINE OF PROPOSED BUILDING HEIGHT ELEV. 435.55' LINE OF AVERAGE GRADE: EL. 411.18' LANDSCAPE BLOCK RETAINING WALL BEYOND. SEE CIVIL SITE GRADING PLANS PREPRIMING AND PAINTING OF EXTERIOR WOOD SURFACES ANY NATURAL WOOD SIDING OR WOOD TRIM @EXTERIOR SHALL BE PRE - PRIMED (BY PAINTER OR SUPPLIER) AT ALL SIDES (BEFORE INSTALLATION) AND SHALL BE PAINTED W/ EXTERIOR PAINT AS SELECTED BY OWNER. ALL EXTERIOR WOOD TRIM SHALL HAVE SMOOTH SURFACE ROOF RAKE NOTE: THE ARCHITECTURAL SOFTWARE SHOWS THE ELEVATION DRAWINGS WITH A DIFFERENT RAKE PROFILE THAN DETAIL BELOW. CONSTRUCT RAKE PER DETAIL BELOW ROOF SLOPE & OVERF PER ROOF PLAN ROOF SHINGLES TO OVERHANG 3/4". INST/ GAUGE METAL DRIP FLASHING TO DRAIN IP GUTTER FASCIA: PRIMED (ALL & PAINTED 2 x 8 CEDA W/SMOOTH FINISH ALL RAKE BOARDS SH HAVE ATWO-CUT PLU..._ VERTICAL AND HORIZONTAL SURFACE, PER DETAIL MITER JOINT ALL RAKE BOARDS AND FASCIA BOARDS SHALL BE MITERED Roof Rake Detail PTD. 26 GAUGE METAL DRIP FLASHING 1 X 3 PRIMED & PTD. CEDAR TRIM 2 X 8 PRIMED (ALL SIDES) & PTD. CEDAR RAKE BOARD _ � c� _ w � = w z=_ s � J_ Z � � CO J w � m m o Q w N o 0 r o � N N � � LINE OF 25' MAX BUILDING HEIGHT r` imi _ _ �t � ■ � � � � � � � ■ � � � � � � � � � _ � � _ry � '� r r Y � �� r " � r Upper To Pp late 18.58 Level 2 - 10.49 Level 1 To Pp late 9.09 r �� 1 24 LEVEL 1 FIN. FLR. EL. 413.5' N /` _ Level i T 0.00 III �� I I � �� III �� III �� III III III III III III III �� _ North Elevation / 0 West Elevation ri SEE SOUTH &NORTH ELEVATION FOR TYPICAL EXTERIOR NOTES T.O. F. W . -1.18 I INIF nF �ti� nnou LINE OF AVERAGE GRADE: EL. 411.18' NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION DRAWINGS AT ALL UNITS.. ALL NOTES MAY NOT APPLY TO EACH UNIT. THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY HOUSES DESIGNED BY ARCHITECT. SOME NOTES MAY REFER TO CONSTRUCTION TYPES OR ITEMS NOT FOUND IN THIS PROJECT. PAINTED METAL INSULATED OVERHEAD CARRIAGE STYLE GARAGE DOOR (AUTOMATIC OPENER) W/VISION PANELS AS SHOWN. SELECTION BY OWNER. PAINTED WOOD TRIM AT HEAD OF GARAGE DOOR. 5/4x10 HEAD PIECE WITH WOOD TRIM PROFILE MOLDING AT TOP AND BOTTOM AS SHOWN (SELECTION BY BUILDER). SEE WINDOW SCHEDULE ABOUT METAL HEAD FLASHING REQUIREMENTS. 3). WRAPPED PORCH OR DECK SUPPORT COLUMN. REFER TO ENTRY PORCH COLUMN DETAIL FOR INFORMATION. ALL POSTS SHALL BE FLASHED TO PREVENT WATER INTRUSION INTO COLUMN ENCLOSURE. 4.) ASPHALT ROOF SHINGLES. SEE SHEET A-4.1 FOR INFORMATION. 5.) SYNTHETIC DECKING AT ENTRY PORCH. SEE FLOOR PLAN FOR DIMENSIONS &LOCATIONS OF STEPS TO ENTRY WALK &DRIVEWAY. 6.) PAINTED CEDAR (OR SYNTHETIC BOARD) TRIM BOARD @ EDGE OF DECK PRIMED &PAINTED CEDAR SIDING OR HARDIEBOARD SIDING. SEE BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY. INSULATED VINYL WINDOWS - REFER TO FLOOR PLAN &WINDOW SCHEDULE FOR TYPES. 9.) PRIMED &PAINTED CEDAR TRIM AROUND WINDOWS &DOORS. SEE DETAILS ON SHEET A-5.1 FOR TRIM INFORMATION. 1� 1X CEDAR BOARD WRAP AT ROOF SUPPORT BEAM AT PORCH. 11. PAINTED 5/4 x 6 PRIMED &PAINTED CEDAR CORNER BOARDS 1� 2x PRIMED AND PAINTED RAKE BOARDS (AT WALL SURFACE BEHIND ROOF OVERHANG) W/PRIMED &PAINTED CEDAR iX4 TRIM 13. ELECTRIC METER -INSTALL PER ELECT. CO. REQUIREMENTS. 14. GAS METER -INSTALL PER GAS CO. REQUIREMENTS. 15. PAINTED METAL INSULATED DOOR. STYLE SELECTION BY OWNER. 1� PORCH ROOF FRAMING: PREMANUFACTURED ROOF TRUSSES @ 24" O.C.. REFER TO SECTION DRAWINGS FOR PORCH CEILING INFORMATION 17. STAIRS FROM PORCH TO FINISH GRADE. CONTRACTOR TO COORD. NUMBER OF TREADS &RISERS W/ ELEVATION OF FINISH GRADE. TREADS & RISERS SHALL BE SYNTHETIC "TREX" DECKING MATERIAL. ALL FRAMING & SUPPORT POSTS (IN CONCRETE FOOTINGS) SHALL BE PRESSURE TREATED WOOD PER STRUCTURAL DRAWINGS. 18. COVERED DECK W/ WATERPROOF WALKING SURFACE MEMBRANE - SEE LEVEL 2 FLOOR PLAN FOR NOTES 1� PRIMED AND PAINTED CEDAR GUARDRAIL, CAP, AND POSTS. GUARDRAIL SHALL BE 36" HIGH ABOVE DECK 20. PAINTED METAL FLUE VENT FOR GAS FIREPLACE. COORDINATE COLOR OF PAINT W/OWNER 2� CHIMNEY FLUE ENCLOSURE: MANUFACTURED STONE VENEER W/ PRECAST STONE OR METAL CAP OVER CEMENT BACKER BOARD OVER WATERPROOF MEMBRANE (ICE -WATER SHIELD) OVER WEATHER RESISTIVE BARRIER OVER SCHEDULED EXTERIOR WALL. STONE SELECTION BY OWNER. SEE ROOF PLAN FOR ROOF CRICKET AND ADDITIONAL INFORMATION 22. LANDSCAPE RETAINING WALLS -SEE GRADING PLAN FOR LOCATION & TYPE 2� GAS FIREPLACE AT DINING DECK. SEE LEVEL 1 FLOOR PLAN AND SOUTH BUILDING SECTION FOR ADDITIONAL INFORMATION 24. SYNTHETIC STONE VENEER (SELECTION BY OWNER) OVER CEMENT BACKERBOARD OVER WATERPROOF MEMBRANE OVER PRESSURE TREATED PLYWOOD SHEATHING OVER 2x6 STUD WALL. TOP OF STONE VENEER SHALL HAVE PRIMED AND PAINTED CEDAR COPING w/METAL FLASHING @TOP EDGE. RESUB Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence ✓ Y✓ _Y✓ Y✓ Y✓ Y✓ Y✓ Y✓" Y✓" Y✓" ✓ Project 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 North &West Exterior Elevations 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 6-15-2020 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 Atitiroved 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 � 07/05/18 � Drawn By Author North &West Exterior Elevations Scale As indicated Sheet Plot Dat�/14/2020 7:44:19 PM www.CarlColsonArchitect.com ROOF RIDGE VENTS SEE ROOF PLAN FOR ALL RIDGE VENT LOCATIONS &ROOF VENT CALCULATIONS PAINTED 2 x 8 CEDAR FASCIA BOARD. PRE -PRIMED @ALL SIDES (TYP) PORCH ROOF/CEILING FRAMING: SEE STRUCTURAL DRAWINGS FOR ALL FRAMING INFORMATION. FRAMING SUB SHALL COORDINATE TOP OF BEAM ELEVATION (IF NECESSARY) SO THAT PORCH FASCIA ALIGNS w/ADJACENT ROOF FASCIA"S ALIGN FASCIA'S PRIMED AND PAINTED SMOOTH PLYWOOD SHEATHING AT AREA OF EXPOSED EAVES (TYP) CEILING BOX BEAM WRAPPED WI PRIMED AND PAINTED 1 x CEDAR WOOD TRIM). SEE STRUCT. DRAWINGS FOR BEAM SIZES SEE SHEET A-3.1 FOR PORCH COLUMNS DETAIL WOOD FRAMED DECK (W/SYNTHETIC DECKING OVER PRESSURE TREATED WOOD FRAMING) @ ENTRY PORCH - SELECTION BY OWNER. PRESSURE TREATED BOARDS @DECK FRAMING E t Po c , �' ,' ' ,' APPLY LIQUID PRESSURE TREATED WOOD SEALANT @ALL PRESSURE TREATED BOARDS THAT ARE CUT OR RIPPED. TREAT AT ALL EXPOSED ENDS &SIDES (TYP AT ALL AREAS) ROOF SLOPE &OVERHANG SEE ROOF PLAN FOR ALL ROOF SLOPE AND OVERHANG INFORMATION ROOF TRUSS PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. -SEE STRUCTURAL DRAWINGS. TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY. REFER TO ROOF PLAN &EXTERIOR ELEVATIONS FOR ROOF DESIGN THAT INCLUDES GABLES, HIPS, OR OVERFRAMED AREAS. � ROOF @LIVING ROOM IS FRAMED w/ JOISTS, RATHER THAN TRUSSES. SEE STRUCTURAL DRAWINGS FOR FRAMING FULL HEIGHT STUDS @THIS WALL PRIMED AND PAINTED TONGUE AND GROOVED BOARDS CEILING AT ENTRY AND KITCHEN PORCH.. SEE STRUCTURAL DRAWINGS FOR PORCH ROOF /CEILING FRAMING INFORMATION OPEN TO BEYOND Livin R� oom SEE WINDOW SCHEDULE SHEET FOR ALL INTERIOR DOOR &WINDOW TRIM INFORMATION � FLOOR CONSTRUCTION SEE ASSEMBLY NOTES BELOW FOR FLOOR CONSTRUCTION OVER UNHEATED AREA SEE STRUCTURAL NOTES FOR THIS JOIST INFORMATION R-49 INSULATION @ATTIC ATTIC ACESS IN MASTER CLOSET SEE FLOOR PLAN FOR ATTIC ACCESS HATCH LOCATION ROOF TRUSS BEARING ROOF TRUSS NOT TO BEAR UPON INTERIOR WALLS (UNLESS NOTED ON STRUCTURAL DRAWINGS) R-38 INSULATION @ROOF JOISTS @ LVING ROOM AREA Bedroom #1 INTERIOR WALL SEE WALL CONSTRUCTION ASSEMBLY NOTES BELOW FOR INTERIOR WALL CONSTRUCTION DUCTWORK NO DUCTWORK ALLOWED IN ATTIC OR CRAWL SPACE (TYPICAL) CEILING AT ATTIC SEE ASSEMBLY NOTES BELOW FOR CEILING CONSTRUCTION EXTERIOR WALL SEE WALL CONSTRUCTION ASSEMBLY NOTES BELOW FOR EXTERIOR WALL CONSTRUCTION � — FLOOR FRAMING FRAMING IS SCHEMATIC ONLY. SEE STRUCTURAL DRAWINGS FOR ALL FLOOR JOIST SIZES, SPACING, SUPPORT POSTS, AND POST FOOTINGS INSTALL DRAFTSTOPS INFLOOR/CEILING ASSEMBLIES SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000 S.F. PARALLEL CHORD WOOD FLOOR TRUSSES @ UPPER LEVEL ONLY. (FRAMING SHOWN IS SCHEMATIC ONLY -SEE STRUCTURAL DRAWINGS FOR SIZE, FRAMING LAYOUT, AND SUPPORTING BEAMS AT THIS AREA) VENTILATED CRAWL SPACE :SEE FOUNDATION PLAN FOR LOCATION OF FOUNDATION VENTS SIDE MOUNTED JOIST HANGERS ATTACHED TO SILL PLATE PER STRUCT. DRAWINGS STRUCTURAL BEAM ' WRAPPED W/GYP. BOARD. SEE STRUCT. DRAWINGS STRUCTURAL BEAM (BEYOND) WRAPPED WI GYP. BOARD Gara;?e PROJECTING WALL BEYOND. SEE FLOOR PLAN FOR LOCATION GARAGE SLAB 4" REINFORCED CONC. SLAB (w/THICKENED EDGES) OVER VAPOR BARRIER OVER 4" COMPACTED GRAVEL FILL. INSTALL CRACK CONTROL JOINTS PER GARAGE FLOOR PLAN. SLOPE SLAB TOWARD GARAGE DOORS TRUSS BIRD BLOCK VENTS BIRD BLOCK VENTS @EAVES BY ROOF ALL BIRD BLOCK VENTS SHALL HAVE INSECT SCREEN AT ATTIC SIDE OF BLOCK �I� ' ELEVATION OF GARAGE SLAB VARIES STONE VENEER @THIS AREA � �_ a 1 - � a _ �aa � � � � � � � � n �° .� , a � � � � � � a � a � �- o 000 0 00 0 00 0 000 0 000 0 000 000�0�0 000 0 00 0 00 0 000 000 0 00 0 000 0 000 0 000 0 0 �� o 0 0 0 0 0 0 0 0 0 0 �o� o 0 0 _o o _o 0 0 0 o °o° °o° °o° °o° °o° °o° °o° °o° °o° °o° °o° °o° °o° °o° `b o -.. - o - o- =.. o- 's.- c =o- c � °o- c a= :c`� `b .c `b" '� � o `b% =� `b° =� - o- - - o- °o i I . FLOOR INSULATION . � � � °° °° °� �� =HOLD TOP OF THIS FOUNDATION WALL I I v � ° �° a i a R-38 INSULATION @FLOORS I � I _BELOW GARAGE FLOOR SLAB. SEE LEVEL 1 iii iii i � i OVER UNHEATED SPACES �I � I � FLOOR PLAN FOR LOCATION AND -_ SITE RETAINING WALL BEYOND. SEE SITE �I a L — — — — — — — — — — — — — — — — — — — — � � _COORDINATE w/ STRUCTURAL DRAWINGS - GRADING PLAN FOR LOCAi ION &MATERIAL= � L a - STRUCTURAL FRAMING— �� III � � � � � � - ° - - �� FOUNDATION VENTS & WELLS i ,a o- - SEE STRUCTURAL DRAWINGS - a°_ -°, Q , a � a - �� O I � SEE EXTERIOR ELEVATION DRAWINGS & - FOR ALL FLOOR FRAMING AND - - - FOUNDATION PLAN FOR LOCATIONS &VENT = � III III SUPPORT POSTS, FOUNDATION � I - CALCULATIONS ON FOUNDATION PLAN SHEET— CRAWL SPACE BARRIER , , , WALLS & FOOTINGS IN CRAWL I III III III _VAPOR BARRIER.AS SPECIFIED IN SPACE (TYPICAL) III - I I � III III III NOTES ON THIS PAGEI EXTEND UPISiDE III III � � III III III III III � � � � WALLS A MIN. OF 12 I I I I CRAWL SPACE CLEARANCE CRAWL SPACE ACCESS BUILDER NOTE: THIS FOUNDATION WALL I I I MAINTAIN 27"CLEARANCE BETWEEN SEE FLOOR PLANS FOR CRAWL &FOOTING WILL STEP DOWN I I I BOTTOM OF SUPPORT BEAMS AND CONC. SPACE ACCESS HATCH INCREMENTALLY TO BASEMENT LEVEL I I I SLAB IN CRAWL SPACE BEYOND. COORDINATE W/ STRUCTURAL I I EXTENT OF BASEMENT BEYOND -SEE BASEMENT FLOOR PLAN DRAWINGS &SITE CONDITIONS I I_ _ _ _ _ _ _ r--- ------------ ------------ ----------------------ZL� L------------------------------------------------------------J (� � Section Through Porch, Living Room, 8� Garage CONSTRUCTION ASSEMBLY NOTES WALL ASSEMBLY NOTES SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND FASTENERS ON SHEET A-1.2 FIRE RATED ASSEMBLIES REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION REQUIREMENTS BETWEEN GARAGE AND LIVING SPACE TYPICAL EXTERIOR WALL CONSTRUCTION HARDIE-PLANK LAP SIDING (SMOOTH FINISH AND MATCHING CAULK) W/ 6" EXPOSURE OVER BENJAMIN OBDYKE HYDROGAP DRAINABLE HOUSEWRAP OVER 1 /2" EXT. PLYWOOD (OR 7/16" O.S.B.). SHEATHING OVER 2x6 STUDS @ 16" O.C. W/ R-21 BATT INSULATION AND 1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER (OR BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260). SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. ANY NATURAL WOOD SIDING OR WOOD TRIM @EXTERIOR SHALL BE PRE -PRIMED AT ALL SIDES (BEFORE INSTALLATION) AND PAINTED W/EXTERIOR PAINT. SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. STONE VENEER EXTERIOR WALL CONSTRUCTION SYNTHETIC STONE VENEER (SELECTION BY OWNER) OVER CEMENT BACKERBOARD OVER WATERPROOF MEMBRANE OVER PRESSURE TREATED PLYWOOD SHEATHING OVER 2x6 STUD WALL. TOP OF STONE VENEER SHALL HAVE PRIMED AND PAINTED CEDAR COPING OR COPING BY STONE MANUFACTURER (OWNER SELECTION) w/METAL FLASHING @TOP EDGE. TYPICAL INTERIOR WALL CONSTRUCTION 1/2" PAINTED GYPSUM WALLBOARD (GWB) AT EACH SIDE OF WALL W/ 2x4 STUDS @ 16" O.C. USE 1/2" WATER RESISTANT GYP. BD. @ALL KITCHEN, BATHROOM, AND LAUNDRY ROOM LOCATIONS. USE WONDERBOARD (CEMENT BACKERBOARD) BACKING BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS GARAGE WALL CONSTRUCTION (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION BETWEEN GARAGE AND LIVING AREAS) 5/8" PTD. TYPE X GYPSUM WALLBOARD (FIRETAPED) AT INTERIOR FACE OF WALL WITH 2x4 OR 2x6 STUDS @ 16" O.C.. EXTERIOR FACE OF WALL SHALL BE PRE- PRIMEDAND PAINTER CEDAR OR HARDIE-PLANK HORIZONTAL LAP SIDING OVER FORTIFIBER WEATHERSMART DRAINABLE OR BENJAMIN OBDYKE HYDROGAP DRAINABLE HOUSEWRAP OVER 1/2" EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS FOR LOCATION OF CULTURED STONE VENEER TO BE APPLIED IN LIEU OF WOOD SIDING. WALL ANCHORING UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS, BOLT APPROVED MUD SILL (PER SEC 2317.4 TO TOP OF CONC. WALL W/ 5/8" x 10" ANCHOR BOLTS @ 4'-0" O.C. & 1'-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT MUDSILL BASEMENT WALL WATERPROOFING (IF USED ON PROJECT TUFF-N-DRI H8 WATERPROOFING MEMBRANE AT ALL BELOW GRADE BASEMENT WALLS INSTALL TREMCO BARRIER SOLUTIONS DRAINSTAR Z-DRAIN (DRAINAGE MAT W/ FILTER FABRIC) OVER WATERPROOFING MATERIAL. INSTALLATION BY MANUFACTURER APPROVED INSTALLERS PER MANUFACTURER DETAILS AND REQUIREMENTS. CRAWL SPACE NOTES CRAWL SPACE VAPOR BARRIER 12 MIL ANTIMICROBIAL CRAWL SPACE LINER BY TUFF SCRIM . ALL JOINTS TO BE TAPED AND VAPOR BARRIER SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS. EXTEND UP SIDE WALLS A MIN. OF 12" WALL &CEILING PENETRATIONS REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE FOR REQUIREMENTS FOR ALL PENETRATIONS THRU RATED WALLS, FLOOR/CEILING, AND CEILING/ROOF. ROOF ASSEMBLY NOTES ROOF /ATTIC VENTILATION BIRD BLOCK VENTS @ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN ON ROOF PLAN. SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/300th ATTIC AREA ROOF VENTILATION W/ 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE CROSS VENTILATION. 1"MIN. AIR SPACE ABOVE INSULATION ABOVE PER SECTION 1505.3 MIN. 3 SQ. FT. PROVIDE WIND BAFFLE W/ 1"AIR SPACE ABOVE ATTIC INSULATION. EXTEND TO A POINT 12" VERTICALLY ABOVE INSULATION. TYPICAL ROOF CONSTRUCTION CONTRACTOR SHALL INSTALL A 30 YEAR ASPHALT COMPOSITION SHINGLES (CERTAINTEED PRESIDENTIAL SERIES) -COLOR SELECTION BY OWNER; OVER OWENS CORNING PROARMOR 42-IN X 286-FT 1000-SQ FT SYNTHETIC ROOF UNDERLAYMENT OVER SHEATHING (AS SCHEDULED BY STRUCTURAL ENGINEER OVER SCHEDULED FRAMING MEMBERS. ALL ROOF VALLEYS SHALL HAVE A 36"WIDE CONTINUOUS STRIP OF GRACE ICE -WATER SHIELD (EQUALLY SPACED AT CENTERLINE OF ROOF VALLEY) AND DARK BRONZE METAL VALLEY FLASHING REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES. REFER TO STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS AND ATTACHMENT INFORMATION ON ALL STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD PER STRUCTURAL DRAWINGS. BRACE WALLS PER 2015 INTERNATIONAL RESIDENTIAL CODE ROOF GUTTER CONSTRUCTION REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS. CEILINGS AT ATTIC SPACE 1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 OVER SCHEDULED CEILING JOISTS @ 24" O.C. W/ R-49 BATT INSULATION. CONC. SLAB /INSULATION CONCRETE FLOOR SLAB ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4" THICK OVER UNDERSLAB VAPOR RETARDER (STEGO WRAP 15 MIL. REINFORCED PLASTIC) OVER 4" FREE DRAINAGE GRAVEL (W/ NO FINES). SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION. CONCRETE SLABS BELOW HEATED AREAS SHALL HAVE R-10 RIGID INSULATION (2" THICK) BELOW SLAB. PROVIDE P.T. 2x4 BETWEEN SLAB EDGE AND FOUNDATION WALL WHERE SLAB IS LESS THAN 2' BELOW FINISH GRADE. FLOOR, STAIRS. GUARDRAILS FLOORS /CEILINGS GLUE 3/4" T&G PLYWOOD SUBFLOOR (SCREWS @ 6" O.C. @EDGES -10" O.C. AT INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED FLOOR JOISTS ORTRUSS - GLUE TO EACH JOIST. FLOOR LOAD : 10 PSF DEAD LOAD 40 PSF LIVE LOAD. INSTALL 1/2" PTD. G.W.B. CEILING AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT INSULATION BELOW PLYWOOD SUBFLOOR OVER UNHEATED AREAS. SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES. SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING GYPSUM WALLBOARD REQUIREMENTS. STAIR /STEPS CONSTRUCTION 1) MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11": HEADROOM MINIMUM SHALL BE 6'-8":WIDTH SHALL BE 36"MINIMUM. REFER TO FLOOR PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD DIMENSIONS. 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND PLACED MINIMUM 34", MAXIMUM 38" ABOVE TREAD NOSING. 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/2" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36"HIGH WITH INTERMEDIATE MEMBERS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. (DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS WITHIN INDIVIDUAL UNITS MAY USE 36"HIGH GUARDRAILS). ALL STAIRS SHALL HAVE SOLID RISERS (EXTERIOR STAIR TREADS AND RISERS SHALL BE TREX TYPE SYNTHETIC SURFACES). GUARDRAILS ARE TO BE DESIGNED TO RESIST A 200 LB. CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. PATIO CONSTRUCTION 1) ALL PATIOS SHALL BE CONSTRUCTED WITH THE FOLLOWING MATERIALS: PATIO SURFACE: 4" CONCRETE SLAB ON COMPACTED GRAVEUFILL WITH EXPOSED AGGREGATE FINISH. SEE FLOOR PLAN FOR CONTROL JOINT LOCATION. 2) PATIOS SHALL BE CONSTRUCTED AS SHOWN ON LOWER LEVEL FLOOR PLAN DRAWINGS. PORCH &DECK CONSTRUCTION PORCH AND RAISED DECKS LEVEL 1 COVERED DINING DECK SHALL BE SYNTHETIC WATERPROOF DECK COATING (SELECTION &COLOR BY OWNER) OVER PRESSURE TREATED PYLYWOOD OVER PRESSURE TREATED FRAMING WOOD FRAMING. (SEE STRUCTURAL DRAWINGS FOR DECK FRAMING AND DECK SUPPORT POST INFORMATION) ENTRY PORCH, REAR PORCH @LEVEL 1, AND STEPS TO DECKS SHALL BE SYNTHETIC DECKING MATERIAL (SELECTION BY OWNER) OVER PRESSURE TREATED WOOD FRAMING. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION. LEVEL 1 COVERED DINING DECK SHALL HAVE ATOP -MOUNTED GUARDRAIL SYSTEM (36"HIGH ABOVE WALKING SURFACE) AND VERTICAL BALUSTERS SHALL BE PLACED SO THAT A 4" DIAMETER SPHERE WILL NOT PASS BETWEEN BALUSTERS OR STRINGERS. SEE ELEVATION DRAWINGS AND DECK DETAILS FOR ADDITIONAL INFORMATION. BASEMENT PORCH: SEE STRUCTURAL DRAWINGS FOR SLAB THICKNESS & REINFORCING. BASEMENT PORCH SHALL BE 4"THICK CONCRETE SLAB. ALL CONRETE PORCHES, STEPS, WALKWAYS, AND PAVERS SHALL BE INSTALLED ON GRAVEL BASE OVER COMPACTED SOIL PER STRUCTURAL ENGINEERING STANDARDS. FIREBLOCKING FIREBLOCK CONSTRUCTION 1. INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015 EDITION OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT VERTICAL OPENINGS WHERE EXHAUST FAN DUCTS ARE ROUTED TO ROOFTOP EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE. 3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND AS FOLLOWS: A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE CEILING AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. ROOF CONSTRUCTION SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR INFORMATION Upper Tom Plate 18.58 HEADERS @EXT. DOORS &WINDOWS ALL HEADERS @EXTERIOR WALLS SHALL BE INSULATED PER CODE STANDARDS (TYPICAL) 00 �vel 2 10.49 M Level 1 Tom P Levell � 0.00 T_O.F.W. N -1.18 CONTRACTOR NOTE TOP & BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE ONLY. ACTUAL _ ELEVATIONS WILL DEPEND UPON FINISH GRADE &DEPTH OF BEARING SOIL - (TYPICAL @ALL FOOTINGS) FOOTING DRAINS IN FILTER FABRIC SOCK AND GRAVEL FILL -FILTER FABRIC @TOP & SIDE OF GRAVEL FILL. CONNECT TO DRAINAGE SYSTEM PER CIVIL DRAWINGS -9.27 HEATING /PLUMBING NOTES SEE ELECTRICAL PLAN, VENTILATION NOTES, &AIR QUALITY NOTES ON SHEET A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS GAS FIRED FURNACE HEATING SYSTEM HEAT WILL BE SUPPLIED BY A GAS FIRED FURNACE W/ FRESH AIR INTAKE AND INTEGRATED WHOLE HOUSE EXHAUST FAN (W/TIMER). GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL COORDINATE ALL DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR TO FRAMING PROCESS. ALL DUCTWORK IN UNHEATED SPACE SHALL BE INSULATED DUCT WITH A MIN. RATING OF R-8. WATER HEATER A GAS WATER HEATER SHALL BE INSTALLED IN MECHANICAL ROOM. REFER TO FURNACE &WATER HEATER NOTES FOR INFORMATION PLUMBING NOISE CONTROL &INSULATION NOISE CONTROL ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM PIPE INSULATION. HOT WATER LINES SHALL REWRAPPED W/ R-5 INSULATION INTERIOR PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT INSULATION. PLUMBING LINES PEX SUPPLY (WATER HOT AND COLD), ABS FOR VENT, AND CAST IRON FOR WASTE THAT RUNS THROUGH LIVING SPACE. ABS WASTE IN BASEMENT SLAB OR CRAWLSPACE. DRYER VENTING DRYER VENTING - W.S.E.C. SEC. M1502.4.5 STATES, "WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE INDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT. OF THE EXHAUST DUCT CONNECTION". INSTALL DOWN VENT METAL DRYER BOX BEHIND DRYER AND EXTEND METAL DUCT TO SIDEWALL OF HOUSE.. SEE UPPER FLOOR PLAN FOR NOTES. SPRINKLER SYSTEM THIS RESIDENCE NOT REQUIRED TO BE SPRINKLERED. INSULATION R-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. INSULATION CERTIFICATE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. ROOF ASSEMBLY PER NOTES @ BOTTOM OF THIS SHEET 2 x BIRD BLOCK VENTS BETWEEN TRUSSES METAL DRIP EDGE TO EXTEND DOWN INTO GUTTER �, � GUTTER GUARD. SEE ROOF PLAN SHEET SMOOTH PLYWOOD FOR TYPE PANELS AT AREA OF EXPOSED PER ROOF LAN PTD. ALUM GUTTER EAVES (TYP) PRIMED &PTD. 514 x 8 CEDAR FASCIA BOARD SEE ROOF PLAN FOR ROOF OVERHANG DIMENSIONS �� Roof Eave Detail PREPRIMING AND PAINTING OF EXTERIOR WOOD SURFACES ANY NATURAL WOOD SIDING OR WOOD TRIM �a EXTERIOR SHALL BE PRE - PRIMED (BY PAINTER OR SUPPLIER) AT ALL SIDES (BEFORE INSTALLATION) AND SHALL BE PAINTED W/ EXTERIOR PAINT AS SELECTED BY OWNER. ALL EXTERIOR WOOD TRIM SHALL HAVE SMOOTH SURFACE GARAGE REQUIREMENTS OCCUPANCY SEPARATION OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE 5/8" TYPE X G.W.B. (TYP) CEILINGS:1 LAYER ON ALL TRUSSES AND TJI's (1 LAYER ON STICK FRAMING @ 16" O.C. OR LESS) WALLS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING / 1 LAYER ON WALLS TO SUPPORT PROTECTED CEILINGS POSTS AND BEAMS: 1 LAYER DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP GARAGE INSULATION AT WALLS BETWEEN GARAGE AND HEATED SPACE, INSTALL 2x 6 STUD WALLS (@ 16" O.C.) W/ R-21 BATT INSULATION. AT CEILINGS BETWEEN GARAGE AND HEATED AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED JOISTS, INSTALL R-10 RIGID INSULATION BELOW SLAB AT HEATED AREAS. DUCTS IN GARAGE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DUCTS IN GARAGE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ADDITIONAL INSULATION REQUIREMENTS IN ADDITION TO INSULATION REQUIREMENTS NOTED ELSEWHERE IN THIS SET OF DRAWINGS, THE FOLLOWING REQUIREMENTS FROM THE 2015 W.S.E.C. SHALL BE FOLLOWED: 1) INSULATED HEADERS (ALL VOIDS FILLED TO MIN. R-10. 2) NO WALL STACKS IN EXTERIOR WALL CAVITIES 3) DUCTS IN FLOOR/CEILING ASSEMBLIES SHALL NOT DISPLACE R-30 INSULATION 4) RETURN AIR MUST BE DUCTED (NON -DUCTED JOIST BAYS NOT ALLOWED). 5) PER SELECTED ENERGY CREDIT OPTION, WINDOWS SHALL HAVE A U VALUE OF 0.28, R-38 INSULATION III®I� ��UD AREAS D AREAS, R-10 RIGID INSULATION BELOW SL /fFf 6) ALL PLUMBING WALLS SHAVE HA�F�Sglf1�LATION AND ALL PLUMBING LINES SHALL BE WRAPPED of EgMo p IIPE INSULATION DEVELOPMENT SERVICES DEPARTMENT Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect.com Commercial &Residential Architecture Evans Residence Project 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 North Building Section 7543 REGISTERE ARCHITECT G,�'"� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 IAdd 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 A�provecl 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 ro ert of Carl .Colson -Architect p p y 1 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 � 04/22/13 � Drawn By Author North Building Section Scale As indicated Sheet PlotDat�i/14/2020 7:44:50 PM www.CarlColsonArchitect.com 00 M o� N Upper Top Plate — 18.58 OPENING @END WALL OPENING SHALL BE TRIMMED wl TRIM TO MATCH WINDOW EXTERIOR TRIM. HEAD HEIGHT OF OPENING TO MATCH HEAD HEIGHT OF WINDOWS @ THIS FLOOR LEVEL Level2 — 10.49 Level 1 Top Plate PORCH ROOF/CEILING FRAMING: SEE STRUCTURAL DRAWINGS FOR ALL FRAMING INFORMATION CEILING BOX BEAM WRAPPED WI PRIMED AND PAINTED 1 x CEDAR WOOD TRIM). SEE STRUCT. DRAWINGS FOR BEAM SIZES SEE SHEET A-3.1 FOR PORCH COLUMNS DETAIL 36"HIGH RAILING @THIS PORCH. SEE DETAIL ON SHEET A-4.4 WRAPPED BEAM SUPPORT DETAIL. - SEEDETAIL ON SHEET A-4.4 Level 1 0.00 T_O. F_W . -1.18 PRIMED AND PAINTED TONGUE AND - GROOVEDBOARDS CEILING AT ENTRY AND KITCHEN PORCH.. SEE STRUCTURAL DRAWINGS FOR PORCH ROOF/CEILING FRAMING INFORMATION 4" CONC. PATIO SLAB OVER COMPACTED GRAVEL FILL. HOLD SLAB DOWN 1-112" BELOW FLOOR LEVEL. SLOPE SLAB TO DRAIN AWAY FROM HOUSE. DASHED LINES INDICATE LOCATION OF PORCH COLUMN FOOTINGS. SEE STRUCTURAL DRAWINGS Basement -9.27 CONSTRUCTION ASSEMBLY NOTES WALL ASSEMBLY NOTES SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND FASTENERS ON SHEET A-1.2 FIRE RATED ASSEMBLIES REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION REQUIREMENTS BETWEEN GARAGE AND LIVING SPACE TYPICAL EXTERIOR WALL CONSTRUCTION HARDIE-PLANK LAP SIDING (SMOOTH FINISH AND MATCHING CAULK) W/ 6" EXPOSURE OVER BENJAMIN OBDYKE HYDROGAP DRAINABLE HOUSEWRAP OVER 1/2" EXT. PLYWOOD (OR 7/16" O.S.B.). SHEATHING OVER 2x6 STUDS @ 16" O.C. W/ R-21 BATT INSULATION AND 1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER (OR BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260). SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. ANY NATURAL WOOD SIDING OR WOOD TRIM @EXTERIOR SHALL BE PRE -PRIMED AT ALL SIDES (BEFORE INSTALLATION) AND PAINTED W/ EXTERIOR PAINT. SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. STONE VENEER EXTERIOR WALL CONSTRUCTION SYNTHETIC STONE VENEER (SELECTION BY OWNER) OVER CEMENT BACKERBOARD OVER WATERPROOF MEMBRANE OVER PRESSURE TREATED PLYWOOD SHEATHING OVER 2x6 STUD WALL. TOP OF STONE VENEER SHALL HAVE PRIMED AND PAINTED CEDAR COPING OR COPING BY STONE MANUFACTURER (OWNER SELECTION) w/METAL FLASHING @TOP EDGE. TYPICAL INTERIOR WALL CONSTRUCTION 1/2" PAINTED GYPSUM WALLBOARD (GWB) AT EACH SIDE OFWALL W/ 2x4 STUDS @ 16" O.C. USE 1/2" WATER RESISTANT GYP. BD. @ALL KITCHEN, BATHROOM, AND LAUNDRY ROOM LOCATIONS. USE WONDERBOARD (CEMENT BACKERBOARD) BACKING BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS GARAGE WALL CONSTRUCTION (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION BETWEEN GARAGE AND LIVING AREAS) 5/8" PTD. TYPE X GYPSUM WALLBOARD (FIRETAPED) AT INTERIOR FACE OF WALL WITH 2x4 OR 2x6 STUDS @ 16" O.C.. EXTERIOR FACE OF WALL SHALL BE PRE- PRIMEDAND PAINTER CEDAR OR HARDIE-PLANK HORIZONTAL LAP SIDING OVER FORTIFIBER WEATHERSMART DRAINABLE OR BENJAMIN OBDYKE HYDROGAP DRAINABLE HOUSEWRAP OVER 1/2" EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS FOR LOCATION OF CULTURED STONE VENEER TO BE APPLIED IN LIEU OF WOOD SIDING. WALL ANCHORING UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS, BOLT APPROVED MUD SILL (PER SEC 2317.4 TO TOP OF CONC. WALL W/ 5/8" x 10"ANCHOR BOLTS @ 4'-0" O.C. & 1'-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT MUDSILL BASEMENT WALL WATERPROOFING (IF USED ON PROJECT TUFF-N-DRI H8 WATERPROOFING MEMBRANE AT ALL BELOW GRADE BASEMENT WALLS INSTALL TREMCO BARRIER SOLUTIONS DRAINSTAR Z-DRAIN (DRAINAGE MAT W/ FILTER FABRIC) OVER WATERPROOFING MATERIAL. INSTALLATION BY MANUFACTURER APPROVED INSTALLERS PER MANUFACTURER DETAILS AND REQUIREMENTS. HEADERS @EXT. DOORS &WINDOWS ALL HEADERS @EXTERIOR WALLS SHALL BE INSULATED PER CODE STANDARDS (TYPICAL) OPEN TO BEYOND Dinin P� orch OPEN TO BEYOND Rec Room Porch .° tl 1 - - a D CRAWL SPACE NOTES CRAWL SPACE VAPOR BARRIER 12 MIL ANTIMICROBIAL CRAWL SPACE LINER BY TUFF SCRIM . ALL JOINTS TO BE TAPED AND VAPOR BARRIER SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS. EXTEND UPSIDE WALLS A MIN. OF 12" WALL &CEILING PENETRATIONS REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE FOR REQUIREMENTS FOR ALL PENETRATIONS THRU RATED WALLS, FLOOR/CEILING, AND CEILING/ROOF. ROOF ASSEMBLY NOTES ROOF /ATTIC VENTILATION BIRD BLOCK VENTS @ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN ON ROOF PLAN. SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/300th ATTIC AREA ROOF VENTILATION W/ 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE CROSS VENTILATION. 1"MIN. AIR SPACE ABOVE INSULATION ABOVE PER SECTION 1505.3 MIN. 3 SQ. FT. PROVIDE WIND BAFFLE W/ 1"AIR SPACE ABOVE ATTIC INSULATION. EXTEND TO A POINT 12" VERTICALLY ABOVE INSULATION. TYPICAL ROOF CONSTRUCTION CONTRACTOR SHALL INSTALL A 30 YEAR ASPHALT COMPOSITION SHINGLES (CERTAINTEED PRESIDENTIAL SERIES) -COLOR SELECTION BY OWNER; OVER OWENS CORNING PROARMOR 42-IN X 286-FT 1000-SQ FT SYNTHETIC ROOF UNDERLAYMENT OVER SHEATHING (AS SCHEDULED BY STRUCTURAL ENGINEER OVER SCHEDULED FRAMING MEMBERS. ALL ROOF VALLEYS SHALL HAVE A 36"WIDE CONTINUOUS STRIP OF GRACE ICE -WATER SHIELD (EQUALLY SPACED AT CENTERLINE OF ROOF VALLEY) AND DARK BRONZE METAL VALLEY FLASHING REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES. REFER TO STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS AND ATTACHMENT INFORMATION ON ALL STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD PER STRUCTURAL DRAWINGS. BRACE WALLS PER 2015 INTERNATIONAL RESIDENTIAL CODE ROOF GUTTER CONSTRUCTION REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS. CEILINGS AT ATTIC SPACE 1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 OVER SCHEDULED CEILING JOISTS @ 24" O.C. W/ R-49 BATT INSULATION. ROOF RIDGE VENTS SEE ROOF PLAN FOR ALL RIDGE VENT LOCATIONS &ROOF VENT CALCULATIONS TRIM INTERIOR FAC OPENING TO MATCH EXTERIOR T I STONE CAP PANELS R 2" POURED C. PANEL) OVER CEME BOARD OVER MEMBRANE OVER P. PLYWOOD' SHEATHING @TOP FIREPLACE ENCLOSURE. SEE F F�PLAN STONE VENEER (OVER CEMENT BOARD OVER �, W. P. MEMBRANE OVER W.R.B.M OVER P.T. PLYWOOD SHEATHING) @FIREPLACE ENCLOSURE. SEE FLOOR PLAN �� REAR VENTED GAS FIREPLACE. SELECTION BY OWNER �� KITCHEN CABINETS NOT SHOWN FOR — CLARITY OF DRAWING VENTILATED WOOD FRAMED DECK (Wi WATERPROOF COATING OVER VAPOR BARRIER OVER P.T. PLYWOOD SHEATHING OVER PRESSURE TREATED WOOD FRAMING). SLOPE DECK TO DRAIN 114" PER FT. TRIM INTERIOR FACE OF OPENING TO MATCH EXTERIOR TRIM BASEMENT SLAB 4" REINFORCED CONC. SLAB (w/ THICKENED EDGES) OVER VAPOR BARRIER OVER 2" R-10 RIGID INSULATION OVER 4" COMPACTED GRAVEL FILL. INSTALL CRACK CONTROL JOINTS T� i��/ � �--� �� SEE WINDOW SCHEDULE SHEET FOR ALL INTERIOR DOOR & WINDOW TRIM INFORMATION Master Bathroom /INTERIOR NDOWTRIMNOT SHOWN 0 INDOWS @THIS SECTION AWING. REFER TO WINDOW EDULE SHEET FO�TRIM TAILS (TYP) Kitchen FLOOR FRAMING FRAMING IS SCHEMATIC ONLY. SEE STRUCTURAL DRAWINGS FOR ALL FLOOR JOIST SIZES, SPACING, SUPPORT POSTS, AND POST FOOTINGS Guest Bedroom SKYLIGHT. SEE ROOF ROOF TRUSS PLAN FOR LOCATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. - SEE STRUCTURAL DRAWINGS. �' TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY. REFER TO ROOF PLAN &EXTERIOR ELEVATIONS FOR ROOF DESIGN THAT INCLUDES GABLES, HIPS, OR OVERFRAMED AREAS. CEILING AT ATTIC SEE ASSEMBLY NOTES BELOW FOR CEILING CONSTRUCTION EXTERIOR WALL SEE WALL CONSTRUCTION i ASSEMBLY NOTES BELOW FOR EXTERIOR WALL CONSTRUCTION DOOR TO TOILET COMPARTMENT i �� Powder Room INTERIOR WALL SEE WALL CONSTRUCTION ASSEMBLY NOTES BELOW FOR INTERIOR WALL CONSTRUCTION PRIMED AND PAINTED SMOOTH PLYWOOD SHEATHING AT AREA OF EXPOSED EAVES (TYP) SHOWER @THIS AREA NOT SHOWN FOR CLARITY OF DRAWING PARALLEL CHORD WOOD FLOOR TRUSSES @ UPPER LEVEL ONLY. (FRAMING SHOWN IS SCHEMATIC ONLY -SEE STRUCTURAL DRAWINGS FOR SIZE, FRAMING LAYOUT, AND SUPPORTING BEAMS AT THIS AREA) R-49 INSULATION @ATTIC Laundry Room (CABINETS NOT SHOWN FOR CLARITY OF DRAWING FLOOR INSULATION R-381NSULATION @FLOORS OVER UNHEATED SPACES FLOOR CONSTRUCTION SEE ASSEMBLY NOTES BELOW FOR FLOOR CONSTRUCTION OVER 11NHFATF� ARFA SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR INFORMATION ROOF SLOPE &OVERHANG SEE ROOF PLAN FOR ALL ROOF SLOPE AND OVERHANG INFORMATION BIRDBLOCK VENTS @ALL EAVES (TYP) PAINTED 2 x 8 CEDAR FASCIA BOARD. PRE - PRIMED @ALL SIDES (TYP) STRUCTURAL FRAMING SEE STRUCTURAL DRAWINGS FOR ALL FLOOR FRAMING AND SUPPORT POSTS, FOUNDATION WALLS & FOOTINGS IN CRAWL SPACE (TYPICAL) CRAWL SPACE ACCESS ' -� STEPPED FOUNDATION ' � � I �� SEE FLOOR PLANS FOR WALL BEYOND PER I ' a ° - CRAWLSPACE ACCESS HATCH � , � � �� STRUCT. DRAWINGS & �_ � , SITE CONDITIONS ; � I CONTRACTOR NOTE - � '� p � TOP &BOTTOM OF FOOTING ELEVATIONS VENTILATED CRAWL SPACE � � °. � ARE APPROXIMATE ONLY. ACTUAL �- �" � �� _ ° _ �_ —_ ELEVATIONS WILL DEPEND UPON FINISH �' � GRADE & DEPTH OF BEARING SOIL . � — ' �—�l�f �, (TYPICAL @ALL FOOTINGS) a I� � � � � � — FOOTING DRAINS IN FILTER FABRIC SOCK a � — AND GRAVEL FILL -FILTER FABRIC @TOP ° , i � & SIDE OF GRAVEL FILL. CONNECT TO - -T III I — DRAINAGE SYSTEM PER CIVIL DRAWINGS BASEMENT WALL WATERPROOFING ° i - CRAWL SPACE BARRIER SEE CONSTRUCTION ASSEMBLY � _ � � _ � _ � VAPOR BARRIER.AS SPECIFIED IN NOTES BELOW FOR BASEMENT a i j� NOTES ON THIS PAGE. EXTEND UP SIDE WALL WATERPROOFING SYSTEMS Q �� _ � _ � �� WALLS A MIN. OF 12"=III III — i CRAWL SPACE CLEARANCE a ° a a a_° � MAINTAIN 27"CLEARANCE BETWEEN ; a d a ° ° ° n � BOTTOM OF SUPPORT BEAMS AND CONC. - i � � � � �c ��c ��o� � � � � � � � � � �c �c �c � � ° � � SLAB �N CRAWL SPACE � � � � � � — - � FOUNDATION VENTS &WELLS I I I Q SEE EXTERIOR ELEVATION DRAWINGS & FOUNDATION PLAN FOR LOCATIONS &VENT CALCULATIONS ON FOUNDATION PLAN SHEET ,�� South Building Section CONC. SLAB /INSULATION CONCRETE FLOOR SLAB ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4"THICK OVER UNDERSLAB VAPOR RETARDER (STEGO WRAP 15 MIL. REINFORCED PLASTIC) OVER 4" FREE DRAINAGE GRAVEL (W/ NO FINES). SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION. CONCRETE SLABS BELOW HEATED AREAS SHALL HAVE R-10 RIGID INSULATION (2"THICK) BELOW SLAB. PROVIDE P.T. 2x4 BETWEEN SLAB EDGE AND FOUNDATION WALL WHERE SLAB IS LESS THAN 2' BELOW FINISH GRADE. FLOOR, STAIRS, GUARDRAILS FLOORS /CEILINGS GLUE 3/4" T&G PLYWOOD SUBFLOOR (SCREWS @ 6" O.C. @EDGES -10" O.C. AT INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED FLOOR JOISTS ORTRUSS - GLUE TO EACH JOIST. FLOOR LOAD : 10 PSF DEAD LOAD 40 PSF LIVE LOAD. INSTALL 1/2" PTD. G.W.B. CEILING AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT INSULATION BELOW PLYWOOD SUBFLOOR OVER UNHEATED AREAS. SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES. SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING GYPSUM WALLBOARD REQUIREMENTS. STAIR /STEPS CONSTRUCTION 1) MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11": HEADROOM MINIMUM SHALL BE 6'-8":WIDTH SHALL BE 36"MINIMUM. REFER TO FLOOR PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD DIMENSIONS. 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND PLACED MINIMUM 34", MAXIMUM 38" ABOVE TREAD NOSING. 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/2" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36"HIGH WITH INTERMEDIATE MEMBERS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. (DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS WITHIN INDIVIDUAL UNITS MAY USE 36"HIGH GUARDRAILS). ALL STAIRS SHALL HAVE SOLID RISERS (EXTERIOR STAIR TREADS AND RISERS SHALL BE TREX TYPE SYNTHETIC SURFACES). GUARDRAILS ARE TO BE DESIGNED TO RESIST A 200 LB. CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. PATIO CONSTRUCTION 1) ALL PATIOS SHALL BE CONSTRUCTED WITH THE FOLLOWING MATERIALS: PATIO SURFACE: 4" CONCRETE SLAB ON COMPACTED GRAVEL/FILL WITH EXPOSED AGGREGATE FINISH. SEE FLOOR PLAN FOR CONTROL JOINT LOCATION. 2) PATIOS SHALL BE CONSTRUCTED AS SHOWN ON LOWER LEVEL FLOOR PLAN DRAWINGS. PORCH &DECK CONSTRUCTION PORCH AND RAISED DECKS LEVEL 1 COVERED DINING DECK SHALL BE SYNTHETIC WATERPROOF DECK COATING (SELECTION &COLOR BY OWNER) OVER PRESSURE TREATED PYLYWOOD OVER PRESSURE TREATED FRAMING WOOD FRAMING. (SEE STRUCTURAL DRAWINGS FOR DECK FRAMING AND DECK SUPPORT POST INFORMATION) ENTRY PORCH, REAR PORCH @LEVEL 1, AND STEPS TO DECKS SHALL BE SYNTHETIC DECKING MATERIAL (SELECTION BY OWNER) OVER PRESSURE TREATED WOOD FRAMING. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION. LEVEL 1 COVERED DINING DECK SHALL HAVE ATOP -MOUNTED GUARDRAIL SYSTEM (36"HIGH ABOVE WALKING SURFACE) AND VERTICAL BALUSTERS SHALL BE PLACED SO THAT A 4" DIAMETER SPHERE WILL NOT PASS BETWEEN BALUSTERS OR STRINGERS. SEE ELEVATION DRAWINGS AND DECK DETAILS FOR ADDITIONAL INFORMATION. BASEMENT PORCH: SEE STRUCTURAL DRAWINGS FOR SLAB THICKNESS & REINFORCING. BASEMENT PORCH SHALL BE 4" THICK CONCRETE SLAB. ALL CONRETE PORCHES, STEPS, WALKWAYS, AND PAVERS SHALL BE INSTALLED ON GRAVEL BASE OVER COMPACTED SOIL PER STRUCTURAL ENGINEERING STANDARDS. FIREBLOCKING FIREBLOCK CONSTRUCTION 1. INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015 EDITION OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT VERTICAL OPENINGS WHERE EXHAUST FAN DUCTS ARE ROUTED TO ROOFTOP EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE. 3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND AS FOLLOWS: A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE CEILING AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. HEATING /PLUMBING NOTES SEE ELECTRICAL PLAN, VENTILATION NOTES, &AIR QUALITY NOTES ON SHEET A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS GAS FIRED FURNACE HEATING SYSTEM HEAT WILL BE SUPPLIED BY A GAS FIRED FURNACE W/FRESH AIR INTAKE AND INTEGRATED WHOLE HOUSE EXHAUST FAN (W/TIMER). GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL COORDINATE ALL DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR TO FRAMING PROCESS. ALL DUCTWORK IN UNHEATED SPACE SHALL BE INSULATED DUCT WITH A MIN. RATING OF R-8. WATER HEATER A GAS WATER HEATER SHALL BE INSTALLED IN MECHANICAL ROOM. REFER TO FURNACE &WATER HEATER NOTES FOR INFORMATION PLUMBING NOISE CONTROL &INSULATION NOISE CONTROL ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM PIPE INSULATION. HOT WATER LINES SHALL BE WRAPPED W/ R-5 INSULATION INTERIOR PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT INSULATION. PLUMBING LINES PEX SUPPLY (WATER HOT AND COLD), ABS FOR VENT, AND CAST IRON FOR WASTE THAT RUNS THROUGH LIVING SPACE. ABS WASTE IN BASEMENT SLAB OR CRAWLSPACE. DRYER VENTING DRYER VENTING - W.S.E.C. SEC. M1502.4.5 STATES "WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE INDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT. OF THE EXHAUST DUCT CONNECTION". INSTALL DOWN VENT METAL DRYER BOX BEHIND DRYER AND EXTEND METAL DUCT TO SIDEWALL OF HOUSE.. SEE UPPER FLOOR PLAN FOR NOTES. SPRINKLER SYSTEM THIS RESIDENCE NOT REQUIRED TO BE SPRINKLERED. INSULATION R-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. INSULATION CERTIFICATE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. GARAGE REQUIREMENTS OCCUPANCY SEPARATION OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE 5/8" TYPE X G.W.B. (TYP) CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 LAYER ON STICK FRAMING @ 16" O.C. OR LESS) WALLS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING / 1 LAYER ON WALLS TO SUPPORT PROTECTED CEILINGS POSTS AND BEAMS: 1 LAYER DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP GARAGE INSULATION AT WALLS BETWEEN GARAGE AND HEATED SPACE, INSTALL 2x 6 STUD WALLS (@ 16" O.C.) W/ R-21 BATT INSULATION. AT CEILINGS BETWEEN GARAGE AND HEATED AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED JOISTS, INSTALL R-10 RIGID INSULATION BELOW SLAB AT HEATED AREAS. DUCTS IN GARAGE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DUCTS IN GARAGE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ADDITIONAL INSULATION REQUIREMENTS IN ADDITION TO INSULATION REQUIREMENTS NOTED ELSEWHERE IN THIS SET OF DRAWINGS, THE FOLLOWING REQUIREMENTS FROM THE 2015 W.S.E.C. SHALL BE FOLLOWED: 1) INSULATED HEADERS (ALL VOIDS FILLED TO MIN. R-10. 2) NO WALL STACKS IN EXTERIOR WALL CAVITIES 3) DUCTS IN FLOOR/CEILING ASSEMBLIES SHALL NOT DISPLACE R-30 INSULATION 4) RETURN AIR MUST BE DUCTED (NON -DUCTED JOIST BAYS NOT ALLOWED). 5) PER SELECTED ENERGY CREDIT OPTION, WINDOWS SHALL HAVE A U VALUE OF 0.28, R-38 INSULATION II�L�J� R>'D AREAS D AREAS, R-10 RIGID INSULATION BELOW SL ��,,�{[j� 6) ALL PLUMBING WALLS SHAVE HA,J,(�(��(If�1LATI0N AND ALL PLUMBING LINES SHALL BE WRAPPF��F��„�(]�IPE INSULATION DEVELOPMENT SERVICES DEPARTMENT Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence Project 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 0 Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Sheet Title South Buildin g Section 7543 REGISTERE ARCHITECT G�'� ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 6-15-2020 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 A�provecl 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 ro ert of Carl .Colson -Architect p p y 1 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 � 05/29/19 � � • Drawn By Author South Building Section Scale As indicated Sheet Plot Dat�/14/2020 7:45:23 PM www.CarlColsonArchitect.com For 3fi"- and 42"-Tall Guard Posts NOTE: THIS DETAIL SHOWS 4x4 As an alternative code -compliant solution for attaching wood guard posts without the use FLASHING FOR A SLIDING � Sliding glc>!ss Dili or pan friashing counter-floshes deck past 4x4 blocking oe�kjoist oft ical hardware and throu h-bolts, the uard osts and the framin elements can be Yp 9 g p g GLASS DOOR FRAME. door frarr�e fl��hin and,�or �rafer-resistive k�nrri:ef, 9 � fastened with Strong -Drive® SDWS Timber screws. The SDWS Timber screws are code FLASHING WOULD BE SIMILAR FOR A STANDARD EXTERIOR protecting �rcill �el�v►r '°°�"" re ort listed in IAPMO UES ER-192. The solutions below have been tested and verified for p DOOR FRAME Caul k�seci lout between B„ � �_� 36"-tall guard posts constructed with DFL, HF and SP framing. These solutions have also fr�Jr� al�d flash) I�g au�%�sea I�rtt or 5 _ been tested and verified for 42 -tall guard posts constructed with DFL and SP framing only. smolder 6etweek� � ��, f�� ,�� Band joist Carl J. Colson -Architect ' �� f l� g h t n� [nominal 2xB) SOWS22BOODB, designated as 0.220" SDW5225J)DDB, � � 8" throughout designated as _ 5" throughout 0.75' ; P L L C ham —Thread length � 23623 20th Ave. W �� i � � � IC fl CIS h J 11g 4x4 blocking 2x blacking Grp. '�r � Length '� i � 4x4 post 4x4 post `. 4x4 post I Bothell WA 98021 �'� Strong -Drive SDWS TIMBER Screw (SDWS22500DBf SDWS22800DB] r . �� - -- -_ =w--- � a"` �.> a^ 5^<, : 5'� 5°� � � S��J� eol CkI I pe IletrCffl�n 5 ,� ; - _ I Note: For this installation, it is imperative 425-806-3703 through pc�n ', � �� - that only approved fasteners are used CUTTING PRESSURE TREATED WOOD FRAMING _ a°- a° 8° 8° a"� � _ a° � and installed per Simpson Strong Tie wwwCarlColsonArchitect.com '�� ALL CUT ENDS OF PRESSURE TREATED WOOD �Rimjoist details. Test results have shown that (nominal 2x8] Commercial &Residential �' JOISTS AND POSTS SHALL BE TREATED WITH generic fasteners do not provide sufficient � � �' COPPER -GREEN OIL -BASED WOOD CONDITIONER withdrawal resistance, pull -through Architecture -� %� (OR SUBSTITUTE AS APPROVED BY OWNER) NO Plan View Showing Details of Four Connections Using Strong -Drive SDWS Timber Screws resistance or shear strength. � � - EXCEPTIONS! (other connection hardware not shown far clarity) NOTE: THIS DETAIL DOES NOT � ' PRESERVATIVE TREATMENT SHALL BE BRUSHED ON BEFORE OR DURING THE FRAMING PROCESS - = • Evans SHOW THE RAISED FOUNDATION (TYPICAL AT ALL DECK FRAMING) Dining Porch Guardrail Post Attachment w/ Simpson Connectors � � _ ®® "� _Residence WALL AT PORCH WHICH IS '. �� eaa _ ®� Pro ect Address SPECIFIED FOR THIS PROJECT. .: a ®s _ ®� � THIS DETAIL IS INCLUDED TO _ ' i'u_ _- �- Wciter-resfsttve '" �' 20018 83rd Ave. W.� SHOW THE FLASHING BELOW THE _ � '_ _ i bor�-lef as DOOR SILL '- -` ' �* F. F � �' ° Edmonds, WA 98026 SEE PORCH SECTION DRAWING . � . F ®' BELOW FOR RAISED FOUNDATION ' r - . ' - - , ' WALL AT PORCH •' ' • ` - �' - ' Internal Guard Post Installations Using New SFR at 20018 83rd Ave. W (Lot 1 of . , - - , Strong -Drive SDWS Timber Screws PLN20180037) Door Flashing @ Leve11 Covered Porches City of Edmonds Permit #: BLD2020-0250 Project Client Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 SCHEDULED ROOF ASSEMBLY, PER SHEET A-4.1 ----__ Sheet Title 2 x 4 VENTED BIRD BLOCK ROOF TRUSS -SEE STRUCT. DRWGS. Entr Porch Section Y � Plan /Guardrail o PRIMED AND PAINTED BEAD BOARD CEILING T � Po st D etails _, � 7543 I � ___________________ REGISTERE TRIM @EACH SIDE OF BEAM WRAP I I TRIM WRAPPED BEAM @NORTH SIDE OF PORCH � ARCHITECT PRIMED &PAINTED 1 x WOOD TRIM I i W/SMOOTH FINISH OVER W.R.B. I I � OVER 1/2" PLYWD. SHEATHING OVER I I GT'` SCHEDULED BEAM. I I I � CARL J. COLSON PORCH ROOF BEAM, VERIFY SIZE PER I I � SATE OF WASHINGTO STRUCTURAL DRAWINGS I I I I I i I I i ISSUED FOR PERMIT 1-21-2020 I Document Set Type: I I I STRUCT. POST -- I I CUTTING PRESSURE TREATED WOOD � ALL CUT ENDS OF PRESSURE � Revision Schedule TREATED WOOD JOISTS AND POSTS Rev. I SHALL BE TREATED WITH COPPER- i I I GREEN OIL -BASED WOOD i CONDITIONER (OR SUBSTITUTE AS i TYPICAL EXTERIOR WALL. SEE SHEET # Date Description SCHEDULE ROOFING. SEE APPROVED BY OWNER) NO i A-4.1 FOR NOTES _ = ROOF PLAN FOR ROOF 5112" I I I EXCEPTIONS! 1 6-15-2020 Add Window /Permit Revisions _ — SLOPE. SEE SHEET A-4.1 FOR PRESERVATIVE TREATMENT SHALL BE ROOFING TYPE INFOMATION I I BRUSHED ON BEFORE OR DURING i THE FRAMING PROCESS i RIPPED PRESSURE TREATED ANCHOR _ _ - —� METAL DRIP EDGE FLASHING @ALL ROOF EDGES JOIST MEMBRANE FLASHING DASHED LINE INDICATES PORCH POST CENTERLINE LINE OF STONE VENEER. I i PLATE TO EXTEND FULL WIDTH OF FOUNDATION WALL. BRUSH IDES AND P.T. 2 x 8 BELOW. SEE GRACE TV718294 9" X 75' VYCOR i ENDS OF CUT ANCHOR PLAATE I I SEE EXTERIOR I DETAIL @RIGHT 1 1/2" 1 1/ " 1 1/4" FLASHING AT TOP OF ALL 2 X 8 BEAMS &ADJACENT RIM 8�� I I / PORCH DECKING OVER ELEVATIONS FOR i PRESSURE TREATED WOOD I i NOTE: THIS RAISED FOUNDATION WALL DRAWING USE NOTIFICATION LOCATION OF STONE i 2 X 10 PRIMED &PAINTED JOISTS AT DECK PERIMETER. OCCURS ONLY AT PORCH AREAS. SEE FRAMING. SEE STRUCT. VENEER � i CEDAR TRIM BOARD @ TURN DOWN FLASHING TAPE i ARCHITECTURAL FOUNDATION PLAN ON 1 x 2 TRIM (WRAPPED) @ DECK EDGE. SEE DETAIL @ AT SIDES OF BEAM I I I DWGS. FOR FRAMING LAYOUT � � i SHEET A-2.1 FOR LOCATIONS OF RAISED This set of drawin s is bein issued as a Pro ress or Permit Set of Drawin s g g g g TOP OF COLUMN RIGHT I INSTALL DECK JOIST FLASHING ALUMINUM FLASHING TO I � FOUNDATION WALLS and is subject to change and adding of additional information and PRIMED & PTD. 1 x CEDAR WRAPPING ROOF SUPPORT BEAM PAINTED PORCH COLUMN i i I � 5/4" X 4" PRIMED &PAINTED � CEDAR TRIM BOARD @DECK � EDGE. SEE DETAIL @RIGHT SEE NOTE RI @ GHT ABOUT TREATING ENDS OF JOISTS I I I I I 71/2" I I MEMBRANE (GRACE VYCOR PLUS TUCK UP BENEATH I � WEATHER RESISTIVE i FLEXIBLE FLASHING) AT TOPS OF I � BARRIER, AND OVERLAP P.T. i ALL JOISTS AND BEAMS AT � LEDGER BEAM AS SHOWN SEE SHEET A-4.1 FOR FLOOR ASSEMBLY INFORMATION 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 I AND POSTS COVERED PORCHES (TYP) i LINE OF STRUCTURAL WOOD POST. SEE STRUCT. DWGS. SEE STRUCT. I AREA w/DIAGONAL LINES IS DRWGS. FOR LOCATION OF DECK JOIST I I i 2 x 8 P.T. JOIST BEYOND PER PORCH I �� LIVING ROOM APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF FOR SIZE &CONNECTION P.T. 2 x 8 WOOD BEAM �� THE PERMIT REVIEW PROCESS. DETAILS. SEE PLAN DETAIL FOOTINGS SUPPORT BEAM PER ATTACHED TO SIDE OF 3/4" I I STRUCT. DWGS. _ N i Do not use this drawin for Biddin or Estimatin Pur oses unless g g g p FOR LOCATION OF STRUCT. DRAWINGS TYP . ( ) PORCH JOIST � SEE DETAIL @RIGHT PORCH COLUMNS � � i � I I o authorized by Client. During Construction Phase, the Clients General STRUCTURAL POST i � Contractor (Builder) or Developer shall be responsible for ensuring that all � 6 x 6 POST PAINTED 1 X WOOD TRIM � 5/4" X 4" PRIMED &PAINTED CEDAR TRIM BOARD @DECK EDGE � o I I _ ° Q J ° ° I a ° � Construction Personnel of the General Contractor and all Subcontractors � OVER WEATHER RESISTIVE � I � �d 4 MESH GALV WOVEN 20 GAUGE � ° a=�=°a' ° _ I INSTALL WEATHER RESISTIVE BARRIER a �a" are supplied with all A�provecl and most current documents. ARCHITECTURAL COPYRIGHT � -- 1x PRIMED (ALL SIDES) & BARRIER OVER 1/2" � .° . I BETWEEN JOIST HANGER AND 2 X 10 PRIMED &PAINTED CEDAR WIRE MESH (W/ 1/4"OPENINGS) TO —_-- - - � - � � ° � � � PAINTED CEDAR OVER PLYWOOD OVER PRESSURE I � - � FOUNDATION WALL PRIOR TO HANGING � TRIM BOARD @DECK EDGE PREVENT RODENTS BELOW PORCH I WEATHER BARRIER MEMBRANCE OVER � � TREATED 6 X 6 POST o o o m . , JOISTS (TWP SELLER @ 800-227-1570 OR BY � - <' ° �:e - '' I / o o This sheet of drawings may not be reproduced in any form without prior TREX TYPE DECKING OVER JOIST STRUCTURAL COLUMN. = = � \ � DASHED LINE INDICATES N � LINE OF 8" DIA. SONOTUBE P.T. BEAM PER STRUCTRAL FRAMING DRAWINGS I LOCAL SUPPLIER). TURN UP @EDGE P.T. LEDGER BEAM ATTACHED � d`._ A _ , OF PORCH AS SHOWN AT LEFT TO FOUNDATION WALL PER I '° " - _, _ i � I approval of Carl J. Colson -Architect PLLC. These document, the ideas, and designs incorporated herein as an MEMBRANE FLASHING OVER / P.T. WOOD FRAMING JOISTS. SEE STRUCT. ALL CORNERS TO BE MITERED. T \ r` i r � \� POST PER STRUCTURAL RODENT SCREEN _ - I � STRUCTURAL DRAWINGS I JOIST HANGERS HUNG FROM instrument of service shall remain the ro ert of Carl Colson -Architect p p Y 1� DWGS. FOR FRAMING INFORMATION T I DRAWINGS _ - o 0 0 0 0 0 0 0 0 0 � C I ANCHOR PLATE PER STRUCT. DWGS. PLLC and are solely for the use on this project only. These files, drawings, - — -'�-�'C�� — , i ideas, or designs may not be tramsmitted electronically without express I I � PRIMED (ALL SIDES) & STOP GRAVEL @ O O� DO ODO�O O O�O �ODO�_' - I CONC. FOUNDATION WALL PER permission of Architect. They are not be used by the client or any other TREX DECK EDGE TRIM OVER PTD. 2x6 CEDAR COLUMN PAINTED CEDAR 2 x 10 � ,� � _ EDGE OF DECK W/ — l I � I STRUCTURAL DRAWINGS party or entity on other projects, in whole or part, or as an extension to this TREX RIM BOARD BASE TRIM W/CHAMFERED EDGE @TOP REFER TO STRUCTURAL � /� NAILED TO P.T. 2 x 8's � � �, ` � _ J BLACK ALUMINUM LANDSCAPE EDGING � � � � � �� L�� III III— I "- ,-; . ; � -, 6"GRAVEL OVER FILTER FABRIC � a - _ OVER SOIL— � O O C ° ^" °� ; - < _ _ ; - - CAST -IN FOUNDATION WALL CRAWL �° a SPACE VENT. HOLD BELOW LEDGER � � 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. O Project Number .. I I I III o 0 0 , �<I - BEAM AS SHOWN DRAWINGS FOR ALL 5/4 X 4 SKIRT BOARD 8" DIAMETER - �� - a COLUMNSIZES AND PORCH JOIST IS ATTACHED TO CONCRETE POST _ � �O�O�� _ ° - °a � � ° � 9 9 CONNECTION DETAILS SUPPORT BEAM W/ FACE MOUNT JOIST HANGERS PER STRUCT. DRWGS. EDGE OF PORCH (SONOTUBE) OVER — BURIED CONC. ��_ 1c�_ �� — — — — — GALVANIZED FOUNDATION WELL AT _ , FOUNDATION VENTS (TYP) � Sheet Issue Date AREA BELOW DECK AND FINISH GRADE SHALL � FOOTING. SEE � t < — — � I � � � i a;a_ a -°, a®a- �-a 11/08/18 � � � Drawn ey Author BE SCREENED. COORDINATE SCREENING ENTRY PORCH COLUMN FRAMING DETAIL STRUCTURAL = � — — � , .a _ � - _, , ,_ 6" GRAV L��-V. WIRE DETAIL W/ARCHITECT OR SIZE & — a ° a'- 4 - , a p, MESH AT�OnTQ� QFO�(�NT WELL Entry Porch Section &Plan /Guardrail Post RE N1FORCSN � — — � �_ �- °,� a SEE SHEE��><k4r1H3�Nos Details scale Porch Column Elevation Entr Porch Section &Column Plan Detail - � �� .. ; a .a CONST��j'� '�' �,��R As indicated 2 �� I Y � � � - �� - - WATERPROOFING OF FOUNDATION h PI D S eet of at�i/14/2020 7:45:44 PM WALL www.CarlColsonArchitect.com 51/2" 6 x 6 CONTINUOUS POST IN COLUMN . SEE STRUCT. DRAWINGS � UPPER PORCH COLUMN BEYOND I I COLUMN CENTERLINE For 36"- and 42"-Tall Guard Posts II I I As an alternative code-com lant solution for attachin wood uard osts without the use P g g p I I PRIMED &PAINTED CEDAR 2 x 6 TOP of typical hardware and through -bolts, the guard posts and the framing elements can be I CAP W/ E0. SLOPES TO DRAIN TO SIDES Carl J. Colson -Architect fastened with Strong-Drive°SDWS Timber screws. The SDWS Timber screws are code I I I I I report listed in IAPMO UES ER-192. The solutions below have been tested and verified for I I PRIMED &PAINTED CEDAR 2 x 4SUB-RAILING. PLLC 36"-tall guard posts constructed with DFL, HF and SP framing. These solutions have also NAIL TO PORCH COLUMN BEYOND I 23623 20th AVe. W been tested and verified for 42"-tall guard posts COr1StrUGted Wlth DFL and SP framing Only. PRIMED &PAINTED CEDAR 1 x 4 EA. SIDE Bothell, WA 98021 PRIMED &PAINTED CEDAR 2 x 2 0.220° BALUSTERS SPACED SO TO PREVENT 425-806-3703 �°t' _ � I I PASSAGE OF 4" DIA. SPHERE. BALUSTER 0.75" � END -NAILED TO CEDAR 2 x 4 SUB-RAILING I � h+�Thread length wwwCarlColsonArchitect.com Lergth Commercial &Residential I PRIMED &PAINTED CEDAR 4 x 4 Strong -Drive SDWS TIMBER Screw (SDWS22500DB, SDWS22800DB) I I GUARDRAIL POSTS. SEE FLOOR PLAN Architecture FOR LOCATIONS Note: For this installation, it is imperative I that only approved fasteners are used o I DINING PORCH and installed per Simpson Strong Tie �'' I I FASTENERS: ALL SCREWS AND NAILS Evans Residence details. Test results have shown that I SHALL BE GALVANIZED generic fasteners do not provide sufficient I I I I Project Address withdrawal resistance, pull -through 61/2" I I 20018 83rd Ave. W., resistance or shear strength. _ PRIMED &PAINTED CEDAR 1 x 4 EA. SIDE. 1 I I i � CUT TOP SLOPE TO DRAIN AS SHOWN SLOPE DECK TO EXTERIOR @ 1/4" PER FOOT Edmonds, WA 98026 �� PRIMED &PAINTED CEDAR 1 x 4 TO WRAP WATERPROOF DECK COATING ON PRESSURE TREATED ~` a � ®e ®� a BOTTOM OF POST 3/4" PLYWOOD DECKING rd New SFR at 20018 83 Ave. W (Lot 1 of , I I,\ • ®� - ®° '� ` PTD. METAL DRIP = I SLOPE DECK 1/4" PER FT. PLN20180037) ®® EDGE FLASHING � City of Edmonds Permit #: BLD2020-0250 � , 'a a ® ® ____-- = BOLT 4 x 4 GUARDRAIL POST TO 2 x 10 BLOCKING PORCH FLOOR JOISTS PER STRUCTURAL DRAWINGS Project Client 1� Internal Guard Post Installations Using 1 x 4 CEDAR TRIM & RIM JOIST (PER GUARDRAIL POST ANCHOR 6 x 6 DETAIL ON THIS SHEET) BETWEEN ADJACENT Marne &Simon Evans OVER 2 x 10 CEDAR POST JOISTS @GUARDRAIL POST LOCATIONS. 20020 83rd Ave. W. RIM JOIST, PER Edmonds, WA 98026 4xa post dxd blocking Deck joist STRUCTURAL DRAWINGS =_____ = Sheet Title � 1 �, �` THESE 2 BLOCKS OCCUR ONLY AT LEVEL 1 TOP PLATE LEVEL �� 8" BEAM PER STRUCT. DRWGS. � GUARDRAIL POST LOCATIONS FOR POST ANCHORING PURPOSES 2 x 6 CEILING JOIST FRAMING @ 16" O.C. �' U er Porch 8� g � 1 x 6 CEDAR TRIM 5 3/4" pp 5" 2 x 6 CEILING JOISTS @ 24" O.C. Band joist � 1 x 2 TRIM @PORCH PERIMETER VENTED PORCH CEILING Interior Details {nominal 2x8} SDWS22800DB, PTD. METAL DRIP I 3/4"WIDE SCREENED VENT @OUTSIDE � \� PRIMED AND PAINTED TONGUE AND GROOVED BOARDS designated as 5DW52250pD8, EDGE FLASHING. PERIMETER OF PORCH 8" throughout designated as 1 x 3 @OUTSIDE PERIMETER OF PORCH � BOTTOM OF BEAM WRAP @SAME ELEVATION @ALL SIDES 5" throughout SEE PORCH COLUMN WRAP I OF UPPER PORCH 4x4 blocking 2x blocking typ. � DETAIL FOR MATERIAL OVER SUPPORT POST BEYOND EL 1 7543 dxd post 1 4x4 past dx4 past TOP PLATE &CUNDERSIDE OF G RDER ` �5"—+I 8"< �$. 5 <� � 5 5 C LEVEL 1 PORCH COLUMN I TRUSS BELOW OVERHANGING MASTER LOWER LEVEL PORCH REGISTERE BEYOND. SEE COLUMN DETAIL BEDROOM WEST WALL. REFER TO ON SHEET A-4.2 STRUCTURAL DRAWINGS ARCHITECT �� =� �.�` I '-�_—�" I 8" 6 x 6 CONTINUOUS POST IN COLUMN . , 8° 8" 8° 8" 8" �'` SEE STRUCT. DRAWINGS GT'` Rim joist {nominal2x8} I CARL J. COLSON I I g �, Dinin Porch Guardrail SATE OF WASHINGTO Plan View Showing Details of Four Connections Using Strong -Drive SDWS Timber Screws � � � 1 �-0" 1 1 /2" = 1 (other connection hardware not shown for clarity) ISSUED FOR PERMIT 1-21-2020 Dining Porch Guardrail Post Attachment w/ Simpson Connectors Document Set Type: STAIR REQUIREMENTS Revision Schedule THE STAIR DRAWING BELOW IS USED TO ILLUSTRATE BUILDING CODE Rev. REQUIREMENTS FOR STAIRS. # Date Description CONTRACTOR SHALL COORDINATE SELECTION OF STAIR CONSTRUCTION & RAILINGS OR HALF -WALLS WITH OWNER PRIOR TO FRAMING STAIRS 1 6-15-2020 Add Window /Permit Revisions 3�" min to to-p of guard Provide artificial ligh# source per R30.6 2'-0" / 2'-0" ' Graspable Flandrail 7 tJd" rnin, DRAWING USE NOTIFICATION to- 2" max.. Handrail ends shall be returned or shall terrtinate This set of drawings is being issued as a Progress or Permit Set of Drawings at a newel post or safety -------_ and is subject to change and adding of additional information and THIS WALL OFFSET 12" i terminals. drawings as required by review of the Building Department in the FROM MAIN WALL + jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS r � � � THESE TRIM DETAILS ARE TO BE USED ON: 1 ALL LEVEL 1 CASED OPENINGS @ � � Intermediate rails DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP � � i OPTIONAL LOCATION LIVING ROOM AND IN HALLWAY ADJACENT r spaced so- that a � APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. 4" s here shall not FOR TV. COORDINATE w/ - p � TO LEVEL 1 BATHROOM AND ELEVATOR � pass tluough � OWNER 2), ALL INTERIOR WINDOWS � Do not use this drawing for Bidding or Estimating Purposes unless � WOOD MANTEL &CORBELS. � ALL INTERIOR DOORS � � .} � authorized by Client. During Construction Phase, the Clients General SELECTION BY OWNER (SEE DETAIL PHOTO ABOVE) z � � �` Contractor Builder or Develo er shall be res onsible for ensurin that all { } p p g � � � ' Construction Personnel of the General Contractor and all Subcontractors CASED OPENING, DOOR &WINDOW INTERIOR TRIM o � are supplied with all A�provecl and most current documents. (4) DECORATIVE WOOD ALL DOOR &WINDOW INTERIOR TRIM SHALL BE � PRIMED AND PAINTED MDF � � '� � ARCHITECTURAL COPYRIGHT SUPPORT CORBELS � � _ � This sheet of drawings may not be reproduced in any form without prior - DOOR &WINDOW INTERIOR TRIM � '� `~ a '� approval of Carl J. Colson -Architect PLLC. _ _ �T STONE VENEER. SELECTION ALL DOOR &WINDOW INTERIOR TRIM SHALL BE z � " � These document, the ideas, and desi ns incor orated herein as an �� - BY OWNER PRIMED AND PAINTED MDF. COORDINATE INTERIOR � DOOR HEAD TRIM AND INTERIOR WINDOW HEAD � _ � � instrument of service shall remain the property of Carl J. Colson -Architect — `�`' � 2"THICK CAST CONCRETE TRIM wl OWNER PRIOR TO INSTALLATION OF � � stair Guard Min. ��", - PLLC and are solely for the use on this project only. These files, drawings, — = RAISED HEARTH INTERIOR TRIM Handrail height above 9 i7" rnin. ideas, or designs may not be tramsmitted electronically without express l —� - Stall 34" t0 ��" tea% 'ti - permission of Architect. They are not be used by the client or any other � � _ ,� - PTD. MDF BASE TRIM BASEBOARD party or entity on other projects, in whole or part, or as an extension to this � BASEBOARD TRIM SELECTION BY OWNER. TYPICAL � � ;•' to 7 '1:' nose project except by agreement in writing with appropriate financial i � LINE OF FINISH FLOOR i � AT ALL INTERIOR WALLS ,.�� ar min, 7 i" tread A 4"sphere cannot �, •'• - through the compensation to Carl J. Colson -Architect PLLC. Copyright Carl Colson 2019. All O pass _ _ � J. -PLLC, rights reserved. space between _ _ _ N treads' .-'� Rise�un-rail opening Project Number SEE FLOOR PLAN FOR DIMENSIONS ' WINDOW /DOOR /CASED OPENINGS TRIM DETAILS 1 spaced so thata 6"sphere �� ' �� shallnatpassmrough Sheet Issue Date 12/11/18 r w FIREPLACE ELEVATION Install.<_"gypsum � � ,/-, Living Room Fireplace card o-n walls and RESU �ilings of all useable G�lard and handrail to p s ace under DrawnB y �� sustain 2D0 Ib. load Jun 15 202�terar a'rs' Author Upper Porch &Interior Details \ i 1 /2 tt = 1 t-O tt � � STAIR REQUIREMENTS SCale CITY OF EDMONDS Guard balusters tD DEVELOPMENT SERVICES DEPARTMENT As indicated Sheet PlotDat�i/14/2020 7:46:04 PM sustain �0 pSf load www.CarlColsonArchitect.com WINDOW FLASHING DETAILS Step 1: Prepare the WR6 at the rough opening: insta I! a sma I! section of house wra p below the si II (referred to as an "apron"}; alternatively, install self-adhesive pan flashing with split backing (where the release paper backing can be removed incre- mentally) to seal to the house wrap later. Step 2: Ir7stallpar? flashing: cover the rough silt and extend ❑nto the face of the wai f VVi�B. Step 3: Instal! the window: according t❑ manufacturer instructions. Step 4: Instal! the jamb flashing: aver window flange and pan flashing and extend above the head flange. Step S: Instal! the head flashing: aver and beyond the jamb flashing {and aver the win- dowdrip cap if installed). Step G: Integrate the WR6: Install house wrap shingle -fashion, integrated with the apron, and seal house wrap at jambs and head using sealant (beneath the house wrap) or construction tape. HEAD FLASHING NOTE: SEE NOTE BELOW DRAWING FOR INSTALLATION OF METAL HEAD FLASHING @THIS AREA WEATHER RESISTIVE BARRIER HYDROGAP DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) W/BENJAMIN OBDYKE HYDROFLASH®GP SILL / PENETRATION FLASHING AND BENJAM OBDYKE HYDROCORNER SILL FLASHIN( HEAD FLASHING NOTE: AT WINDOW HEAD METAL DRIP FLASHING :INSTALL METAL HEAD FLASHING @WINDOWS & EXTERIOR DOORS PER THE DETAIL BELOW. Hausewrap Rigid cap flashing Flashing tape � over head trim 10° to 15° slope � Flashing '� tape ' overtop window flange j Head trim Flashing talae aver side window flange - _. r �_ �- \il, A�J Ufa -in. gap beneath siding �LINSTALL BENJAM N OBDYKE HYDROCORNER SILL FLASHING @ALL WINDOW SILL CORNERS. INSTALL BENJAMIN OBDYKE HYDROFLASHO GP SILL / PENETRATION FLASHING OVER CORNER SHIELD, AS EXTRA PREVENTION FOR LEAKS @SILL CORNERS WINDOW TYPE LEGEND SINGLE HUNG WINDOWS THESE DIMENSIONS REPRESENT THE ROUGH OPENINGS FOR WINDOW TYPES. COORDINATE W/ WINDOW MANUFACTURER FOR ACTUAL WINDOW FRAME SIZE (TYP @ALL WINDOWS) MULLED WINDOWS REFER TO FLOOR PLANS FOR LOCATIONS OF WINDOWS THAT ARE MULLED TOGETHER A 3060 SINGLE HUNG � 3 0 � CASEMENT WINDOWS I 2638 CASEMENT 2'-6" M NOTE THAT TWO OF THESE WINDOWS ARE MULLED TOGETHER @ THE KITCHEN SINK AREA DOOR TYPE LEGEND DOOR HARDWARE ALL DOORS TO HAVE LEVER STYLE HARDWARE W/ANTIQUE PEWTER OR ANTIQUE BRONZE FINISH. ALL DOOR HINGES & LOCKS TO MATCH LEVER FINISH DOOR. BASE. &TRIM PAINTING ALL DOORS, BASE, DOOR &WINDOW TRIM TO BE PRIMED &PAINTED W/ ENAMEL PAINT -COLOR SELECTION BY OWNER PTD. SOLID CORE WOOD OR FIBERGLASS DOOR (SELECTION BY OWNER) W/SECURITY LOCK & WEATHERSTRIPPING. SEE PLAN & SCHEDULE FOR SIZE &SWING J 1 EXTERIOR TO ENTRY COORDINATE W/WINDOW MANUFACTURER FOR ACTUAL WINDOW FRAME SIZE &ROUGH OPENING DIMENSIONS (TYP @ALL WINDOWS) B C D E 3050 2650 2846 2646 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG 3'-0" � 3'-0" � � 2'-8" � �� 2'-6° �� .� FIXED WINDOWS J 2027 FIXED WINDOW 2'-0" M N SKYLIGHTS K 2020 SKYLIGHT L 2036 SKYLIGHT DOUBLE GLAZED SKYLIGHTS ON RAISED CURB (w/METAL FLASHING). DIMENSIONS SHOWN ARE APPROXIMATE. INSTALL JAMSILL GUARD @ALL WINDOWS AND AT EXTERIOR DOORS. COORDINATE INSTALLATION OF AMSILL GUARD WITH FLASHING MEMBRANE PER MANUFACTURERS INSTRUCTIONS AND REQUIREMENTS 2 3 GARAGE TO EXTERIOR HOUSE TO GARAGE 1 (@ SIDE OF GARAGE) PTD. INSULATED HOLLOW METAL OR FIBERGLASS DOOR (SELECTION BY OWNER) W/SECURITY LOCK & WEATHERSTRIPPING. SEE PLAN & SCHEDULE FOR SIZE &SWING n F 2640 SINGLE HUNG �� 2' - 6" 0 WINDOW &DOOR TRIM NOTES EXTERIOR TRIM DOOR &WINDOW EXTERIOR TRIM ALL DOOR &WINDOW EXTERIOR TRIM SHALL BE PRIMED AND PAINTED CEDAR - PTD. WOOD TRIM &METAL FLASHING @ WINDOW TRIM HEAD. TRIM SELECTION BY OWNER \ / \ / X / \ / \ / \ 4 INTERIOR 1 ' SEE BLOCKING NOTE IN WINDOW GENERAL NOTES �'— 5/4x6 PTD. WD. TRIM @HEAD SCHEDULED WINDOW OPENING 5/4x4 PTD. WD. TRIM @SIDE JAMB 2x PTD. CEDAR SILL W/SLOPE 1-1/2" OVERHANG ON SILL 5/4x4 PTD. WD. TRIM @BELOW SILL PTD. SOLID CORE WOOD DOOR W/ PTD. SOLID CORE WD. CLOSER, SECURITY LOCK & DOOR W/PRIVACY LOCK WEATHERSTRIPPING. SEE PLAN & @BEDROOM SCHEDULE FOR SIZE &SWING SEE PLAN &SCHEDULE SAFETY GLASS AT DOOR SIDELITES FOR SIZE &SWING G 2638 SINGLE HUNG 2'-6" H 2630 SINGLE HUNG � 2'-6" 0 INTERIOR TRIM DOOR &WINDOW INTERIOR TRIM DOOR &WINDOW INTERIOR TRIM 1) COORDINATE ALL INTERIOR ALL DOOR &WINDOW INTERIOR TRIM DOOR &WINDOW FINISHES WITH SHALL BE PRIMED AND PAINTED MDF OWNER. — COORD. TRIM w/ OWNER 2) AT DOORS &WINDOWS WITH �� INTERIOR FINISH THAT IS TO BE 5 INTERIOR TO COVERED PORCHES \ / \ / \ / \ / X /\ / \ / \ F'HII"S rlCStl"SIaLHJJ rl"StlVl�l-I UVVI"SJ (VV/ DBL. SAFETY GLASS & MINI -BLINDS BETWEEN GLASS) SECURITY LOCK, DEADBOLT, &WEATHERSTRIPPING. SEE PLAN &SCHEDULE FOR SIZE &SWING �- SEE BLOCKING NOTE IN WINDOW STAINED WOOD, THE TRIM GENERAL NOTES SHALL BE STAINED WOOD - 1 x6 PTD. WD. TRIM w/CROWN SPECIES TO MATCH WOOD ON MOLDING &CAP @HEAD INTERIOR OF WINDOW OR DOOR. SCHEDULED WINDOW OPENING 3) AT DOORS &WINDOWS WITH INTERIOR FINISH THAT IS TO BE 1x4 PTD. WD. TRIM @SIDE CASING & PAINTED, THE TRIM SHALL BE JAMBS PRIMED AND PAINTED MDF 1x PTD. WD. SILL 1"OVERHANG ON SILL 1x4 PTD. WD. TRIM @BELOW SILL 6 GARAGE DOOR 9' x 8' OVERHEAD CARRIAGE -STYLE INSULATED METAL GARAGE DOOR W/AUTOMATIC CLOSER. CHAMBERLAIN B730/WD962 GARAGE DOOR OPENER ULTRA -QUIET BELT DRIVE, 3/4 HPS WITH BATTERY BACKUP Window Schedule LABEL QTY. WIDTH HEIGHT AREA TYPE GLAZING U-VALUE COMMENTS A 8 3' - 0" 6' - 0" 144 SF Single Hung_ Insulated Glass 0.28 B 11 3' - 0" 5' - 0" 165 SF Single Hung Insulated Glass 0.28 C 4 2' - 8" 5' - 0" 53 SF Single Hung_ Insulated Glass 0.28 D 1 2' - 8" 4' - 6" 12 SF Single Hung_ Insulated Glass 0.28 E 2 2' - 6" 4' - 6" 23 SF Single Hung Insulated Glass 0.28 F 6 2' - 6" 4' - 0" 60 SF Single Hung Insulated Glass 0.28 G 3 2' - 6" 3' - 8" 28 SF Single Hung Insulated Glass 0.28 H 1 1 2' - 6" 3' - 0" 8 SF Single Hung Insulated Glass 0.28 I 6 2' - 6" 3' - 8" 55 SF Casement Insulated Glass 0.28 J 2 2' - 0" 2' - 3" 9 SF Fixed Insulated Glass 0.28 K 1 2' - 0" 2' - 0" 4 SF Skylight Insulated Glass L 1 2'-0" 3'-0" 6SF Skylight Grand total 566 SF WINDOW HEAD CEDAR SIDING BUILDING PAPER PLYWOOD SHEATHING METAL FLASHING BATT INSULATION (R-21) (1) LAYER OF 1/2" GWB FLASHING MEMBRANE PER APPLICATION DETAIL HEADER PER STRUCTURAL DRAWINGS 5/4 x 6 PRIMED &PAINTED CEDAR WOOD TRIM W/ DRIP EDGE INDOW JAMB CEDAR SIDING it BUILDING PAPER PLYWOOD SHEATHING SEALANT @JOINT BAIT INSULATION (R-21) N (1) LAYER OF 1/2"GWB 5/4 x 6 PRIMED &PAINTED CEDAR WOOD TRIM FLASHING MEMBRANE PER I APPLICATION DETAIL PAINTED MDF CASING &TRIM ,emu VINYL WINDOW -SEE WINDOW VINYL WINDOW -SEE WINDOW a SCHEDULE FOR TYPE SCHEDULE FOR TYPE LINE OF CEDAR SILL BELOW METAL FLASHING Window etails Head -Jamb -Sill 21 �� 2 WINDOW GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL WINDOW QUANTITIES AND SIZES BEFORE ORDERING 2. ALL WINDOWS SHALL BE VINYL WINDOWS WITH DOUBLE GLAZING (1/2"MIN. AIR SPACE) 3. ALL OPERABLE WINDOWS SHALL HAVE INSECT SCREENS. WINDOW SERIES ALL WINDOWS SHALL BE MILGARD VINYL WINDOWS (OR AS SELECTED BY OWNER) WITH LOW-E /CLEAR GLASS (W/ARGON) WITH A MIN. U VALUE OF 0.28. SAFETY GLAZING ALL GLASS LOCATED IN AN AREA WHICH THE 2015 INTERNATIONAL RESIDENTIAL CODE CONSIDERS HAZARDOUS SHALL BE SAFETY GLAZING. THESE INCLUDE: A.) ALL GLAZING IN DOORS AND GLAZING IN ANY OPENING ADJACENT TO A DOOR WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"ABOVE THE WALKING SURFACE. B.) TUB /SHOWER ENCLOSURES. EGRESS WINDOWS INSTALL MEMBRANE ALL SLEEPING ROOMS ARE REQUIRED TO HAVE EGRESS WINDOWS. THE FLASHING PER APPLICATION WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE DETAIL PRIOR TO AND FEET. THE MIN. NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24"AND DURING WINDOW INSTALLATION THE MIN. NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20". ALL EXIT VINYL WINDOW -SEE WINDOW WINDOWS SHALL HAVE SILLS NO HIGHER THAN 44"ABOVE THE FINISH FLOOR. SCHEDULE FOR TYPE WINDOW SUPPLIER SHALL VERIFY ALL EGRESS WINDOWS MEET EGRESS PTD. MDF SILL REQUIREMENTS BEFORE ACCEPTING ORDER FROM CONTRACTOR. BLOCKING AT WINDOWS SEALANT &BACKER ROD PROVIDE BLOCKING @EACH END OF WINDOW HEADERS FOR 1 STUD SPACE TO 2x PRIMED &PAINTED CEDAR ACT AS BACKING FOR INSTALLATION OF VALANCES /CURTAIN ROD ASSEMBLIES SILL W/SLOPED TOP 5/4 x 4 PAINTED CEDAR WINDOW SILLGUARD &EXTERIOR DOORSILLGUARD /FLASHING INSTALLATION WOOD TRIM W/ DRIP EDGE CONTRACTOR SHALL INSTALL ALL WINDOWS PER MANUFACTURERS (1) LAYER OF 1/2"GWB INSTALLATION INSTRUCTIONS. PRIOR TO INSTALLING WINDOW IN ROUGH OPENING, CONTRACTOR SHALL INSTALL "JAMSILL GUARD" (AVAILABLE AT BAIT INSULATION (R-21) PELLA NORTHWEST IN BELLEVUE 425-455-5550 OR wwwJAMSILL.COM) or PLYWOOD SHEATHING "SURESILL" WHICH ARE VINYL WINDOW OR DOOR SILL DAMS TO PREVENT WATER FROM ENTERING WALL CAVITY (INSTALL PER MANUFACTURERS INSTRUCTIONS) CONTRACTOR SHALL THEN INSTALL WINDOW WRAP FLASHING METAL FLASHING PER WINDOW WRAP DETAIL ON T WINDOWS SHALL HAVE METAL BUILDING PAPER DRIP FLASHING INSTALLED AT H��. PAINTED CEDAR OR ALL WINDOWS SHALL HAVE META�jiIR€aL�i��G AT WINDOW HEADS. HARDI-PLANK SIDING CITY OF EDMONDS NOTE: ALL CEDAR HEADS, SILLS, AND JAMB FENESTRATION CERTIFICATIONDEVE o PnRNMEIEVRvlces TRIM SHALL BE PRE -PRIMED AT ALL SIDES ALL NEW FENESTRATIONS SHALL BE NFRC CERTIFIED. PRIOR TO INSTALLATION - NO EXCEPTIONS Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. com Commercial &Residential Architecture Evans Residence Project 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 Window Le end � g Notes 7543 REGISTERE ARCHITECT ��'` ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Tvne: Revision Schedule Rev. # Date Description 1 6-15-2020 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 AppYOUCGi 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 � 07/27/18 � � • Drawn By Author Window Legend &Notes Scale As indicated Sheet Plot Dat�/14/2020 7:47:25 PM www.CarlColsonArchitect.com ENERGY CODE CERTIFICATE EVANS RESIDENCE HEATING SYSTEM SIZE EVANS RESIDENCE GLAZING SCHEDULE PRESCRIPTIVE ENERGY CODE CREDITS COMPLIANCE CHART COMPLIANCE CERTIFICATE: PART OF THE WSEC. ALL NEW RESIDENCES ARE REQUIRED TO POST THIS CERTIFICATE WITHIN 3 FEET OF THE ELECTRICAL SUPPLY PANEL. CERTIFICATE MUST BE COMPLETELY FILLED OUT AND POSTED AT TIME OF FINAL INSPECTION. THIS REQUIREMENT IS THE RESPONSIBILITY OF THE BUILDER �'ru�icrty .lciclre+,�s: �UrlililirirlCil H�lour Arra 1?:rt4'� � rt Builder ur regisfcr�d dcsigrt praf��sitrni�ll ,Si�rrufur•e': R� Vu�ues C:eili��: vaultrd R-! Fli�rirs: L�V�f UncandltlailCd 5i1iiCC It - Attic R- Slab nn �Tade tloc;r R- 1'Yalls: AbaV� grade R- Roars: R- Below•, exl. F�- R- �.'-f'ett•}r�r•.s ei►i�l,€ffCr'L' NRFC rating {or) �4irsd�rws U- SHGC� PIA Qct'nultrrttlrtgtnraN�,�rnnr�'st:c2orat Skylights lI- �HGC- N}�1 �il�}�N-��rrr. � f)�ilfrlJi{�'J �'rlrll� �i�/flr. � �'r'Pia'�r.0 ]�fr?erfi►��;, C'f�rrl�r�g dQ: 13f��.xiit Htrf f l ufcrr Sti StE'm T4� Ix I;Lt'lclency He.3ting �:i 3i111 I1� rillVv 11�u�f � RrfiJdil�; Air l.r�uirn�.� All tjUCtS c4c HVAC 1CS condltl4ned space � yC5 � no) 11751IISiion �- hir handler pracsctit (y'ca f t]D ) Test Target CFM�.SPa Test Result �F'M�w25Pa Suiltliug air Itakagc fa�guE. ACHsr, �� :�.0 - TcSlcLl lcakrrgc. ACi�«y - Dn�ite Rcrrer��abfe Excr�p Electric Porter �y'stcm system tyjpr: kat�cd annual generation 1(+,tiwlt 31 4 5 s 10 I 11 12 13 15 ib 17 14 24 22 23 24 25 27 2d �' 4 3U 31 32 34 35 .36 37 3B 41 42 43 45 �s �� 4$ 54 st 52 S3 58 54 b2 �� Project trrtorrrratiorr Corrtaet trztormatror7 Evans Residence Carl jColson - Archi#ect PELC 2442}{ 83rd Ave W 23623 24th Ave W, Bothell, WA 98421 Edmonds, 1+VA 98426 d25-B46-3743 Car![�rCarlColsanArchitect.corn Hea#ing System Type: Q All other s�r�t�,s � Heat PumF TD see detailed rrrstruetiorrs for each seetiorr, place your cursor oil the r�rord "tnstructiorrs ". f]esign TemperattJre Instructior�� Design Temperature difference (.�T} 4fi Edmonds � =:� � T = indoor (70 degrees} - Outdoor �esrgr: Temp Area of Building Conditioned Floor Area Instrnctior,� Conditioned Floor Area {sq ft) Average Ceiling Height Instractian� Average Ceiling Height {ft} Glazing and avors Instraction� LJ-0.28 SI[�ligh#s#s ��J Instruetion� Insulation Attic � R�9 Single Rafter ar Joist Vaulted Ceilings Irr3truc:iur� � � R-38Vented Above Grade Walls (see Figerre 91 J Instrnctian� R-z1 Intermediate Floors Instruction R-38 � Below Grade Walls (see Frgrrre rl Instruction R-2t Interior + ,� 2, J0� Conditioned Volume 8_� 24:71 a U-Factor Area = UA o.2sa 709 198.52 U-Factor Area = UA a �a ® 2.00 U-Factor }C Area = UA d.026 1,4b7 38.14 U-Factor ?C Area UA i].i727 359 9.09 U-Factor Area UA o.o�� 2..919 1S3.4+3 U-Factor X Area UA 0_a25 2,276 5B_90 U-Factor �L Area UA 0_a42 599 25_t0 Slab Below Grade F� r F F ct X L th UA � ,1Nintio�, �kplight attd Door �chedtile 2 Prv�eet �nrrarrra�trvrr 3 ESrans Residence 4 2002 83rd Ave U'd 5 Edmonds. '4°�A 98028 7 8� � Ref. U-factor � 'E�cempt SSnr'll7ging Daar f2� sq ft mix.:; 1� '' Exempt Glazed Fel7estratian � 15 sq. ft max. ; C�ntaet �r�fvrmatrvr� Carl J Calsal7 -Architect PLLC � 238�3 20th Aire UV Bothell DNA 98021 ��-��-3?03 Carl ��rI�aIS417�+.rchltect.Cam 1Nidth Hei�-It Qt.� Feet Ir�'r. Feet Ir�r ,area UA 1 3 �� 1 3 .� 5 - '4h4f S E 0 4 8 rV��l,tlf o.�s tt ,� �3 1lertical Fenestration ��filydov+r� alyd dovrs� 14 � Component 15 ! Descrir�#ion � Ref. � U-facto 1f� T;r e A. Sin le Hun ��findoth; i��lantlf 0 28 17 � T r e B Sin le Hun U�rindo}�r i�vlantlf 0 28 18 T e C Sill le H�In b'�,'inda�• i�Vlallllf 0.28 ;9 T e D Sin le Htln ';'�finda}�r i�vlantlf 0.�8 �� T e E Sin le Hun b�inde�� i�V�antlf 0.28 �1 T e F Sin le Hun UUindo}n,� i�vlantlf 0.28 �2 T r e � Sin le Hun lNindot,v i�V�antlf 0_�8 �3 1 T r e H Sin le H�In �°,finda7�; i�Vlal7tlf 0.�8 �� T;r e I Casement '4°�`indo�5, i��lantlf 0 28 �5 T e J Fitted 4°Jindov'� i�v�antlf 0 28 �h T e R Sktirli ht '4n�SE 0.50 �� Entry Daar Entr r 1�esiti�tlle '��lSE 0 46 ��_, Daar Fram h�lud Room to Sara e ',�lSE 0 48 3U Doors from Odra eta Pw9ech Roam V'JSE 0.�6 3� French Doors from Dinin to Exterior SE 0.70 �2 Frel7ch Dears from Rec Raam to Exterior rSE 0.7p 33 57 '4°didth Hei�-It Qt � Feet Ir�� Feet I��I- 8 3 �� o ,� � �� 2 $ 5 ° 1 � � � � 2 2 �' � � �� 3 2 � 3 $ 1 2 �' 3 �� : 3 s � � � 3 1 2 �� 2 ° 3 � � � 1 3 �� 2 3 �� s 2 3 � 6 � � 3 ';} � s 20 0 9.�8 �� o � �o ,�.re a UA. 1 . z� 3 �r 5 S 12� I i 14 15 15 17 1�� 0 �0.3� 18 �� 2#. 22 24 ? 5 �' �.. 27 28 3� 31 33` 34 �� . �� 53 3 1� 93 1�0 331i 22 5 �.38 2?.5 7 78 ?.5 2.18 55 0 15.48 g0 252 � 0 2.88 00 088 200 928 �0 �I 18 �8 �0 0 28 �8 d0 0 28.8�1 0 0 0 0� t7 0 0.00 37 (see rgtire } Ir7struction� - a or eng � 0.3a3 031 19t.19 �8 39 R-16 Fully insulated � �� illt7 p{ �� Ef7e5tr�tfOfP At�a at7d LEA ? � � � 24�_��1 Slab an Grade (see �rg�r-e �� F-Factor X Length UA �0 i ilerttcai F2fre�tra�rofr Area I2lghted i! _ �lAl,�rea 0.35 �1 li3structiun�s - Select R-Value � PJo selection 0 --- f�1 � �2 '- �3 �2 Overhead Glazing ��kylightsj Lacs#ion of Deft#s �*� Component 11'Vidtl7 Heig�lt �5 Instructions Conditioned Space duct Leakage Coefficient 6�4 I Descri tion `� `� � � Ir�r Ref U-factor Qt Feet Feet ' r�.rea UA. ... d6 FigLire 1. A6�ove �-ade 1.00 Sum of UA Envelope Heat Laad SumvftlAX1T Air Leakage Heat Lcad VvrrrmeX O.6XS7X.048 Building Design Heat Lead 085.07 31,513 Btu !Hour 12,2�0 Btu ?Hour 43,789 Btu !Hour 6� 66 C7 �� TO I] 8 0 Q.00 8 0 0.00 tJ0 000 tJ0 000 IJ 0 0.00 �.rr leakage + Er,4•e�voe Feat tOSS �� Building and Duct Heat Load 43,78`3 Btu ?Hour �2 tfrrr of Qtirerhead razing Area af�a' �}A tJ J 0.00 �� Orrets irr uncorrdrt�nned space' sum ofBur�drng t-feat toss X 4. P� �� wef�read �iazff�g Af12a 12f�'f7�EC� � - �}A/ArE7 �_� � ��, �� dEqu'rpmen �� W � Maxim�_umiHeat Ou�iput 54,�3f� Btu 1 Hour ', 8uildirrg arrd f�uct Feat toss X t.4D fnr Forged Arr Furr:aca �� T�t�l ��1��5�f"��tOfii �f~�� l;}t:{ �� 7�2rirrg 3.71: 57� .�?fliR? .Of ��Oi' Sjlstem sizing ealcufatr'orrs� . ��7_� Bu��drng and t3uct HeatLoss X f.25 for heat �rrmp '- - - 1 MECHANICAL SUBCONTRACTOR NOTE: THE CALCULATIONS FOR HEATING SYSTEM SIZE ARE REQUIRED BY THE WASHINGTON 2015 ENERGY CODE AND WAS COMPLETED AS PART OF THE BUILDING PERMIT SUBMITTAL. THE MECHANICAL SUBCONTRACTOR FOR THIS RESIDENCE SHALL SIZE ALL HEATING EQUIPMENT PER WSEC AND SHALL COORDINATE SIZING AND SELECTION OF EQUIPMENT WITH DEVELOPER / BUILDER PRIOR TO PURCHASING OR INSTALLING THIS EQUIPMENT 2015 WA ENERGY CODE NOTES POST ENERGY CODE COMPLIANCE CERTIFICATE WITHIN 3' OF THE ELECTRICAL PANEL (105.4) PROVIDE PROGRAMMABLE THERMOSTAT. PROVIDE DUCT SEALING TESTS WHERE APPLICABLE. PROVIDE DOOR BLOWER TEST AFFIDAVIT 9502.45) WHEN APPLICABLE. WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED. PROVIDE 100 CFM WHOLE HOUSE EXHAUST FAN TO RUN INTERMITTENTLY ON TIMER. HEATING 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. ENERGY CODE CERTIFICATE COMPLIANCE CERTIFICATE: PART OF THE WSEC. ALL NEW RESIDENCES ARE REQUIRED TO POST THIS CERTIFICATE WITHIN 3 FEET OF THE ELECTRICAL SUPPLY PANEL. CERTIFICATE MUST BE COMPLETELY FILLED OUT AND POSTED AT TIME OF FINAL INSPECTION. THIS REQUIREMENT IS THE RESPONSIBILITY OF THE BUILDER. 2015 WASHINGTON ENERGY CODE 2015 WA ENERGY CODE REQUIREMENTS THIS PROJECT WILL MEET THE 2015 WASHINGTON STATE ENERGY CODE BY PROVIDING 3.5 ENERGY CREDITS. ENERGY CREDIT OPTIONS 3A, 4, AND 5C (SHOWN BELOW) WILL BE IMPLEMENTED TO MEET THE REQUIRED 3.5 ENERGY CREDITS THE FURNACE AND WATER HEATER ARE TO OBTAIN COMBUSTION AIR AND REMOVE EXHAUST GAS PER CODE REQUIRMENTS AND EQUIPMENT MANUFACTURER REQUIREMENTS. 2015 WA ENERGY CODE BLOWER DOOR TESTING A BLOWER DOOR TEST WILL NEED TO BE CONDUCTED BY THE CONTRACTOR AT AREAS OF NEW CONSTRUCTION, PER W.S.E.C. R402.4.1.2. AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES PER HOUR AND SHALL BE TESTED PER S.E.C. R402.4.1.2. THE CONTRACTOR SHALL PROVIDE A WRITTEN REPORT OF THE TEST RESULTS, SIGNED BY THE TESTING PARTY, TO THE BUILDING INSPECTOR, PRIOR TO APPROVED FINAL INSPECTION. 2015 WA ENERGY COMPLIANCE OPTION THE COMPLIANCE OPTION FOR THIS PROEJCT WILL BE "PRESCRIPTIVE". 2015 WA ENERGY CODE REQUIRED "R" & "U" VALUES CLIMATE ZONE MARINE 4 REQUIRED PROPOSED FENESTRATION U-FACTOR 0.30 0.28 SKYLIGHT U-FACTOR 0.50 0.49 (SKYLIGHTS ARE OVER AN UNHEATED PORCH -NOT PART OF ENERGY CODE CALC'S) CEILING R-VALUE 49 R-49 WOOD FRAME WALL R-VALUE 21 R-21 FLOOR R-VALUE 30 R-30 FLOOR R-NACU E AT 11-7/8" TJ I'S 38 R-38 BELOW GRADE WALL R-VALUE R-21 R-21 SLAB R-VALUE &DEPTH R-10 (2" THICK) R-10 Prescripti�+e Energy Code Compliance for All Climate Zones in 1Nashington rr,��ecc rr;ijrr,^�t;or, Cvratact Ir,fDrr7r2rrorr E'�ans Residence Carl JColson -Architect PLLC 00�, 83rd Ace 4�r 23G23 �Oth AS�e 4"�r. Bothell '4h,fA 980�1 Edmonds, �!A 980�G 4�5-30�-3703 CarlCarlColson,�'trchitect.com This project will use the requirements of the Prescriptive Path below and i€tcorparate the the minimum values listed, In addition, based on the sire of the structure, tkte appropriate number of additional credits are checked as chosen by tr3e permit applicant, Authari=ad Regresantativa Ail Climate Zones R-1�ralue- U-Factor Fenestration U-Factar� nla 0.?0 Skylight U-Factor n1a 0.50 Gla_ed Fen?stratian SHGC��' nla Na Ceiling' 49• 0.028 :";�aad Frame 1"lall��.,... 2�1 int 0.056 F,1ass'Nall R-Value' 2'I!2'I�' 0.058 Flaar 30� 0.029 Belo�a� Grady ��.:rall�.... '10!'15l2'I int + TE 0.042 Slab`' R=�v�alu? & D?�th 10. 2 fk n.+a *Ta;,le R402.'1.1 an�� Tavl? R�Q2.1.v F�sotnat?s il7cltl��?d an Peg? 2. Data Each dwelling unit in a residential building shall comply with sufficient options from Table R40B,2 so- as to achieve the fallowing minimum number of credits; i, Small Dwelling Unit; 9.5 credits ❑ D��n�•elling units less than '1500 square feet in conditioned Haar area �,t4�ith less thal7 ?00 square feet of fenestration area..�dditians to existing cuilding that are greater than 500 square feet of heated Hoar eras ut less than 1v00 square feet. ❑+� 2, Medium Dwelling Unit; 3,5 credits x.11 d�a�elling units that are not includac' in �1 ar�3. E�cceptian; D�va�elling units serving R-2 occupancies shall require 2.5 credits. ❑3, Large DwelllFyg Unit; 4.5ere�Fts D�4a�elling units exceerfing 5000 square feet of canditianed Haar area. ❑4, Additions less than 500 square fee#: ,5 credi#s Tal�le R4Q6.2 summary GGtl1n D?SUrl�tlall Gr�dItlS;� 1a Efficien#EuildingEn�velape 1a O.v 1 � Efficient Buil�,ing En�velape 'I^ 1.0 1c EfFciant2uil�ingEn�valape 1c 2.0 1�� Efficient Euil,ing Envelop? 'Id 0.5 2a .�,ir Leakage Control an�� Efficiant�ventilati��n 2a O.0 2 ; .sir Leakage Control and Efficient `�r�entilatian 2 : 1.0 2c .�,ir Leakage Control and Efficient'�ientilatian 2c 1.v 3a High Efficiency Hv.�C 3a 1.C� 3.� Higl7 Efficiency Hl�`.�C `� ; 1.0 3c High Efficiency H'J.�C 3c 1.5 ?d High Efficiency H'J.�C 3d 1.0 4 Hi jl7 Efficiency H`v�.�C Distri:,ution System 1.0 va Efficient �.�rater Heating 5a O.v ,= Efficient��.'�at?rHeating5b 1.0 ,= Efficient�'A�aterHeatingvc 1.v 5 � Efficient'.'�ater Heating vd 0.5 �3 Rene��,�,able Electric Energ�k O.0 Total Credits 2015 WA ENERGY CODE, RESIDENTIAL PROVISIONS ENERGY CREDITS 1.4 1.0 1.5 �.� 3.5E} 3a HIGH EFFICIENCY HVAC' EC�L1IP11�IENT 3a: Gas. propane or oil -fired ftu7iace with nuniuiuin AFLTE of 94°/n, or Gas, propane or oiled -fired boiler with iuininiuin AFLTE of 92°/a To qualify to claim this credit, the building permit drawings shall specify- the option being selected and shall specify the heating equipment type and the nuninaum e� ui �ment efficient . 1.0 4 HIGH EFFICIENCY HVAC L►ISTRIBliTION SY STEM: 1.0 All heating and cooling systeuj coinponents installed inside the conditioned space. This includes all equipment and distribution system coinponents such as forced air ducts, hydrouic piping, hydrouic floor heatuig loop, convectors and radiators. All combustion equipment shall be direct vent or sealed cambiistion. Far forced air ducts: A maxiiannn of 1 U linear feet of return ducts and 5 iiuear feet of supply ducts maybe lacy#ed outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the canditianed space must be insulated to a minimum of R-8. Locating system cou3poiients iii conditioned crawl spaces is not pei7uitted under this option. Electric resistance heat and ductless heat pumps are not perntted titrder this option. Direct combustion heating equipment with AFUE less than 80°% is not permitted under this ap#ion. To qualify to claim this credit, the building periiiit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and conlina equipment and all the duct�vnrk. �c EFFIC'IENT ��'ATER HEATING 7c: 1.5 Lvater heating system shall include one of the following: Gas, propane or oil water heater with a nunimuin EF of 0.91 or 5alar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated nuniinuua savings of 85 tliernis ar 2000 kWh based on the Solar Rating and Certification Corporation (SRCC') Annual Performance of ClG-300 Certified 5alar Water Heating Systems OC Electric heat pump water heater with a uvnimain EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications far Heat Pump Wa#er Heaters Ta qualify to claiur this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the nunimniur equipment efficiency and, for solar water heating systems, the calculation of the minimum energy sati-iiigs. RESUB Jun 15 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Carl J. Colson -Architect PLLC 23623 20th Ave. W Bothell, WA 98021 425-806-3703 wwwCarlColsonArchitect. tom Commercial &Residential Architecture Evans Residence Project Address 20018 83rd Ave. W., Edmonds, WA 98026 New SFR at 20018 83rd Ave. W (Lot 1 of PLN20180037) City of Edmonds Permit #: SLD2020-0250 Project Client Marne &Simon Evans 20020 83rd Ave. W. Edmonds, WA 98026 Sheet Title Washington State Energy Code Calculations 7543 REGISTERE ARCHITECT rim` ' CARL J. COLSON S ATE OF WASHINGTO ISSUED FOR PERMIT 1-21-2020 Document Set Type: Revision Schedule Rev. # Date Description 1 16-15-20201Add 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 Approved 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 � 04/29/13 � Drawn By Author Washington State Energy Code Calculations Scale 12" = 1'-0" Sheet Plot Dat�/14/2020 7:47:44 PM www.CarlColsonArchitect.com �