APPROVED BLD-FIR-PLN-BLD2020-0412-ARCHITECTURAL PLANS 4.20.20Binder Veilleux Residence
SITE &ZONING DATA BUILDING CODE
FIRE, INSULATION, ENERGY CODE
DRAWING LIST
PROJECT SUMMARY:
DEMOLISH EXISTING SINGLE FAMILY RESIDENCE & DRIVEWAY
CONSTRUCT NEW SINGLE FAMILY RESIDENCE w/ ATTACHED 3
CAR GARAGE
PROJECT ADDRESS:
8912 192nd St. SW
EDMONDS, WA 98026-6129
PROJECT OWNER:
DEBORAH BINDER & GAETAN VEILLEUX
8816 207th Place SW
EDMONDS, WA. 98026
PARCEL NUMBER:
27041800303700
LEGAL DESCRIPTION:
BEGINNING AT THE SOUTHWESTERLY CORNER OF SECTION 18;
THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH
00037'06" EAST 1301.48 FEET;
THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD,
SOUTH 89031'52 EAST 599.24 FEET TO THE NORTHWESTERLY
CORNER OF THE TRACT HEREIN DESCRIBED AS THE TRUE
POINT OF BEGINNING;
THENCE CONTINUE SOUTH 89°31'52" EAST ALONG SAID SOUTH
MARGIN OF THE COUNTY ROAD A DISTANCE OF 115.00 FEET;
THENCE SOUTH A DISTANCE OF 105.00 FEET;
THENCE NORTH 89031'52" WEST PARALLEL WITH THE SOUTH
MARGIN OF 192ND STREET SOUTHWEST A DISTANCE OF 115.00
FEET;
THENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE
POINT OF BEGINNING.
(ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET
ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.)
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PROJECT ZONING:
RS -12
LOT SIZE
0.28 ACRE (12,075 S.F.)
LOT COVERAGE
27% (35% MAX LOT COVERAGE ALLOWED.
THIS LOT COVERAGE AREA INCLUDES HOUSE FOOTPRINT,
GARAGE FOOTPRINT, FRONT PORCH, AND REAR COVERED
PORCH
BUILDING HEIGHT:
24'- 31/2" (HIGHEST ROOF RIDGELINE) ABOVE AVERAGE GRADE
SEE ELEVATION DRAWINGS ON SHEET A-3.1 FOR BUILDING
HEIGHT.
CUT AND FILL:
CUT FOR THE PROPOSED BASEMENT AND FOOTINGS
EXCAVATION. REFER TO CIVIL ENGINEERING GRADING PLAN
FOR ALL GRADING INFORMATION
BUILDING SETBACKS:
FRONT YARD (MIN. 25)
SOUTH SIDE YARD SETBACKS (10')
REAR YARD (25)
PARKING CALCULATIONS
THIS RESIDENCE HAS HAS THREE SPACES (19' x 8'-6") IN
AN ATTACHED GARAGE AND THREE SPACES IN THE
DRIVEWAY.
SITE WORK:
REFER TO LANDSCAPE ARCHITECTS LANDSCAPE PLAN
FOR SCOPE AND AREAS OF ALL SITE GRADING
IMPERVIOUS SURFACE CALCULATIONS:
ROOF AREA; 3896 S.F.
ENTRY WALK & DRIVEWAY: 871 S.F.
TOTAL IMPERVIOUS AREA: 4767 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
CRITICAL AREAS / WETLANDS
THERE ARE NO CRITICAL AREAS OR WETLANDS ON THIS
PROPERTY TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
APPROVED BY PLANNING
May 12 2020
SUBJECTTO
DAMAGE
FROM
ICE 5HEILD
GROUND
WIND
SEISMIC
Frost
WATER
UNDER-
AIR
MEAN
SNOW
SPEEDe
DESIGN
line
DESIGN
LAYMENT
FLOOD
FREEZING
ANNUAL
LOAD
(mph)
CATEGORY9
Weathering'
depth'
Termite`
Decay'
TEMP'
REQUIRED'
HAZARDS"
INDEX!
TEMP'
Slight to
Firm Maps
25 psf
85
❑1
Moderate
2S
S to M
27' F
No
0-1,000
50'
Moderate
11-8-99
City Of Edmonds
Building Department
Work Demo/ New Single Family Residence
Address 8912 192nd Street SW
Owner Binder, Deborah
Approved Date 7/14/2020
Building Official astavazst
Permit Number BLD2020-0412
CODE COMPLIANCE:
THIS RESIDENCE SHALL BE CONSTRUCTED TO PROVIDE FULL COMPLIANCE TO: 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 (WAC 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 30' 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 2 HIGH EFFICIENCY GAS FIRED FURNACE / HEAT PUMP HEATING
SYSTEMS WITH FRESH AIR INTAKE FOR WHOLE HOUSE VENTILATION AND FRESH AIR INTAKE FOR
COMBUSTION AIR. MAIN FURNACE / HEAT PUMP SYSTEM SHALL PROVIDE HEAT TO BASEMENT & MAIN
FLOOR. THE SECONDARY FURNACE / HEAT PUMP SYSTEM SHAL PROVIDE HEAT FOR UPPER FLOOR LEVEL.
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-2.2 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
APPROVED
PLANS MUST BE
ON JOB SITE
YSI report required for final for this
Y project
OBTAIN ELECTRICAL PERMIT FROM
STATE LABOR &INDUSTRIES
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
Approved By Fire
05/19/2020 DFM17
ALL WORK SUBJECT I
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
FIRE PROTECTION SYSTEM
THIS RESIDENCE WILL BE BE FIRE SPRINKLERED, PER CITY OF EDMONDS BUILDING
CODE / FIRE MARSHAL REQUIREMENTS
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 BE AN 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
PROJECT GENERAL NOTES
A-1.3
3D PERPSECTIVE VIEWS
A-2.1
FOUNDATION PLAN FOR DIMENSION LAYOUT
A-2.2
LEVEL 1 FLOOR PLAN
A-2.3
LEVEL 2 FLOOR PLAN
A-2.4
ROOF PLAN
A-2.5
LEVEL 1 LIGHTING & OUTLET PLAN / VENTILATION NOTES
A-2.6
LEVEL2 LIGHTING & OUTLET PLAN
A-3.1
EXTERIOR BUILDING ELEVATIONS - NORTH & EAST
A-3.2
EXTERIOR BUILDING ELEVATIONS - SOUTH & WEST
A-4.1
BUILDING SECTION & NOTES
A-4.2
INTERIOR DETAILS
A-5.1
DOOR & WINDOW SCHEDULE, DETAILS & LEGENDS
A-5.2
WINDOW & DOOR FLASHING
A-6.1
WASHINGTON STATE ENERGY CODE CALC'S.
PLEASE SEE CIVIL DRAWINGS FOR SITE PLAN.
PLEASE SEE STRUCTURAL DRAWINGS FOR LIST OF STRUCTURAL DWGS.
AREA CALCULATIONS
BINDER / VEILLEUX RESIDENCE
BUILDING AREA CALCULATIONS
LEVEL 1 FLOOR AREA (HEATED)
2,174 S.F.
LEVEL 2 FLOOR AREA (HEATED)
1,466 S.F.
BASEMENT AREA (HEATED)
469 S.F.
TOTAL FLOOR AREA (HEATED)
4,109 S.F.
GARAGE AREA
882 S.F.
GARAGE STORAGE
76 S.F.
GARAGE WORK SHOP
140 S.F.
ENTRY PORCH
73 S.F.
REAR PATIO
176 S.F.
SITE AREA CALCULATIONS
LOT SIZE 12,075 S.F
BUILDING FOOTPRINT 3,261 S.F.
LOT COVERAGE 27%
IMPERVIOUS AREA CALCULATIONS
COVERED ROOF AREA 3896 S.F.
SIDEWALKS, PATIO, DRIVEWAY 871 S.F.
TOTAL IMPERVIOUS AREA 4767 S.F.
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SITE LOCATION MAP
PROJECT TEAM
OWNER
DEBORAH BINDER & GAETAN VEILLEUX
8816 207th Place SW
EDMONDS, WA 98026
Tel:
Fax:
Contact: DEBORAH BINDER
ARCHITECT
CARL J. COLSON - ARCHITECT PLLC
23623 20TH AVE W.
BOTHELL, WA 98021
Tel: (425) 806-3703
Fax: -
Contact: CARL COLSON
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
RAM ENGINEERING
16531 13th Ave W, SUITE A108
LYNNWOOD, WA 98037
Tel: (425) 678-6960
Fax: .
Contact: ROB LONG
Pr-fiew
04/22/2020 122631 PM
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Cover Sheet -
Project Data
7543 REGISTERED
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: Anril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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 Approvcd 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, 2020. All rights reserved.
Project Number
Sheet Issue Date
03/13/13 •
Drawn By
Author Cover Sheet - Project Data
1Scale
As indicated Sheet Plot Date 4/7/2020 12:45:10 PM
www.Car1Co1sonArchited.com1
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
Fk I
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. Colson - 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 20th 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.
425-806-3703
EXECUTION OF THE WORK. AGENCY. 2. THE MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FINISHES FOR ALL
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.
wwwCarIColsonArchitect.com
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
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
Commercial & Residential
COLSON - ARCHITECT PLLC OR OWNER IN WRITING FOR APPROVAL WITHOUT PUBLISHED BY THE A.W.I. AND THE STANDARDS SET BY THE OWNER / CONTRACTOR.
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
Architecture
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
Binder / Veilleux
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
AND MISCELLANEOUS EQUIPMENT. THE FACING AND FRAMING DO NOT EXCEED 1/16". REQUIREMENTS PRIOR TO FABRICATION.
Residence
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-
Project Address
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
8912 192nd St. SW
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
4. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM MATERIAL AND FIXTURES TO BE U.L. APPROVED.
Edmonds, WA 98026-6129
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.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK
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
Deborah Binder & Gaetan Veilleux
3. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE DESIGN -BUILD AND SHALL 1. HEATING WILL BE PROVIDED BY A GAS FURNACE / HEAT PUMP TO BE LOCATED IN ONLY FOR THE OWNER AND BUILDER FOR THIS PROJECT ONLY. ALL DETAILS AND DRAWINGS SHOWN
BE UNDER SEPARATE PERMITS TO BE OBTAINED BY THE CONTRACTOR. GARAGE. HOT WATER WILL BE PROVIDED BY A GAS FIRED WATER HEATER LOCATED IN 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 GARAGE. GENERAL CONTRACTOR AND MECHANICAL SUBCONTRACTOR SHALL REVIEW TO CONSTRUCT THIS PROJECT. THE BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING
8816 207th Place SW,
Edmonds, WA. 98026
ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS FURNACE AND WATER HEATER LOCATION AND DETERMINE ROUTE FOR EXHAUST FLUE CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT A WEATHERTIGHT, DURABLE BUILDING.
Sheet Title
OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE PRIOR TO FRAMING OF BUILDING. MECHANICAL SUBCONTRACTOR TO PROVIDE ALL FLASHING, WEATHERPROOFING, ROOFING, AND WATERPROOFING DETAILS AND CONSTRUCTION
REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES HEATING LOAD CALCULATIONS TO APPLICABLE BUILDING DEPARTMENT FOR 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. APPROVAL AND PERMIT PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE
General Notes
5. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED BY MECHANICAL SUBCONTRACTOR SHALL REVIEW ALL DRAWINGS PRIOR TO REQUIREMENTS, AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
CODE. CONSTRUCTION TO BEST DETERMINE ROUTING OF ALL NEW DUCTWORK AND VENT PER WASHINGTON STATE LAW, THE TOWNHOUSE UNITS REQUIRE THE DESIGN AND INSPECTION
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.
PLLC OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE 4. ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE AS DEFINED
7543
REGISTERED
DESIGN PRIOR TO PROCEEDING WITH THE WORK. BY WAC STANDARDS 51-16-060. 1. EXTERIOR DOORS, WINDOWS, VENTS, CORRIDOR OPENINGS:
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
//�� /�ARCHITECT
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 A WEATHER -TIGHT
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: April 7, 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.
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
Document Set Type:
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 A WEATHER -RESISTANT BARRIER ALTERNATIVE TREATMENTS. ANY PRESSURE TREATED WOOD SPECIFIED FOR THIS PROJECT SHALL
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.
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, "TESTING HAS SHOWN THAT CERTAIN
Rev.
# Date Description
DOORS, AND WINDOWS. UCTIO REPLACEMENT ALTERNATIVE TREATMENTS ARE GENERALLY MORE CORROSIVE THAN CCA-C". AS A
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 FASTERNERS, 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
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.).
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
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.
BLOCKING AND BRACING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. ANY REFERENCES ON STRUCTURAL DRAWINGS FOR THIS PROJECT TO PRESSURE TREATED WOOD
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.
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 CONSTRUCTION UNLESS THIS
DRAWING HAS ABUILDING 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
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) or Developer 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
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,
Construction Personnel of the General Contractor and all Subcontractors
are supplied with all Approycdand most current documents.
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
( )
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
This sheet of drawings may not be reproduced in any form without prior
approval of CarlJ.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 ofserviceshallremainthepropertyofCarlJ.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.
4. CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/ HERSELF OF THE BE REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND
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
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
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
5. VERIFY ALL TOP OF SLAB ELEVATIONS AT ALL BUILDING AND PROPERTY LINES. LAUNDRY EXHAUST FANS AT 100 CFM. USE A PIN -TYPE MOISTURE METER TO VERIFY MOISTURE CONTENT IN WOOD FRAMING, FLOOR
compensation to CarlJ.Colson - Architect PLLC.
Copyright Carl J. Colson - PLLC, 2020.All rights reserved. cO
Project Number
A-1,02
General Notes
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
AND DEHUMIDIFIERS TO THOROUGHLY DRY THE WOOD FRAMING AND SHEATHING PRIOR TO ANY
INSTALLATION OF INSULATION OR DRYWALL. THIS SHOULD BE DONE TO AtE#4 N41M'ZE ,-.NRvaAew
MOISTURE DAMAGE TO INTERIOR OF WOOD FRAMING SURFACES OR SHEATHIN a. 1
Sheet Issue Date
04/17/13
Drawn B
Authors
1www.CarlColsonArchited.com
04/22/2020 12:26:57 PM
Scale
12" = 1'-0"
Sheet Plot Date 4/7/2020 12:45:28 PM
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BUILDER NOTE:
ALL BASEMENT WATERPROOFING
MATERIALS, TECHNIQUES, DRAIN
INSTALLATION, AND SUMP PIT /
SUMP PUMP TYPES AND
INSTALLATION LOCATIONS SHALL
BE SELECTED BY BUILDER AND HIS
WATERPROOFING
SUBCONTRACTOR / CONSULTANT.
THIS INCLUDES DRAINS FOR THE
EXTERIOR WINDOW WELL AT THE
BASEMENT. ALL DRAINAGE ITEMS
TO BE COORDINATED WITH CIVIL
ENGINEERING DRAINAGE UTILITY
DRAWINGS.
ALL PUMPS SHALL BE CONNECTED
TO EMERGENCY GENERATOR IN
EVENT OF POWER FAILURE. —
CRAWL SPACE VENTS
ALL FOUND. VENTS ARE CAST N
INTO CONC. WALL AND SHALL o
HAVE CRAWL SPACE VENT T
WELL IN LANDSCAPING. TOP "'
OF FOUNDATION VENTS SHALL
NIV
BE A MINIMUM OF 2" BELOW o
BOTTOM OF FLOOR JOISTS.
BUILDER TO COORDINATE TOP
OF FOUNDATION VENTS w/
r TOP OF FINISH GRADE (TYP)
0
r
0
v
PERFOATED DRAIN PIPE @
EXTERIOR FOOTINGS (TYP).
COORDINATE w/ CIVIL
DRAWINGS & SEE NOTE @ LEFT
�i
5'-611
4'-011
d .
3'-611
17'-6"
8'-91/2" 8'-81/211
FOUND.VENT
SLOPE
FOUND. /
VENT
SLOPE
7
II
STEPPED FOUNDATION WALL. I
NZ
SEE WEST ELEVATION DRAWING
co&STRUCTURAL DRAWINGS Vent
I w C
o II
0
-----------------
3'-0'1 31_0"
91.011 L — — 10"
9'-011 3� 16'-011 8'-211
8' - 611 71 - 611 41.111 -1
FOUND. VENT
-L—
SEE LEVEL 1 FLOOR PLAN FOR 9 -
LOCATION OF PORCH COLUMNS ABOV FOUND. VENT 8' 71/2"
REFER TO STRUCTURAL DRAWIN
FOR SIZE & FOOTINGS
SLOPE - SLOPE
LF
BUILDER NOTE: FLOOR JOISTS DO NOT SIT ON III
EXTERIOR FOUNDATION WALLS (TYPICAL) - THEY ARE
HUNG FROM THE SIDE OF WALL w/ JOIST HANGERS.
(� Space REFER TO STRUCTURAL DRAWINGS
Slab DASHED LINES INDICATE LINE OF WALLS ABOVE @ III
LEVEL 1 (TYP)
CRAWL SPACE
1 ACCESS HATCH
_JI
— 4�4,
I
1 L �J
STEP WALL @ THIS AREA. SEE 2 x 6 FURRING WALL w/
STRUCTURAL DRAWINGS &BUILDING LJ R 21 INSULATION (TYP)
. I SECTION Unfinished PLUS R-5 THERMAL I
L
l ao
I o I L
EGRESS LADDER TO GRADE Basement INSULATION BREAK I
�_ _ _ _ �J � L
°
@ RECESSED WINDOW WELL Storage 469 s.f. BETWEEN SLAB & WALL
INCREASE OPENING IN CONC. WALL I L - INTERIOR FOOTING DRAIN
I DASHED LINES INDICATE LINE OF
- -
3-1/2" FOR DBL. 2 X 8 STUDS @ ALL — _ TO SUMP PIT / PUMP & I
I
11' 6" I WALLS ABOVE @ LEVEL 1 (TYP)
= I SIDES OF WINDOW TIGHTLINED TO
40
w I STORMWATER DRAINAGE I N
- WINDOW WELL w/ CONCRETE CONC. SLAB INSULATION SYSTEM. PER DRAINAGE I T
----- ------
d
WALLS & FOOTINGS. TOP OF
2'-0" WIDE R-10 RIGID
CONSULTANT DIRECTIONS
WALLS TO BE 6" ABOVE FINISH
INSULATION BELOW SLAB @
GRADE
PERIMETER WALLS OF
o I
BASEMENT w. R-5 THERMAL
1/2" GYP BD @ U
STEP WALL @ THIS AREA. SEE
BREAK BETWEEN CONC. SLAB
EACH SIDE OF
AND CONCRETE FOUNDATION
STAIRWELL ONLY
M
�------
STRUCTURAL DRAWINGS &
BUILDING SECTION
WALLS (TYP)
—
--------1+-------
a
I
10'-011 01
/ 25'-8"
LL
STEPPED FOUNDATION WALL (wl2'
LINE INDICATES PERFOATED DRAIN
VERTICAL STEPS). SEE NORTH &
PIPE @ PERIMETER OF BASEMENT
WEST ELEVATION DRAWING &-
WALLS TO TIE INTO SUMP DRAIN @
STRUCTURAL DRAWINGSI F-
BOTTOM OF WINDOW WELL.
COORDINATE w/ CIVIL DRAWINGS &
SEE NOTE @ UPPER LEFT
L- - -- I
�I
w
O
U)
SLOPE
FOUND.VENT
10'-011
6'-611
0
v
SLOPE I SLOPE
n
----------- 71
PARTIAL HEIGHT FOUNDATION WALL w/ KNEE
WALL. SEE BUILDING SECTION ON SHEET A-4.1
(TYP @ PERIMETER OF BASEMENT SPACE)
Vented Crawl Space
w/ Conc. Rat Slab
w
a-
0
U)
T
n I V
17' - 81/2"
Z '10 01
I
FOUND.VENT o 1
LINE OF PATIO SLAB ABOVE
SEE LEVEL 1 FLOOR PLAN FOR
LOCATION OF PORCH COLUMNS
ABOVE.
REFER TO STRUCTURAL
DRAWINGS FOR SIZE & FOOTINGS 1 25 - 0"
1 LJ LJ I 83- 0"
North
1
Basement Plan
P
I
IL
II
u
00
14'-011 9'-1011
d
21/2"
I
CRACK CONTROL JOINT
I
-
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I
10
Io
IJ
IJ
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I U
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-
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18' -1 3/4"
1
2' 10 3/4"
1'- 8"
CRACK CONTROL JOINT
d;.
a
1
I
1
T
1_8
I
I
1
Garage Slab -on -Grade
I
LOCATION OF COLUMNS
Above This Area
I
I
ABOVE @GARAGE
—n I
I
1
-
I
18' -1 3/4"
I
1
2' -10 3/4"
1' - 8"
I
I
CRACK CONTROL JOINT
--I-1-------------
a
BUCKOUT IN TOP OF WALL FOR
HVAC DUCTWORK. COORDINATE
SIZE w/ HVAC CONTRACTOR
CONCRETE CRACK CONTROL JOINTS
1 z
I Z
I
d 1
ADD CONCRETE CRACK CONTROL JOINTS IN
I o
o
SLAB AT GARAGE SLAB (SEE FOUNATION
I J
1
PLAN) AND DRIVEWAY. CONTRACTOR SHALL
I z
I z
TOOL JOINT. INSTALL CONCRETE CONTROL
I o
D
I CC>
JOINTS (120 S.F. MAX.) PRIOR TO FRAMING
cY�
I
WALLS. THESE JOINTS ARE TO BE INSTALLED
"
U
TO MINIMIZE CRACKING OF CONCRETE SLABS.
I
SLOPE
I I
FOUND.VENT -7 8'- 71/2" 8" 21/2"
/ 2' _ OBI 61
FOUND. VENT L IL
M I
CONTRACTOR NOTE:
THIS DRAWING IS NOT THE ONLY FOUNDATION PLAN. THIS PLAN WAS
DONE TO SHOW DIMENSIONS FOR LAYOUT OF FOUNDATION PLAN.
THIS DRAWING DOES NOT SHOW LEVEL 1 FLOOR FRAMING, BEAM
SUPPORT POSTS OR FOOTINGS.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
CRAWL SPACE VENTING CALCULATIONS
REFER TO BUILDING ELEVATIONS FOR LOCATION OF CRAWL SPACE VENTS. VENTS
SHALL BE 8" X 16". VENTS TO BE INSTALLED IN CONCRETE FOUNDATION WALL AND
SHALL HAVE GALVANIZED STEEL VENT WELLS INSTALLED IN FINISH GRADE / TOPSOIL.
HEATED LIVING AREA @ LEVEL 1 (OVER CRAWL SPACE) 1842 S.F.
1 S.F. OF VENT AREA PER 300 S.F. OF FLOOR AREA (1842 DIV. BY 300) = 6.14S.F.
VENT SIZE 8"A6" (.75 S.F. FREE AREA PER VENT)
NUMBER OF VENTS REQUIRED (6.14DIVIDED BY .75) = 9 VENTS MINIMUM
(SEE EXTERIOR ELEVATION SHEETS & SCHEMATIC FOUNDATION PLAN FOR LOCATION
OF CRAWL SPACE VENTS)
Crawl Space Vent Calculations
22 12" = 1,-0"
STAMPED CONCRETE @
ENTRY PORCH & REAR PATIO IT
I v
IT
N N
r I
cv I o
I°
of -
° a d"
d
Foundation Walls
C / 0
HEATED LIVING SPACE
I I
CRACK CONTROL JOINT
1
I
I
LINE OF CONCRETE SLAB ABOVE
1 -
I
to Cr
to
IY a
I¢
Cr
I" =
4
14'-011 9'-1011
BUILDER NOTE: REFER TO STRUCTURAL DRAWINGS
FOR ALL FOUNDATION WALL CONNECTIONS,
REINFORCING, ANCHOR BOLTS, SEISIMIC CONNECTIONS
AT ALL FOUNDATION WALLS (TYP)
RIPPED PRESSURE TREATED ANCHOR PLATE
TO EXTEND FULL WIDTH OF FOUNDATION
WALL. BRUSH PRESERVATIVE SEALANT ON
SIDES AND ENDS OF CUT ANCHOR PLATE
LEVEL 1 : ELEV. 0'- 0"
TOP OF PLYWOOD
TOP OF CONIC. WALL:
ELEV. (-) 0'-2 1/4" T4�
INSTALL WEATHER RESISTIVE BARRIER
BETWEEN JOIST HANGER AND
FOUNDATION WALL PRIOR TO HANGING
JOISTS X X )
JOIST HANGERS HUNG FROM
ANCHOR PLATE PER STRUCT. DWGS.
CONC. FOUNDATION WALL PER
STRUCTURAL DRAWINGS
CRAWL SPACE
0
r
T
0
0
0412212F� Review
04/22/2020 1226:58 PM
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwcarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Pro-ject Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Foundation Plan
For Dimension
Lavout
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
'Issued For Permit: April 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved. O
Project Number
Sheet Issue Date
-201
07/03/18
Drawn By
Author Foundation Plan For Dimension Layout
Scale
As indicated Sheet Plot Date 4/7/2020 12:46:26 PM
www.CarIColsonArchitect.com
25' FRONT SETBACK
10' SIDE SETBACK
T
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IC
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0
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o i
co
BUILDING 1
SECTION A-4.1 Entry Walk
(Flagstone by Owner)
1*
33 6 x 6 PRESSURE TREATED SUPPORT POST W/ GALV. SIMPSON POST BASE (WRAPPED PER DETAIL ON
_'' SHEET A-4.2) IN CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR ALL COLUMN / PORCH SLAB 25' Front OWNER CONSTRUCTED FLAGSTONE PATH WITH
28I ATTACHMENT HARDWARE AND CONCRETE FOOTING SIZE AND REINFORCING (TYP) Setback SPACING FOR GRASS BETWEEN FLAGSTONES.
PRIMED AND PAINTED HARDIE PANEL AT FRONT PORCH CEILING
17'-6" 21 10 10" - 9'_0 - 10" 0" _'"- 9 16'-0" 8'-2" 14'-0"
� lk
y .. -
C -
6' - 5" 3' - 0" R.O. 51/2" 3' - 0" R.O. 4' 71/2" "- 9' - 0" - 5' - 3" 3' - 0" R.O. 51/2" 3' - 0" R.O. 4'- 31/2" 2' 9" Z - 6" R.O. 2' -11"F 3' - 9" 3' - 0" R.O. 51/2" 3' - 0" R.O. 3'- 91/2" - iII
- -- - --I
I
II
-
Entry Porch T _ -
0 0 ( amped Concrete) F� - A- - - - • - - ' B" - B- C
GARAGE"WINDOWS HEAD HEIGHT -
FRAMER NOTE: ROUGH OPENING FOR THE FRONT DOOR WITH SIDELIGHTS-- - - - • - I
d- NO STEPS @ ENTRY . C 1 I - -,, INSTALL.GARAGE WINDOWS, HEAD -
ANDTRANSOM IS: 69" WIDE X 97" HIGH. COORDINATE w/ SIMPSON DOORS - - - - = -
E,� DOOR TO HOUSE ?, - - - - LINE OF - HEIGHT@T-U' ABOVE LEVELi"FINISH
WALL AB VE - 'FLOR TYP ARA" E ,-,-Master -
Master Bedroom 4 6 41- 611 PAIR 2668 S 0 00 ( @ G I- , - ; - , I _' -
(Carpet)
DOOR & WINDOWS INFORMATION
REFER TO SHEET A-5.1 FOR ALL DOOR & WINDOW TYPES & SIZES (TYP
ALL ROOMS)
DETECTORS & ELECT. SWITCHES / OUTLETS
REFER TO SHEET A-2.4 FOR ALL SMOKE & CARBON MONOXIDE DETECT
ELECTRICAL FIXTURES, EXHAUST FAN, AND SWITCHES (TYP @ ALL RO
11'-3" 5'-91
L.
OMS)
N
Bedroom #2 / Office r
Laundry
r
�
.,
_ ";.
LINE OF.WALLS ABOVE - {
�� - " "
I �-
- , - ; - - ' .
•
-
3068
�,
-
Car et T
( (Carpet)
- -
8 4 x 15 0
=
,
� GARAGE GYPSUM BOARD @ WALLS ' " C _I • _ , I •
. - - -
S1
S1 r
OT
ALL GYPSUM BOARD WALLS & CEILING IN ` - , .
-,
@
S AFETY
-
BUILDER MECHANICAL SUBCONTRACTOR
/Tile
i
-
-
G ARAGE SHALL BE TAPED FLOATED AND
' _
GLASS
,
TO COORDINATE DRYER VENT LOCATION AT
I
PAINTED PER COLOR SELECTION BY OWNER r
i rn
'_,
_
2868
;
BUILDING EXTERIOR w/ OWNER
26
A
FURNACE FOR UPPER F,LOOR.- , - • ' , l•i I: N
I
'' -
ORS,
TRANSOM PANEL
ABOVE7
22" x 42" ATTIC ACCESS HATCH. COLOD.
RETURN
� ,
- COORDINATE LOCATION w/-OWNER . - j
,I ' "
I
- `, , ,
DOOR & SIDELIGHT
LOCATION W/ OWNER
=
W
I
AIR
- 0"
-
- - 4 I _. , , I l
DRYER VENT - - ; I I "
,
/2"
9' 51/2"
2' 6"
2' 11 1/2" 6' 2�, LI o
3�1-2'
9' -11�
,
- ; .
_ _
"
BUILDER / MECHANICAL SUBCONTRACTOR - - I I ' ' 16' 1 3/4'
3' 6 3/4" 1'
8" ,
N N Entr � 27 'TO COORDINATE DRYER VENT LOCATION"AT� I I , , l
a, BUILDING EXTERIOR w/ OWNER'' M ao CRAWL SPACE - " -
Vestibule 31 '�- jD I FURNACE E
"' 30 ACCESS HATCH w
- BEAM ABOVE. REF STRUCT. �-" - =
-�
1 6 owder - - 2868 = F DRAWINGS
�, 8 3' 6" 1' 4" (Wood) (�(� I17I , 7 - , _ - - - .-
M I - N (W j ` ` - - J _ _ _ _ _ ,
12 2' -0` DOOR BETWEEN GARAGE AND " , ,
TILE @TUB DECK TO 9 3268 Stora - I J - -
`r' ,� - DWELLING SHALL,, ,, -3/8" S'OLID CORE - •- '� �- -
32 - 14 DROPPED FURR �� 12
EXTEND INTO SHOWER N O (Car t) 2668 co L - J W/CLOSER &WEATHERSTRIPPING • - _
AS SHOWN. T T = DOWN w/ BOTTOM 3068 I - - - 16 I I
COORDINATE wl OWNER / \'� 13 8' 0" ABOVE FLOOR 2668 Vp'f�ICle Imp pact-
GN . , -Car Garag6 ,p�otecti•on. 130�. .1 .
SEE BASEMENT PLAN : Master 3268 PROVIDE BLOCKING I FRAMER & TRIM CARPENTER NOTE: SEE Hallway = r , I 11
11
IN THIS WALL FOR STAIR INFORMATION ON SHEET A 4.1 . Mudroom r 3068 , - o -(Concrete) - , ,
FOR BASEMENT EGRESS Bath I (Wood) -�'",
STAIR HANDRAIL TAIRWELLTREAD RI ER RAILIN '
o S S, S S, & G I Tile T -• I --WINDOW WELL BELOW - ( )SLOPE:1,/4'PER FT:. �, J@ THIS AREA = O Tile w/ I NEWEL POSTS SELECTION BY OWNER- _ I _, • ,- T _ _
9' -1 " 51 /2' 10' 5" 3' 9" 9' 1 "
NQ STEP$ @,GARAGE DOOR TO HOUSE I ,'
"' N Radiant N11 I
zo r - G
�, 8' -10" 6 ,�, 4"REINFORCED CONCRETE.SLAB wI , I l i
"' - eating) - - -7--� - VAPOR BARRIER OVER GRAVEL OVER
10' - 0" T D 4' 4" r I I� i 1 i BENCH W/ COAT HOOKS - COMPACTED BEARING SOIL,(TYP) � I -I 1. ��
51/2 15 Master 22
- I I St it r 8
u, - , BOLD DASHED LINEINDICATEIS EXTENT'- ' , j, • ,_3 - 6 3/4 1
11
1' 01/ " 61/2" 1' 61/2" C' 5 5" Closet �' CASED OPENING Dpl I $ o Dn 5 _ I OF FIRE SEPARATION, BETWEEN GARAGE I • ' `
- N i (w/ TRIM & I Ii i M 1 2i�68 , -�0, • AND"LIVING AREAS T
-11
R.O. R.O. 42" HIGH WALL ! (Carpet) TRANSOM PANEL) - --L_- L Pantry _
o 2068 M @THIS AREA o �, _ - -
E Wood - - '
FIRE LACE VEN I � _ ( ) - -
_ r
rIC5 M o -- M-------- REF. r � o BEAM ABOVE, SEE STRUCT. DRAWINGS' - ' -I-'
I F-- - - - 3' -0" Min. 30 N EQ EQ r S4----------------- � 1/2" GYP. BD @ WALLS & - I - -I 't, -
FIXE INDOW `-- �, 1 1 2 3 2668 CEILING OF STAIRWELL `o I RETURN BUILDER NOTE: INSTALL R_-3,8 BATT �F-
SHLV. SHELVES 4 0 TO BASEMENT AIR INSULATION,@ FLOOR AREA ABOVI -1E GARAGE ,
i i o I - -, -18' -1 3/4" ;- i, , . ; 3' - 6 3/4",
-OD-3---,-
--N I I = 3 BOOK -SHELVES BY - � 23' - - ' I, •
SHELVES 0 --- - -11 I TOP OF TRIM @ CASED I I OD CABINET MANUF. FURNACE O° _ 20' 1 I • - 1' -8"
I = OPENINGS & INTERIOR _ - - - • { 1 ' _ - - - ,
3' 5" ���.`� 1 TRANSOM PANEL TO
VENT FIREPLACE A = I �o I ALIGN wl TOP OF TRIM @ WALL THREE STEEL�IPE 80LLARDS • .I }
IM ,
MIN. OF 24" BELOW �� PATIO TRANSOM PANEL 5 0 O� ENS r
W/ CAPS EMBEDDED 14 CONCRETE SLAB. { ,
M BUCK OUT IN TOP OF 11, rn '
o SOFFIT @THIS AREA VENTED GAS FIREPLACE. LINE SEE NOTE BELOW LEFT I B.B.LINE OF,WALLS ABOVE " •11
9" x 8' OVERHEAD
7- w FOUND. WALL FOR ,,,
I� FIREPLACE ENCLOSURE W/ 5/8 FOR LIVING ROOM ROOF I I I HVAC DUCTWORK. � I WTR. HT. I -T WALLw/2x4sFLAT - bo _-------- 600 LBS. - i J _J GARAGE DOORS
o TYPE X GYP. BOARD @ BEAM I TOP PLATE HEIGHT I o 29 o i i - - -� - W/ AUTOMATIC ,
M M = INTERIOR & EXTERIOR r - 1 COORDINATE SIZE wl I , -
1= 0 U" Great Room I I Dinin I I-------- � HVAC CONTRACTOR P, I, . ' I'I .OPENER (TYP). _
N - Kitchen - . , _ ; ' � = - - _ 1 " _ -- SEE DOOR
I� Game / Piano Room 11 Wood I (Wood) I I - ' " - _
( ) Wood 4 Gara eg Storm 2' 0 ` �CONCRETf CRACK CONTROLJOINTS - " SCHEDULE
Io rn 2" 10' 8" WIDE x 8' HIGH ( )
A (Wood) I FRAMER NOTE: ALL PLYWOOD SUBFLOOR IS TO BE ADD CONCRETE CRACKCONTROLJOINTS IN I - - ' - ` ,
= C _ III CASED OPENING (Vinyl Tlle) _
o CEILING SLOPE CEILING SLOPE ADHERED TO JOISTS W/ SUBFLOOR ADHESIVE AND N $LAB AT GARAGE SLAB (SEE FOUNATION L_
M ��I I TRANSOM PANEL = 2868 -, • PLAN) AND'DRIVEWAY.. CONTRACTOR SHALL -
11' WIDE x T HIGH SCREWS PER STRUCTURAL DRAWINGS (TYP)
o SEE NOTE BELOW LEFT FOR ABOVE DOOR TOOL JOINT. �INSTALLCONCRETE.CONT'ROL
CASED OPENING JOINTS (10 3:F.,MAX.) BRIORTO FRAMING
I En I LIVING ROOM ROOF BEAM / I = co 5' 0" 6' - 6" 3' � 6" `,
TOP PLATE HEIGHT 25 I PR. 3068 1 8' - 2" - ' WALLS.:THESE JOINTS ARE TO BE IN3TAL�ED 1
I=,1.
-- - --
-
r 5'-0" WIDE x 7' HIGH I I r _ •W i 6' 8 3/4" _ I =1._- `TO MINIMIZE CRACKING OF CONCRETE.SLABS. 9
M---------- ,COORDINATE N -
CASED OPENING SLOPED CEILING (Wl2 X 12's) `' �i �, �;; A OWNER
OA OA 2 PRIORTO"PLACING,CONCRETE SLABS•
TRIM CARPENTER NOTE: ALL @GREAT ROOM "' 1 'I -1 GAS &ELECTRIC METERS
CASED OPENINGS IN 2x6 DROPPED RIDGE - _ - • • -1 I -
I 2' 0" 3' - 0" R.O. 3' - 0" R.O. 1' - 61/ ' C BEAM ABOVE 9' 0" LOCATIONS W/ OWNER
AT THIS AREA.
WALLS SHALL BE TRIMMED W/ 16' 0" -
= „ PAINTED MDF CASING AT HEAD GAS CONNECTION - _ WorkShop' - o 0 51/2 I I 4' - 6" 10' 61/2" 1 2 6 R.O. 2 6 R.O. 4 6
AND JAMBS AS SELECTED BY FOR B.B.Q. I Fire Separation_ t be ' _ _ ; '
OWNER (TYPICAL) o NO STEPS @PATIO DOOR TO HOLE E 5112 per SeCtlOn. Tab9 `n 0 z 4'.COICRETE SLAB THICK).
I I . Z
A A � � 6 x 6 PRESSURE TREATED SUPPORT o "_ I , =' , OUTSIDE`OF. EACH, DOOR FRONT
d FRAMER NOTE: ROUGH OPENING FOR BACK DOOR " R302.6 or Sectio
WITH TWO 36" DOORS AND TRANSOMIS 75"WIDE rr I I o POST W/ GALV. SIMPSON POST BASE _. WORK'SHOP , - - ' -
3' 0112" 3' 0" R.O. 3' 0" R.O. 3' 0" R.O. o (WRAPPED PER DETAIL ON SHEET A-4.2) IN R302.5.1 - -,
BUILDER / FRAMER NOTE: COORDINATE X 97" HIGH. COORDINATE w/ SIMPS N DOORS r I " , - ' ' - ,
CONCRETE FOOTING. SEE STRUCTURAL
TOP OF BEAM HEIGHT &TOP PLATE 1/2" 51/2„ I PORCH CEILING o I T DRAWINGS FOR ALL COLUMN I PORCH I 11 C. _ C 2 -
HEIGHT AT LIVING ROOM WALLS SO THAT G, 1 C 1
9 24 PRIMED AND PAINTED HARDIE PANEL AT PATIO J SLAB ATTACHMENT HARDWARE AND
I� 10' SIDE THE ROOF OVERHANGS ABOVE THE - BBO -- \ C PORCH CEILING. I / CONCRETE FOOTING SIZE AND 4 3 2 6 51/2 2 6 4 3 f SETBACK LIVING ROOM AND ADJACENT ROOFS o I C Covered Patio (Stamped Conic. + 1I � " 1I I "
ALIGN AS SHOWN ON ROOF PLAN `o ' REINFORCING (TYP) 9 �'�
13' 9" 2' 3" 13' - 3" I 0"
25' REAR 10' - 0"
L� SETBACK
16'-0"
-o
23 -
9'-0" 16'-0" 8'-2" 14'-0" 9'-10"
--� - ----- to
,
-011 15'-6" 1 01 -
BUILDING SECTION 1 LEVEL 1 FLOOR PLAN North
rl
A-4.1 L 1 /4" = 1 '-0"
NOTES TO DRAWING
TOILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO 9.) LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR INFORMATION. 18.) CONCRETE CRACK CONTROL JOINT IN SLAB. CONTRACTOR SHALL BE M. WASHER & DRYER AND LAUNDRY SINK IN LAUNDRY ROOM. WASHER
ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE OR END SAWCUT. INSTALL CONCRETE CONTROL JOINTS SO THAT MAX AREA OF SHALL BE INSTALLED W/ FLOODSAVER DRAINLESS BASE PROTECTION PAN
WALL AND COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. 10.) MANUFACTURED GAS FIREPLACE (SELECTION BY OWNER). INSTALL PER SLAB WITHIN JOINT BOUNDARIES SHALL BE 120 S.F. MAX.. THESE JOINTS (WWW.FLOODSAVER.COM) AND AN ELECTRONIC WASHER FLOOD STOP
ALL APPLICABLE BUILDING AND SAFETY CODES. FIREPLACE MANTLE ARE TO BE INSTALLED TO MINIMIZE CRACKING OF CONCRETE SLABS. SYSTEM (SAFEHOMEPRODUCTS.COM). DO NOT USE FLOODSAVER PAN WITH
KITCHEN CABINETS AND COUNTER LAYOUTS BY OWNER SELECTED SELECTION AND INSTALLATION HEIGHT TO BE BY OWNER. FIREPLACE TO BE COORDINATE LOCATION W/ OWNER PRIOR TO CUTTING JOINTS DRAIN OR RIDGES. COORDINATE PLUMBING AND VENTING REQUIREMENTS
KITCHEN DESIGNER. KITCHEN PLAN SHOWN IS SCHEMATIC ONLY. OWNER VENTED THRU METAL FLUE THROUGH REAR EXTERIOR WALL.. INSTALL 5/8" WITH MANUFACTURER. DO NOT VENT LAUNDRY VENT OR DRYER VENT
TO SELECT KITCHEN CABINETS STYLE, LAYOUT, APPLIANCES, PLUMBING TYPE "X" G.W.B. AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. 19.) LOCATION OF ELECTRIC METER / PANEL AND GAS METER. INSTALL PER THRU FRONT WALL OF RESIDENCE.
FIXTURES, AND COUNTERTOP MATERIALS INSTALL DIRECT VENT MANUFACTURED GAS FIREPLACE IN ACCORDANCE W/ SAFETY CODES AND REQUIREMENTS OF EACH UTILITY. COORDINATE
MANUFACTURER'S SPECIFICATIONS AND STATE CODES METER LOCATIONS W/ OWNER. 27. DRYER TO VENT DIRECTLY TO OUTSIDE WITH A MAXIMUM VENT
LINE OF UPPER CABINETS ABOVE. LENGTH OF 25' AND A MAXIMUM OF TWO 90 DEGREE ELBOWS.
11. BUILT-IN SHELVES ADJACENT TO FIREPLACE. COORDINATE TYPE OF 20.) SEE NOTES ON THIS SHEET FOR SEPARATION REQUIREMENTS CONTRACTOR SHALL INSTALL RECESSED METAL DRYERBOX MODEL 4D / 22
REFRIGERATOR W/ SIDE PANEL BY CABINET MANUFACTURER. SHELVES, NUMBER AND HEIGHTS OF SHELVES WITH OWNER BETWEEN GARAGE / LIVING SPACE / ATTIC SPACE GAUGE ALUMINIZED STEEL AT ROUGH -IN. VENT PIPE GOES UP AND EXITS
AT SIDEWALL OF HOUSE. DRYERBOX MODEL 4D DB-4D I NEW
4.) GAS RANGE / COOKTOP (SELECTION BY OWNER) W/ 8" DIA. RIGID METAL / 12• TILE FLOORING AT BATH AND LAUNDRY ROOM. SELECTION BY OWNER. 222222 ) PORCH ROOF SUPPORT COLUMNS W/ WOOD WRAP - SEE COLUMN CONSTRUCTION 2X6 WALLS - VENTING UP. BUILDER TO COORDINATE
ALUMINUM EXHAUST VENT UP AND TO EXIT THRU ROOF ABOVE GARAGE DETAIL ON SHEET A-3.1 EXTERIOR VENT LOCATION w/ OWNER PRIOR TO INSTALLATION
STORAGE AREA. COORDINATE SELECTION &INSTALLATION W/ OWNER AND 13� QUARTZ COUNTERTOP & BACKSPLASH W/ UNDERMOUNT SINK W/
KITCHEN DESIGNER. COORDINATE EXHAUST VENT LOCATION OWNER. MIRROR ABOVE AND WOOD CABINET BELOW AT ALL BATHROOMS (TYP). 22. 34" HIGH WOOD RAILING (SEE GUARDRAIL NOTES ON SHEET A-4.1) AT ZU LINE OF PORCH ROOF SUPPORT BEAM ABOVE SEE STRUCTURAL
SINK, COUNTERTOP, CABINETS, MIRROR, AND PLUMBING FIXTURES STAIRS TO UPPER LEVEL. SELECTION OF HANDRAIL BY OWNER. DRAWINGS
ADJUSTABLE SHELVING IN PANTRY - HEIGHT, WIDTH, MATERIAL AND SELECTION BY OWNER.
NUMBER OF SHELVES TO BE SELECTED BY OWNER. 223� CONCRETE WALKWAY/ DRIVEWAY/GARAGE SLAB: (4" CONCRETE M. WOOD BUTCHER BLOCK BY OWNER
14.) TILE SHOWER w/ TILED SEAT AS SHOWN. TILE SELECTION BY OWNER. SLAB OVER COMPACTED GRAVEL BASE) W/ EXPANSION & CRACK CONTROL
ALL STAIR GUARDRAILS AND POSTS SHALL BE SELECTED BY OWNER JOINTS. 30.) PROVIDE BLOCKING IN ALL BATHROOMS FOR TOWEL BARS & TOILET
15. SOAKING TUB IN DECK (DECK MATERIAL & TUB -SELECTION BY OWNER.) PAPER HOLDERS.
KITCHEN ISLAND W/ CABINETS BELOW & SPACE FOR SEATING AS 22222 . PORCH & PATIO CONSTRUCTION: ENTRY PORCH & REAR PATIO SHALL
SHOWN. CABINET EXTENSION LEGS AS SHOWN. WELDED STEEL PLATES TO 16.) 3" DIAMETER STEEL BOLLARDS W/ CAPS (CAST -IN -SLAB) TO PROTECT BE POURED -IN -PLACE CONCRETE w/ OWNER APPROVED FINISH TEXTURE. 31.) ATTIC HATCH ACCESS PANEL: 3/4" x 22" x 42" (FITS INTO A 221/2" X 421/2"
SUPPORT COUNTERTOP. COORDINATE THIS DETAIL w/ CABINET SUPPLIER GARAGE WALLS FROM AUTO DAMAGE. ROUGH OPENING) W/ 5 LAYERS OF RIGID R-10 INSULATION ADHERED TO
25.) TRIM CARPENTER NOTE: ALL CASED OPENINGS IN 2x6 WALLS SHALL PANEL @ ATTIC SIDE. TRIM OPENING W/ PTD. 1 x 4 TRIM BOARDS
CARPETED STAIRS W/ PAINTED OR STAINED WOOD STAIR GUARDRAILS 17• HIGH EFFICIENCY GAS FURNACE AND WATER HEATER IN ENCLOSED BE TRIMMED W/ PAINTED MDF CASING & TRIM AT HEAD AND JAMBS AS
AND HANDRAILS. REFER TO STAIR NOTES ON SHEET A-4.1 FOR ROOM. COORDINATE LOCATION OF HEATER W/ OWNER. VENT FURNACE & SELECTED BY OWNER (TYPICAL) 32.) PROVIDE 2 x 8 BLOCKING IN SHOWER FRAMING WALLS FOR FUTURE
INFORMATION. STAIR MATERIAL SELECTION BY OWNER WATER HEATER TO EXTERIOR THROUGH MANUFACTURE APPROVED VENT GRAB -BAR INSTALLATION
PIPE. COORDINATE VENT PIPE LOCATION W/ OWNER.
33.) COMPACTED GRAVEL ENTRY WALK. FUTURE FLAGSTONE ENTRY
WALK TO BE BUILT BY OWNER
/
BINDER / VEILLEUX RESIDENCE
BUILDING AREA CALCULATIONS
075
LEVEL 1 FLOOR AREA (HEATED)
2,174 S.F.
25' FRONT SETBACK
LEVEL 2 FLOOR AREA (HEATED)
1,466 S.F.
BASEMENT AREA (HEATED)
469 S.F.
10' SIDE SETBACK
TOTAL FLOOR AREA (HEATED)
4,109 S.F.
GARAGE AREA
882 S.F.
GARAGE STORAGE
76 S.F.
C�
GARAGE WORK SHOP
140 S.F.
�r
ENTRY PORCH
73 S.F.
REAR PATIO
176 S.F.
v`I I I
SITE AREA CALCULATIONS
LOT SIZE
12 S F
, •,
BUILDING FOOTPRINT 3,261 S.F.
`0
I- -.
LOT COVERAGE 27%
- . , ,
- STAMPE'DI
"_
-
C- NCR- k
IMPERVIOUS AREA CALCULATIONS
"BORDER. I��
°, , - ,
COVERED ROOF AREA 3896 S.F.
o '
COORDINATE
SIDEWALKS, PATIO, DRIVEWAY 871 S.F.
- I
"
w/,OWWNE .- '- -
-1
TOTAL IMPERVIOUS AREA 4767 S.F.
-
-
BINDER /VEILLEUX RESIDENCE FLOOR FINISH SCHEDULE
-
I-
(ALL MATERIALS & COLORS TO BE SELECTED BY OWNER)
-11
-�
LEVEL 1: ENTRY, HALL, LIVING; WOOD
-',I
-
I"
1"
LEVEL 1: KITCHEN, DINING, PANTRY, LIVING; WOOD
/
� " - :
LEVEL 1: MASTER BEDROOM & CLOSET CARPET
TRENCH.' - -I-
"I-,
LEVEL 1: BEDROOM, STORAGE: CARPET
DRAIN.IN.",• - -., -
LEVEL 1: LAUNDRY, ALL BATHROOMS: TILE
-
� DRIVEWA ' - . •
o
,
.1I'1-J,
ALONG
", '
STAIRS TO ALL LEVELS: CARPET
FRONT 0 1 , •
`O
.
GARAGES}
- `
LEVEL 2: ALL ROOMS EXCEPT BATHROOM: CARPET
.
J,
LEVEL 2: BATH TILE
00
.0
-
. Drivewa
WALL &CEILING FINISH SCHEDULE
.I
.,(ion rete,"
(ALL PAINT COLORS &SHEENS SELECTED BY OWNER.
=
. `
W/
�
KITCHEN AND BATHROOMS SHALL HAVE TILE
1
BACKSPLASH).
rn
11.
" : Stann�ed "
,,
I- ,
Conc ete
LEVEL 1: ALL ROOMS: GYP. BD: LEVEL 4 FINISH
00 S G S
- , ,
(NO ORANGE PEEL TEXTURE)
-
- -
@11 Bor er) -
LEVEL 2: ALL ROOMS: GYP. BD: LEVEL 4 FINISH
-
(NO ORANGE PEEL TEXTURE)
-
"i
GARAGE: GYP. BD: LEVEL 3 FINISH
IO
co
23
I
" ;� � , �
SHOWERS: AS SELECTED BY OWNER
- -
TUB / SHOWER: AS SELECTED BY OWNER
-
COUNTERTOPS
r
ALL COUNTERTOPS SHALL BE QUARTZ, EXCEPT FOR
1
-
-
LAUNDRY ROOM COUNTERS. COORDINATE THIS MATERIAL
o i
10' SIDE SETBACK
25REAR SETBACK
SELECTION WITH 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
Window Schedule (Verify all R.O. Dimensions w/ Manuf.)
WT
Qty.
Wild. I Ht.
�::Area
Type
Glazing
U-Value
Manuf.
Comments
A
13
3' - 0"
6' - 1"
237 SF
Double Hung w Grids at Top
Low E
0.28
0.28
Kolbe
Fir w/ Stained Finish / Level 1
B
11
3'- 0"
5' - 1"
168 SF
Double Hung w Grids at Top
Low E
Kolbe
Pine w/ Ptd. Finish / Level 2 &
Garage
C.1
3
2' - 6"
4' - 1"
31 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
C.2
9
2' - 6"
4' - 1"
92 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2, Garage,
Stor.
D
2
2' - 6"
4' - 9"
24 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
E
1
1; - 10"
4; - 1;;
7 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish/ Level 1
F
2
2 6
3 - 5
17 SF
Double Hung w Grids at Top
Horz Slider
Horz Slider
Fixed
Low E
Low E
Low E
Low E
0.28
0.28
0.28
0.28
Kolbe
Pine w/ Painted Finish / Level 2
G
1
5' - 0"
3' - 4 9/16"
17 SF
Kolbe
Pine w/ Painted Finish / Level 2
H
1
4' - 0"
2' - 8 9/16"
11 SF
Kolbe
Pine w/ Painted Finish / Level 2
1
2
1'- 6 1/2"
2'- 0 1/2"
6 SF
Kolbe
Fir w/ Stained Finish / Level 1
J
6
1'- 8 1/2"
1'- 4 1/2"
14 SF
Fixed
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
K
1
4'- 6 1/2"
3'- 6"
16 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Basement
S1
2
1'- 2"
6'- 8"
16 SF
Sidelights by Simpson
Low E
0.28 0419
0.28
0.28
Interior
n
By Si n to mat4 Entry door
S2
1
6' - 0"
1' - 2"
7 SF
Fixed
Low E
Si aYfnsMewim's
S3
1
6'- 0"
1' - 2"
7 SF
Fixed
Low E
Simpsorb4T/rz2�2nlay
Simpson
YS Tpq ( ftfy Dim's
Transom by Simpson / Verify Dim's
S4
1
6'- 0"
1' - 2"
7 SF
Fixed
Interior
Grand total 676 SF
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect.com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Level 1 Floor Plan
7543 REGISTERS
ARCHITECT
. -
CARL J. COLSON
S ATE OF WASHINGTO
'Issued For Permit : A ril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved. C
Project Number
Sheet Issue Date
03/28/13 A-202
Drawn By
Author Level 1 Floor Plan
Scale
As indicated Sheet Plot Date 4/7/2020 12:47:00 PM
www.CarIColsonArchitect.com
AIR BARRIER / AIR INFILTRATION NOTES
ALL AIR BARRIERS AND INSULATION INSTALLATIONS SHALL COMPLY WITH THE
2018 WASHINGTON STATE ENERGY CODE PER TABLE R402.4.1.1
AIR BARRIER: CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING
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.
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.
7) AIR BARRIER TO BE INSTALLED ON FIREPLACE WALLS - FIREPLACE TO HAVE
GASKETED DOORS.
8) OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOF,
WALLS, AND FLOORS
9) BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS
10) JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS
11) ALL OTHER OPENINGS IN THE BUILDING ENVELOPE
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 INSTALLED AT ANY EXPOSED EDGE OF
INSUL. RIM JOIST SHALL BE INSULATED & INCLUDE AIR BARRIER.
CEILING/ATTIC - AIR BARRIER @ DROPPED CEILING/SOFFIT SHALL BE ALIGNED W/
THE INSUL. AND ANY GAPS IN AIR BARRIER SEALED. ACCESS OPENINGS, DROP -
DOWN STAIR, ETC. INTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. BATT
INSUL. INSTALLED IN ATTIC ROOF ASSEMBLIES MAY BE COMPRESSED @ EXT. WALL
LINES TO ALLOW FOR REQ'D ATTIC VENTILATION.
BATT INSULATION. SHALL BE CUT NEATLY TO FIT AROUND WIRING & PLUMBING IN
EXT. WALLS WITHOUT VOIDS/GAPS. AIR BARRIER SHALL EXTEND BEHIND
ELECTRICAL/COMMUNICATION BOXES OR INSTALL AIR SEALED BOXES.
EXTERIOR WALLS ADJACENT TO TUBS/SHOWERS TO BE INSULATED AND AIR
BARRIER SHALL SEPARATE THE INSULATED WALL FROM THE SHOWER/TUB.
TIPS FOR AIR SEALING THE BUILDING ENVELOPE Seal corner studs on exterior and interior walls
Caulk drywall to top and bottom plates — ..•x, Seal vents and fans at penetration
Seal oil penetrations
Vapor retarder —
(If appropriate. Check local code requirements.) y/ Seal windows and
doors into rough
openings
Lap exterior
sheathing
panels over
intersections
between
Rim Boards,
band joists and
plates and/or
seal at panel
joints and
around
edges.
Seal house
wrap or
building paper
to top and
I plate —
Seal
exterior
Penetrations
Caulk between Rim Boards,
band joists and plates
FRAME SIZE 3/8"
For
exterior
walls, seal
at top and
bottom
plates
and/or
extend
exterior
sheathing
over joints
between
framing
sections
Seal ductwork with mastic
Seal registers and HVAC penetrations
5 1/2" ROUGH OPENING 5 1/2"
ATTIC AREA ABOVE HEATED -
SPACE @ WEST END OF HOUSE
620 S.F. OVER TRUSSED
CEILINGS & 270 S.F. OVER
SINGLE RAFTER CEILINGS
NO BIRD BLOCK VENTING @
SHADED AREA IF
FIREPLACE EXHAUST VENT
IS WITHIN 18" OF SOFFIT
1
A-4.1 WRAPPED PORCH ROOF
SUPPORT BEAM BELOW
WALLS BELOW @ LEVEL 1
6' - 4"
- ----- - - - - - - - - - — - -71 1
2- 3" 2' - 6" r.o. 1'- 7" V - 7" 3' - 0" r.o. 51/2" 3' - 0" r.o. 1' 71/
I I I I I
I I I o I I
I I 1 1 I
-
I I I 1
F PROVIDE BLOCKING @
L 10 TOWEL BARS &TOILET
PAPER HOLDER.
L---------------- - - - COORDINATE
SHOWER: 36" x 48" LOW LOCATIONS W/ OWNER
THRESHOLD ACCESSIBLE N N (TYP @ALLCo
SHOWER PAN w/ TILE WALLS AND o N BATHROOMS)
GLASS DOOR & SIDE PANEL. T - Reading Nook
\\
COORDINATE w/ OWNER T
1 11' - 3" 1'- 8" 91.011 4' - 7" (Carpet)
51/2" 5 1/2
1' 51/2" 1' 81/2" 1' 81/2" 1' 8112" 1 _6 — — —
I I �
I 1 r.o. r.o. r.c
L L-- N O 0 i N Bathroom77
W
T HEAD HEIGHT Tile PAIR o m
N o� 2668
o Office /Bedroom #3 N
(Carpet) co
4-4 5'-5"
ATTIC HATCH ACCESS (22" x 42")
2868
@ THIS AREA
-- QUARTZ COUNTERTOP & BACKSPLASH w/
UNDERMOUNT SINK W/ MIRROR ABOVE AND WOOD N
N
FRAMER NOTE 1 WINDOW HEAD HEIGHT
CABINET BELOW AT ALL BATHROOMS (TYP). SINK,
ALL WINDOWS IN THIS ROOM TO HAVE A HEAD co
2868 COUNTERTOP, CABINETS, MIRROR, AND PLUMBING M
r
HEIGHT OF 7-0"
FIXTURES SELECTION BY OWNER.
o
2668
0
0
— OPEN TO BELOW —
M
-
M
DUCTWORK @ OPEN WEB FLOOR JOISTS
o
=
PRIOR TO ORDERING OPEN WEB FLOOR JOISTS,
o
;r,
= CONTRACTOR, OWNER, AND MECHANICAL SUBCONTRACTOR
N
SHALL MEET TO REVIEW HEATING & RETURN AIR DUCT
w
r
a
x LOCATIONS @ OPEN WEB FLOOR JOISTS (TYP)
o
as
_
UPPER ROOF ATTIC HATCH ACCESS (22" x 42") @
M
'_
B THIS AREA. VERIFY VERTICAL CLEARANCE BEFORE
INSTALLING HATCH @ THIS AREA
2868
G 7' HEAD HEIGHT
LINE OF WOOD HANDRAIL (36"
HIGH) AT WALL AT SIDE OF STAIRS.
7
FRAMER & TRIM CARPENTER NOTE: SEE STAIR
r
14' -10" 5' 10"
INFORMATION ON SHEET A-4.1 . STAIRWELL
TREADS, RISERS, & RAILING / NEWEL POSTS
ol I 1
I I01
7 7- 0"
6- 0" r.o.
8' - 8"
SELECTION BY OWNER
7' Head Ht.
4' - 4"
I
16' - 0"
1
I 1
Bonus Room
20' - 8"
I 1
-
LOWER ROOF ATTIC HATCH CD
(Carpet) r
ACCESS (22" x 42") @ THIS AREA
DOOR & WINDOW INFORMATION o
REFER TO SHEET A-5.1 FOR ALL DOOR & WINDOW
REFER TO ROOF PLAN FOR NOTES ON
TYPES & SIZES. ALL WINDOWS AT UPPER LEVEL
I
ROOF CONSTRUCTION & FLASHING (TYP) _
C 2 TO HAVE A HEAD HEIGHT OF T-0" (TYP)
N
N r
DETECTORS & ELECT. SWITCHES / OUTLETS
U')
REFER TO SHEET A-2.5 FOR ALL SMOKE & CARBON
MONOXIDE DETECTORS, ELECTRICAL FIXTURES,
I I
o
EXHAUST FAN, AND SWITCHES
T
VOC. FRAMER NOTE: ALL WINDOWS HEAD HEIGHT TO
I 1
BE T-0" @ UPPER LEVEL (TYP)
II I
I
o
B 0 0
L
Sloped Ceiling @ Family
-
r-
Room Below
I
I I I I
I I I I
I I I I
I I I I
0
0
r
ATTIC AREA (123 S.F.) ABOVE HEATED SPACE
OVER LAUNDRY ROOM & BEDROOM #2
-------------------------------
�� REFER TO ROOF PLAN FOR NOTES ON
-------------- ROOF CONSTRUCTION & FLASHING (TYP) - - - - - - - - - - - - - - - - - ---
51-011 -----�
5'-0" 9'-0" ---
I I
II" II _ II " CO
M 1 - 1/4 2'- 6 r.o. 51/ 6 r.o 1 - 9
SHELVES AT LINEN AND
STORAGE CLOSETS.
COORDINATE TYPE OF _
SHELVES, NUMBER AND
HEIGHTS OF SHELVES
WITH OWNER
I I
I I
I
o
CV I I
PAIR r
2668 o
8'-2" I I I
I I I
1' - 01 /2"
81/2"[, 81 /2" 81 /2" 2' - 31 /2" 11' - 3" 4' -10" 3' 4" li
51 /2"
I I
r.o. r.o. r.o. - --- J
Bedroom #4
T
0
(Carpet)
BUILDER NOTE: INSTALL R-38
BATT INSULATION @ FLOOR �
AREAS ABOVE GARAGE (TYP)
O
o
CV)
FRAMER NOTE I WINDOW HEAD HEIGHT
THESE WINDOWS TO HAVE A HEAD
HEIGHT OF 7-0"
2868
0 CV
Uper Hallway
r CD
Car et
N
�
�
36 HIGH RAILING
co
r
M
r
2868 0
1
(O
_
N
� N
O
Dn
CO
Bedroom #5
OB
O
Stairs
(Carpet)
2'
31/2"
3- 01 /2" 3- 0" r. o.
51 /2" 3- 0" r. o. 51 /2" 3- 0" r.o. 3. 01 /2"
1 Ile Ile
I1
of
16'. 0.
I I I I I
I I I I I
L-------------------- - - - - - - - - - - - - - - - - - - I
T _ _ _ � PATIO ROOF BELOW
L---------------------------------- 1
II I I I
1 III
I I I
lill III
III I I
I I III
I I I I
I I I i
Ili III
I WRAPPED PATIO ROOF �'
SUPPORT BEAM BELOW
i-------- _— -- ----_ --- _ ----_ ----_ J
� L--- ------ ---------------------------
LINE OF PORCH ROOF SUPPORT COLUMN
1 AND BEAM BELOW - SEE LEVEL 1 FLOOR
A-4.1 PLAN AND STRUCTURAL DRAWINGS
BINDER / VEILLEUX RESIDENCE
BUILDING AREA CALCULATIONS
TRIPLE STUDS w/ 1/2" PLYWOOD (TYP)
LEVEL 1 FLOOR AREA (HEATED)
2,174 S.F.
LEVEL 2 FLOOR AREA (HEATED)
1,466 S.F.
BASEMENT AREA (HEATED)
469 S.F.
TOTAL FLOOR AREA (HEATED)
4,109 S.F.
GARAGE AREA
882 S.F.
GARAGE STORAGE
76 S.F.
R
GARAGE WORK SHOP
140 S.F.
ENTRY PORCH
73 S.F.
�r
~_
REAR PATIO
176 S.F.
FRAME SIZE
ROUGH OPENING
Window Jamb Framina at Double & TriDle Window Groubinas
5 1/2"
01
BUILDER NOTE: THE WINDOW PROFILES & JAMB EXTENSIONS IN THESE DETAILS ARE
GENERIC AND MAY DIFFER FROM SELECTED WINDOWS. SEE SELECTED WINDOW
MANUFACTURERS INFORMATION FOR THEIR PROFILE AND JAMB EXTENSIONS
�Window Jamb Details @ Paired & Triple Windows
2 11 = i t_ �t
3 I 0
SITE AREA CALCULATIONS
LOT SIZE 12,075 S.F
BUILDING FOOTPRINT 3,261 S.F.
LOT COVERAGE 27%
IMPERVIOUS AREA CALCULATIONS
COVERED ROOF AREA 3896 S.F.
SIDEWALKS, PATIO, DRIVEWAY 871 S.F.
TOTAL IMPERVIOUS AREA 4767 S.F.
Wood
FRAMER NOTE: ALL PLYWOOD
11---�
SUBFLOOR IS TO BE ADHERED TO
a, PAIR JOISTS W/ SUBFLOOR ADHESIVE
4' -10" 5' - 0"
2668 AND SCREWS PER STRUCTURAL
O
L,
DRAWINGS (TYP)
I
I
I
B-VENT FROM WATER HEATER
I I
r
2' 1"
4'- 0" r.o.
2' 1" o BELOW IF TANK STILE WATER
o
HEATER IS USED
8' 2"
M
F
M
I I
�
I I
3' - 4" 2' - 6" r.o. 1' 2" C 2
I I
T 0" - 2' - 3" 6" r.o. 2' - 3"
I I
N
$2
7 - 01110
M
I I
N
-------------------- - - - -II
--- - - - - - - -
- - - - - -
I I I
- - - - - - - - - - - - - - - - - -
I
ZV
I I I
I
M
I I I
I I I
I
I
BIRD BLOCK EAVES
I I
BIRD BLOCKS AT ALL EAVES
I
I I I
I
WALLS BELOW @ LEVEL 1
FRAMER NOTE: DUE TO LOWER ROOF
SLOPE, IN ORDER TO AVOID CONFLICT
WITH ROOF AND WINDOWS AT THIS LEVEL,
I I 1 I
INSTALL WINDOWS WITH A T-0" HEAD L--------------------------------J
HEIGHT (TYP). L J
BUILDER NOTE: PRIOR TO ORDERING
WINDOWS FOR THIS LEVEL, VERIFY
WINDOW OPENING SIZES IN FRAMING (TYP)
Level 2 Floor Plan North
D1
Window Schedule (Verify all R.O. Dimensions w/ Manuf.)
WT Qty. Wid. Ht. Area Type Glazing U-Value Manuf. Comments
A
13
3'- 0"
6' - 1"
237 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
B
11
3' - 0"
5' - 1"
168 SF
Double Hung w Grids at Top
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2 &
Garage
Fir w/ Stained Finish / Level 1
C.1
3
2' - 6"
4' - 1"
31 SF
Low E
0.28
Kolbe
C.2
9
2' - 6"
4' - 1"
92 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2, Garage,
Stor.
D
2
2' - 6"
4' - 9"
24 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
Fir w/ Stained Finish/ Level 1
Pine w/ Painted Finish / Level 2
E
1
1' - 10"
4' - 1"
3'- 5"
7 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
F
2
2' - 6"
17 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
G
1
5' - 0"
3- 4 9/16"
17 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
H
1
4'- 0"
2'- 8 9/16"
11 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
1
2
1'- 6 1/2"
2'- 0 1/2"
6 SF
Fixed
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
J
K
S1
6
1'- 8 1/2"
1'- 4 1/2"
14 SF
Fixed
Low E
Low E
0.28
0.28
Kolbe
Kolbe
Pine w/ Painted Finish / Level 2
Pine w/ Painted Finish / Basement
1
2
4'- 6 1/2"
3'- 6"
16 SF
Horz Slider
Sidelights by Simpson
1' - 2"
6'- 8"
16 SF
Low E
0.28
Simpson
By Simpson to match Entry door
S2
1
6'- 0"
1' - 2"
7 SF Fixed Low E
0.28 04/
:0 n
Transo
r%D of i / erify Dim's
S3
1
6'- 0"
1'- 2"
7 SF Fixed Low E
0.28
Si so
r
nso
o ,r-")im's
S4 1 6'- 0" 1'- 2" 7 SF Fixed Interior Interior Simpsonohqk qiTM
.58 ` ,jfy Dim's
Grand total 676 SF
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Pro-ject Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Level 2 Floor Plan
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
'Issued For Permit: Anril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved.
Project Number
Sheet Issue Date
05/08/14 A-293
Drawn By
Author Level 2 Floor Plan
Scale
As indicated Sheet Plot Date 4/7/2020 12:47:23 PM
www.CarIColsonArchitect.com
ASPHALT COMPOSTION 1
iLL
I/-
ROOFING SHINGLES A-4.1 ROOF SUPPORT BEAMS DOWNSPOUTS SHOWN ARE
FOR LOWER
BELOW. SEE STRUCT. DWGS. ROOF. BUILDER TO LOCATE
5/4 x 4 CEDAR TRIM DOWNSPOUTS @ UPPER ROOF
TO
DRAIN TO LOWER ROOF (TYP)
2x8 CEDAR RAKE BOARD S DS
-- _-_ -____---------_ --�
DS DS DS
DS
SLOPE ROOF SLOPE -
ROf12
2x8 CEDAR FRIEZE BOARD AT WALL >1------------------�
ROOF SHINGLES
----------------------------------------- -� .5.5-in-12 �------------------------------------------------------
BEYOND RAKE BOARD r
DS ASPHALT COMPOSITION SHINGLES AS
-LU
IF
NOTE: ALL EXTERIOR TRIM SHALL BE 1 i i I w I r-----------------------L+------------------ I �
SELECTED BY OWNER
�---------------------- - �
Carl J. Colson -Architect
PRE-PRIMEDAT ALL SIDES PRIOR TO >------------------------------------------ N
LU
oo
--- ---------------------
ROOF FRAMING
INSTALLATION (TYPICAL AT ALL
r J C .n
LINE OF EXTERIOR WALLS PRE-ENGINEERED WOOD ROOF TRUSSES @ 24"
PLLC
LOCATIONS)
,,, F---------------J
BELOW (TYP) O.C. WITH OVERFRAMING AT INDICATED AREAS.
- o 1 w
ROOF TRUSS MANUFACTURER WILL PROVIDE
23623 20th Ave. W
2 X 10 FRIEZE BOARD AT WALL BEYOND. CO I "'
- ,,, ROOF TRUSS FRAMING PLAN (TYPICAL)
oL__________ __--_ --- o _J ----
SEE DETAIL ON SHEET A 4.1. o ,r, L _ CO N
-------------- 0
-- o
COORDINATE THIS DETAIL w/ OWNER I °C "' RIDGE VENT o . 1
1 % � RAISED HEEL & BLOCKING @ ROOF TRUSSES
Bothell WA 98021
ARCHITECT PRIOR TO INSTALLATION r _ _ _ _ _ _ _ _ _ _ _J
o 7" RAISED HEEL HEIGHT @ UPPER ROOF
11
MITER JOINT @ F
INTERSECTION OF 2 x 8 2 x 8 CEDAR FASCIA wl 2 X 10 FRIEZE 0
RIDGE VENT TRUSSES.
10 RAISED HEEL HEIGHT @ LOWER ROOF
425-806-3703
FASCIA & 2 x 10 ROOF RAKE BOARD AT WALL BEYOND. SEE DETAIL ON ; �, RIDGE VENT
SHEET A-4.1 0 INSTALL SHINGLE-
� TRUSSES.
wwwCarIColsonArchitect. com
o ,1, OVER RIDGE VENT FOR
o ALL UPPER LEVEL ROOF TRUSSES SHALL HAVE
PLUMBER I HVAC
ATTIC VENTILATION.
SCHEDULED SIDING CONTRACTOR
N BLOCKING BIRD BLOCK VENTS
1 _ T ( ) CUT FROM 2 x 10,
o W/ TOP EDGE TO MATCH ROOF
Q�
Commercial Residential
5/4 x 4 CORNER BOARD FASCIA SEE CALCULATIONS
FA
SLOPE SLOPE.
o
(X
NO VENTS ALLOWED @
(TYPp ALIGN FOR ATTIC I ROOF
BLOCKING TO BE SUPPLIED BY ROOF TRUSS
ENTRY ELEVATION, IF VENTING ON THIS
MANUFACTURER. SEE DETAIL ON SHEET A-4.1.
Architecture
CORNER BOARDS MIGHT NOT POSSIBLE TYP
(TYP) SHEET (TYP)
BE USED ON THIS PROJECT.--------------------7 LJ
Roo Rake Elevation
NO RAISED HEELS @ TRUSSES OVER LOW
SLOPED ROOF OVER PATIO @ REAR OF HOUSE
EAVE VENTS --- ROOF SLOPE I I u
2 COORDINATEw/OWNER L - - - ��� ROOF VENT JACK VJ�
BIRD BLOCK 5.5in12 LVJ
I LOWER ROOF @ THIS AREA L- ROOF VENT JACK@
" '-0
---J PLUMBING VENTS
Binder / Veilleux
1 = 1 EAVES, UNLESS NOTED -------------- -------------
OTHERWISE. SEE ROOF--- ------------- ------------------ J LOWER ROOF @ THIS AREA
�i '�' DO NOT INSTALL ANY PLUMBING VENTS TO ANY
VENT CALCULATIONS FOR DS
OF THESE ROOFS VISIBLE FROM STREET. ROUTE
MINIMUM NUMBER OF OF TRUSS MANFACTURER:
ALL PLUMBING VENTS IN ATTIC TO VENT THRU
DS
SCHEDULED ROOFING ESE ROOFS ARE DIFFERENT SLOPES.
BIRD BLOCK VENTS (TYP) I
I I I I REAR ROOF. NO EXCEPTIONS!
Residence
i I
F 7 JUST OVERHANGS OR RAISED HEEL
METAL DRIP EDGE 2 x 2 BETWEEN ROOF LVJ IGHTS SO THAT FASCIA WILL ALIGN
----- --
FLASHING LOOKOUTS --
/(D
o FALL PROTECTION
� N
Project Address
F_ - -- --- ROOF VENT JACK @ o
r CONTRACTOR SHALL INSTALL ROOF SAFETY
ANCHORS PER CODE IF REQUIRED
8912 192nd St. SW
U
(FASTENED
LOWER ROOF @ THIS AREA o --
o .
TO ROOF TRUSS/FRAMING FOR PROTECTION OF
h
SEE SHEET A-2.3 AND A-4.1 Cr L6 CO
WORKERS ON ROOF
Edmonds, WA 98026-6129
o RIDGE VENT
5l4 x 4 PRIMED & FOR NOTES ON ROOF ; �„
PAINTED CEDAR CONSTRUCTION & ROOF " _ z
NO BIRD BLOCK VENTING @ o
,,, ATTIC ACCESS HATCH / DOORS
RIDGE VENT
TRIM OVER 2A0 0 "' RIDGE VENT w w
SLOPES SHADED AREA IF °C `r'
CEDAR RAKE BOARD CD
o SEE LEVEL 2 FLOOR PLAN FOR LOCATION OF
J N 11
_
ATTIC SPACE FIREPLACE EXHAUST VENT INSTALL SHINGLE OVER RIDGE VENT o
� ATTIC ACCESS HATCH OR DOORS
oo
U-i�
PRIMED & PAINTED PLYWOOD ROOF IS WITHIN 18" OF SOFFIT FOR ATTIC VENTILATION. SEE cf' rLo
PRIMED & PAINTED CEDAR 2 x U_ o VALLEY FLASHING
SHEATHING @ OVERHANG CALCULATIONS FOR ATTIC / ROOF o -- N
°� ,r;
ROOF VENTING @ALL ROOFS
Project Client
10 FRIEZE BOARD w o L6 N METAL FLASHING OVER FLASHING
NOTE: ALL EXTERIOR TRIM SHALL BE PRE- EXTERIOR GRADE SEALANT / o VENTING ON THIS SHEET (TYP) Cr "' o
MEMBRANE @ALL ROOF VALLEYS (TYP)
DS ROOF IS TO BE VENTED WITH A COMBINATION OF
11
Deborah Binder & Gaetan Veilleux
M N o
PRIMED AT ALL SIDES PRIOR TO CAULKING
o . STICK -FRAMED ROOF (@ SHADED
ROOF RIDGE VENTS & BIRD BLOCK VENTS.
DISTRIBUTE BIRD BLOCK VENTS EVENLY AT
8816 207th Place SW,
INSTALLATION (TYPICAL AT ALL GABLE END ROOF TRUSS 0 AREA OVER LIVING ROOM BELOW.
LOCATIONS) ) ROOF TRUSS MANFACTURER:
J EXTERIOR WALLS OF ATTIC SPACE
Edmonds WA. 98026
I I I SEE NOTE @LOWER LEFT
I SCHEDULED SIDING
I i SEE ATTIC VENTING CALCULATIONS.
DS THESE ROOFS ARE
------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1
ROOF SLOPE ROOF SLOPE - DIFFERENT SLOPES. ROOF SLOPE
ROOF SLOPE - GUTTER GUARDS @ ALL GUTTERS
11 1 11
Sheet Title
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VJ 1 5.5 in 12 5.5 in 12 ADJUST OVERHANGS OR 5.5 in 12
Roof Rake Overhangat Gable Roof r RAISED HEEL HEIGHTS SO
5.5 in 12 ALL GUTTERS SHALL HAVE GUTTER GUARDS
INSTALLED:
BUILDER/FRAMER NOTE: II THAT FASCIA WILL ALIGN-------
C3)
GUTTER GUARD BYGUTTERGLOVE
Roof Plan
-
�� �� I I ROOF VENT JACK @ r ROOF VENT JACK @
1 = 1 - COORDINATE TOP OF BEAM SEE NOTE @LEFT LOWER ROOF @ - --
O LOWER ROOF @
I
B-VENT FROM WATER N
4 FT. STAINLESS STEEL 5 IN. MICRO MESH
HEATER BELOW IF TANK
HEIGHT & TOP PLATE I I
U
GUTTER GUARD (10 PACK) COVERS 40' OF
FOR LIVING ROOM THIS AREA VJ THIS AREA
1
o
STILE WATER HEATER IS
HEIGHT AT LIVING ROOM I I -
BEAM BELOW ,,, 1
' ,' j GUTTERS
USED RIDGE VENT
Lu WALLS SO THAT THE ROOF I
I C)CO
o OVERHANGS ABOVE THE I
w
L----------------
LIVING ROOM AND I OVER -FRAME @ oo ^ I I INSTALL ROOF KICK -OUT FASCIA L------------------
o -
a -
o
o� ADJACENT ROOFS ALIGN THIS AREA Cr T FLASHING WHERE ROOF TO ALIGN
Cr
N
11
AS SHOWN ON ROOF PLAN I I OVERHANG ABUTS A VERTICAL
0 11
WALL (TYP) - AT LOWER ROOF
I
-------- - - - - - -
1' 4"
o RIDGE VENT I I IN THIS AREA
II THIS LOW -SLOPE
7543
oJ ROOF WILL HAVE ICE THIS DWNUT
REGISTERS
WATER SHIELD
� L z LOWER ROOF ---
VALLEY FLASHING I I w----------------
I I > MEMBRANE BELOW � I
METAL FLASHING OVER w z r�----------------
-
-------------------------�
ARCHITECT
cs ASPHALT SHINGLES
FLASHING MEMBRANE @ o I
I o b DS 11
11 DS
Gam''`
ALL ROOF VALLEYS (TYP) I w
I Cr w
CARL J. COLSON
_ I I CD
ROOF SLOPE ROOF SLOPE o
ATE OF WASHINGTO
L - ---I L - - - - - - - - - - - - - - - - - ------------------J F
-------------- - --- --
--------- 5.5-in-12 5.5-in-12 f---L---------- �--------------------J
T
GUTTERS & DOWNSPOUTS
PREFINISHED ALUMINUM
(2 x 12's @ 24" O.C.) (2 x 12's @ 24" O.C.)
DS I ROOF SLOPE
I 5.5-in-12
ROOF SLOPE - GUTTERS AND DOWNSPOUTS
5.5-in-12 TIED TO DRAINAGE SYSTEM
Issued For Permit Aril 7, 2020
I o I 1
_- UPPER ROOF ATTIC AREA 11
11 GUTTER GUARDS
I I a 1542 S.F. OF ATTIC AREA
11 °C T
INSTALL GUTTER GUARDS
Document Set Tyl e:
J I
@ALL GUTTERS AT ALL
1 4
DOWNSPOUTS SHOWN ARE FOR DS LOWER ROOF ATTIC AREA
ROOFS. SEE NOTE @ RIGHT
Revision Schedule
LOWER ROOF. BUILDER TO LOCATE
I 1949 S.F. OF ATTIC AREA 11
11 OF ROOF PLAN
DOWNSPOUTS @UPPER ROOF TO
DRAIN TO LOWER ROOF (TYP) SEE NOTE ABOVE FOR PLATE HEIGHT ill ROOF TRUSS MANUFACTURER I DS L---------------
---------------J DS ROOF OVERHANGS
@ THESE WALLS @GREAT ROOM III NO RAISED HEEL TRUSSES @
ALL ROOF OVERHANGS (EAVES
Rev.
ROOF TRUSS MANUFACTURER &
I I THIS LOW SLOPED ROOF i
AND RAKES) ARE 16", UNLESS
#
Date
Description
FRAMER NOTE: l �/
NOTED OTHERWISE
THIS SHADED ROOF AREA ABOVE /
GREAT ROOM WILL BE FRAMED w/ 2 X 1
12 ROOF JOISTS. SEE LEVEL 1 FLOOR ------ - JI COVERED PORCH BELOW Roof Plan North
L___-____ -____- -____-
PLAN FOR NOTES AND SEE LIVING ____-____ __ _-___J
DS DS
ROOM REFLECTED CEILING PLAN ONJ)
SHEET A 4.2 ROOF SUPPORT BEAMS 19
1 /4 = 1 -O
BELOW. SEE STRUCT. DWGS.
1 ALIGN DOWNSPOUT W/ CENTER OF SEE FLOOR PLANS FOR
COLUMN @ PORCH BELOW (TYP @ COLUMN LOCATIONS (TYP)
A-4.1 DOWNSPOUTS @PORCHES)
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 ROOF EDGE DRIP FLASHING
THE FOLLOWING CALCULATIONS PROVIDE THE "MINIMUM" VENTING AS REQUIRED BY THE 2015 INTERNATIONAL RESIDENTIAL MINIMUM ROOF ATTIC VENT CALC'S @ LOWER ROOF
drawings as required by review of the Building Department in the
OraioEdge "`
���='°°
MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF ASSEMBLY AND ROOFING
INSTALL PAINTED METAL DRIP EDGE FLASHING AT BOTTOM & SIDE EDGES OF ROOF.
DETAILS IN ORDER TO ACHIEVE A WEATHERPROOF ROOFING ASSEMBLY.
CODE. THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE 1/300TH OF ROOF AREA IF 50% OF VENTS ARE AT EAVE AND 1) NEW ROOF AREA =1949 S.F. (VENT AREA REQUIRED: 1942 DIVIDED BY 300 = 6.5 S.F.)
jurisdiction where this project is located.
strip
50% OF VENTS ARE AT RIDGE AND IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. 2) DISTRIBUTION OF VENTS: 50% @ RIDGE = 3.25 S.F., 50% @ EAVES = 3.25 S.F.
DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS
DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP
':a ° ,. WeatherSeal Ilowel applied membrane
ROOFING MATERIALS ROOF GUTTER GUARDS
3) MINIMUM NUMBER OF VENTS
APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF
REFER TO BUILDING SECTIONS FOR ADDITIONAL ROOFING MATERIAL NOTES AND TYPES. ALL GUTTERS SHALL HAVE GUTTER GUARDS INSTALLED. GUTTER GUARD BY GUTTERGLOVE
ATTIC VENTING CALCULATIONS
RIDGE VENT (0.076 SO. FT PER LIN. FT): 42.8 LIN. FT. OF RIDGE VENT (3.25 S.F. OF VENT AREA)
(THE FOLLOWINC CALCULATIONS ARE FOR THE MINIMUM ALLOWABLE VENTS. SEE ROOF PLAN FOR LOCATION OF VENTS.
Step [lashing lapedandsealed
g
F
-
4 FT. STAINLESS STEEL 5 IN. MICRO -MESH GUTTER GUARD (10-PACK) - COVERS 40' OF GUTTERS
ROOF FRAMING
REFER TO STRUCTURAL FRAMING DRAWINGS AND ROOF TRUSS MANUFACTURER FRAMING ATTIC ACCESS HATCHES
BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 35BIRD BLOCKS (3.25 S.F. OF VENT
CONTRACTOR SHALL INSTALL VENTING TO MEET THE FOLLOWING MINIMUM REQUIREMENTS. ALL EAVE VENTING SHALL BE
AREA)
DISTRIBUTED EVENLY TO ASSURE PROPER AIR FLOW THROUGH ALL PORTIONS OF THE ATTIC AREA. BIRD BLOCK VENTS 4) MINIMUM VENT AREA REQUIRED: 6.5 S.F. OF VENT AREA
THE PERMIT REVIEW PROCESS.
Do not use this drawing for Bidding or Estimating Purposes unless
authorized by Client. During Construction Phase, the Clients General
�
Kick -out flashing
DRAWINGS FOR ROOF FRAMING INFORMATION. PROVIDE INSULATED ATTIC ACCESS HATCH AT LOCATIONS SHOWN ON UPPER LEVEL FLOOR PLAN.
SHALL BE EVENLY DISTRIBUTED AT FRONT AND REAR WALL OF BUILDING TO OBTAIN PROPER AIR FLOW IN ATTIC SPACE.
Contractor (Builder) or Developer shall be responsible for ensuring that all
ATTIC ACCESS HATCHES IN 1 HR. CEILING SHALL HAVE A 1 HR. FIRE RATING (IF 1 HR. CEILINGS ARE
INSTALL COR-A-VENT BELOW SHINGLE LINEAR VENTS WHERE ROOF OVERHANGS OR WALLS ARE LESS THAN 5TO
Construction Personnel of the General Contractor and all Subcontractors
Kick -out
taped and sealed
ROOFTOP PENETRATIONS SPECIFIED FOR THIS PROJECT)
ATTIC ACCESS HATCHES SHALL BE 22" x 30" MIN. SIZE AND SHALL HAVE 30" MINIMUM
NO PLUMBING VENT STACKS OR EXHAUST VENTS WILL BE ALLOWED ON FRONT PORTION OF ( )
BUILDING ROOF FACING THE STREET. ALL ROOFTOP PENETRATIONS, PIPES, VENT STACKS SHALL BE UNOBSTRUCTED HEADROOM IN ATTIC ABOVE THE OPENING.
PROPERTY LINE - USE SOLID EAVE BLOCKING IN THOSE AREAS).
NOTE THAT ROOF PLANS MAY SHOW RIDGE VENTS IN EXCESS OF THE REQUIRED MINIMUM SHOWN IN THE CALCULATIONS
BELOW.
are supplied with all Approved and most current documents.
ARCHITECTURAL COPYRIGHT
k'
`\ ..
FLASHED ACCORDING TO ACCEPTABLE INDUSTRY STANDARDS. RESPONSIBILITY FOR ALL ROOFTOP COORDINATE OPENING WITH ROOF FRAMING.
FLASHING DETAILS SHALL BE WITH GENERAL CONTRACTOR / ROOFING SUBCONTRACTOR. ATTIC & CRAWL SPACE HATCHES INSULATION REOMTS.
VENT TYPES
This sheet of drawings may not be reproduced in any form without prior
approval of Carl J. Colson - Architect PLLC.
ROOF ATTIC VENTING ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND
50% OF VENTS SHALL BE INSTALLED AT EAVES AND 50% OF VENTS SHALL BE INSTALLED AT ROOF RIDGE.
These document, the ideas, and designs incorporated herein as an
.:. �.
(SEE ATTIC VENTING CALCULATIONS FOR MIN. NUMBER OF VENTS) CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO
ATTIC VENTING SHALL BE ACCOMPLISHED WITH BIRDBLOCK EAVE VENTS, SHINGLE -OVER RIDGE VENTS, AND BELOW
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 THE INSULATION ON THE SURROUNDING SURFACES.
SHINGLE VENTS.
PLLC and are solely for the use on this project only. These files, drawings,
RIDGES SHALL HAVE "SHINGLE -OVER" ROOF RIDGE VENTS. ATTIC VENTILATION: NET FREE ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR
INSTALL BELOW -SHINGLE VENTS AT NORTH WALL OF GARAGE DUE TO PROXIMITY OF PROPERTY LINE. - USE
ideas, or designs may not be tramsmitted electronically without express
VENTILATING AREA SHALL NOT BE LESS THAN 1/150's OF THE AREA OF THE SPACE VENTILATED. A COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS
LOMANCO DA-4 AIR INTAKE VENT.
permission Architect. They are not be used the client or any other
VAPOR BARRIER (P.V.A. PAINT) WILL BE INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. A REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF
t part,
party or entity on other projects, in whole or part, or an extension to this
Shingles
9
MINIMUM OF 1"AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE
SHINGLE OVER RIDGE VENTS SHALL BE LOMANCO PRODUCT 10-OMNI RIDGE LOR94'. THIS PRODUCT IS SPECIFIED
project except by agreement in writing with appropriate financial
Wall sheathing
AT EAVE VENT LOCATIONS. WHEN THE ATTIC ACCESS IS OPENED AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING
PER HIGH WINDS AT PROJECT SITE. ( NO EXCEPTIONS ON THIS PRODUCT UNLESS APPROVED BY OWNER AND
THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION.
ROOF VALLEY FLASHING
ARCHITECT)
compensation to Carl J. Colson - Architect PLLC.
O
Copyright Carl J. Colson- PLLC, 2020. All rights reserved.
Roof Kick -out Flashing
INSTALL CONTINUOUS EXPOSED METAL FLASHING (DARK BRONZE COLOR) OVER CONTINUOUS 36"
WIDE "GRACE ICE & WATER SHIELD MEMBRANE" AT ALL ROOF VALLEYS BELOW ROOFING
0BIRD BLOCK VENTS ARE BASED ON (3) 2-1/2" DIAMETER HOLES PER VENT BLOCK (NFVA = .094 SO. FT. PER BLOCK)
• RIDGE VENT AREA SO. FT PER LIN FT)
Project Number
-
5)
(MIN.)
MEMBRANEAND SHINGLES.
(0.076
SHINGLE -OVER VENT (0.0625 SQ. FT. PER LIN. FT)
1 /4" = 1 '-0
ROOF GUTTERS / DOWNSPOUTS
A-204
Sheet Issue Date
INSTALL ALUMINUM GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN ON ROOF PLAN AND
BUILDING ELEVATIONS. PROVIDE BASKET STRAINER LEAFGUARDS IN GUTTERS AT TOP OF ALL
MINIMUM ROOF ATTIC VENT CALC'S @ UPPER ROOF
1) NEW ROOF AREA =1542 S.F. (VENT AREA REQUIRED: 1542 DIVIDED BY 300 = 5.14 S.F.) 04/22/2 Review
03/28/13
Drawn By
DOWNSPOUTS. ALL DOWNSPOUTS SHALL DRAIN INTO BELOW GRADE DRAINAGE SYSTEM.
2) DISTRIBUTION OF VENTS: 50% @ RIDGE = 2.57 S.F., 50% @ EAVES = 2.57 S.F.
Author
Roof Plan
CONTRACTOR TO COORDINATE THIS ITEM PRIOR TO FOUNDATION WORK. CONTRACTOR SHALL
3) MINIMUM NUMBER OF VENTS 04/22/2020 12:26:58 PM
Scale
COORDINATE PAINT COLOR FOR GUTTERS & DOWNSPOUTS WITH OWNER. PROVIDE AND INSTALL
RIDGE VENT (0.076 SO. FT PER LIN. FT): 33.8 LIN. FT. OF RIDGE VENT (2.57 S.F. OF VENT AREA)
SCREENED GUTTER GUARDS AT ALL GUTTERS.
BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 28 BIRD BLOCKS (2.57 S.F. OF VENT AREA)
As indicated
Sheet Plot Date 4/7/2020 12:50:16 PM
4) MINIMUM VENT AREA REQUIRED: 5.14 S.F. OF VENT AREA
www.CarlColsonArchitect.com
I:t
WP
-
GAS FIREPLACE
COORDINATE FIRE IGNITION SWITCH FOR
FIREPLACE PER MANUF. REQUIREMENTS.
INSTALL SWITCH PER OWNERS DIRECTION
RECESSED LIGHTS @ THERMAL ENVELOPE
ALL RECESSED LIGHT FIXTURES INSTALLED
IN THE BUILDING THERMAL ENVELOPE SHALL
BE AIR RIGHT AND IC RATED.
r- -�
ALL EXTERIOR OUTLETS SHALL BE
FLUSH MOUNTED (TYPI
Entry Porch
/
(H) l") WP
I
TO LANDSCAPE / WALKWAY LIGHTING
LANDSCAPE LIGHTING
` LANDSCAPE LIGHTING FIXTURES,
LOCATIONS, & SWITCH LOCATIONS SHALL BE
COORDINATED wl OWNER (TYP)
l:,P f
Laundry
WHOLE HOUSE
EXHAUST FAN
�o
i
i I
/
/ I
/ I
lu
/ * /cn � ATTIC I
� --- // SF SCMD HATCH
R I �
5 11
SMOKE/CARBON i FI 5 -
�� MONOXIDE DETECTOR
SCMD
I
er Switch Hallway SMOKEICARB SCMD
E .(4 0a.: FAN R R R R R MONOXIDE DETE R R
5 5 R _ - - - - - - - - R
I Masterll
GFI �r ' SEE LEVEL 2 LIGHTING PLAN FOR - - - - - -��_ _ _ _ _ Mudroom `-
-------------
Bath aster -------- STAIRS TO LEVEL 2
Closet
�.
R - --- R
5I I SF i II i - - - -- - � • i /L I
R R �/ SC
-- ��
- - - Pantry
5----------------�� - SMOKE/CARBON SF
MONOXIDE DETECTOR
DMMER------ �I
SHLV. SHELVES i' FkL
I ' TV R R R
I R
-- - --
R R - - -�-- ------ I LED LIGHTING UNDER
CABINETS (TYP) j WA
OVENS Garage Storage
�- -- - -------- B.B.
Game�/Piano Room E- - - - - - - - � s oLBs.
R -- - RCD R
- -
II ------
i:
I I I Dining- L _ Kitchen
KITCHEN
EXHAUST FAN
Great Room I I q
III I I .III-----------
R R/IIIF R I I --� � R L� -
- _ R _ ---- III - 7
DIMMER- --------------� `------------D.W. o j o
WP I I I DIMMER �� I L
J I I I I e GFI o f o Grl
WP
R _ _ _ R I- DIMMER @ SWITCH
RFOR PORCH LIGHTS R
„„ POWER & SWITCHES FOR KITCHEN
I-L I I I 5 -__-- / 5\
I
I
I
WP
i
I
I Covered Patio
I
BBQ
R
5 5"
'
R- - - - - - -
GFI
Gaetan's 4'-11" x 22"
Lamp
Table
I
DIMMER
SMOKE
DETECTOR
O R
R
R
SD
/ Master Bedroom
I
i
Lamp
` -- -----
Table
---------
Lngr.2'x2' \ "1
� "J
Deborah's 4'-11" x 22"
I
m
DIMMER
PLUMBING & MECH. EQUIPMENT, FIRE PROTECTION
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.
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.
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PROVIDE POWER FOR DISHWASHER (X
GARBAGE DISPOSAL. SWITCH LOCATIONS
SHALL BE COORDINATED wl OWNER (TYP)
LANDSCAPE LIGHTING
LANDSCAPE LIGHTING FIXTURES,
LOCATIONS, & SWITCH LOCATIONS SHALL BE
COORDINATED w/ OWNER (TYP) L
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 -SECTIONAL
AREA. SHOWER COMPARTMENTS SHALL BE NOT LESS THAN 30 INCHES IN MINIMUM DIMENSION MEASURED
FROM THE FINISHED INTERIOR DIMENSION OF THE SHOWER COMPARTMENT.
FIRE PROTECTION SYSTEMS: ALARMS & SPRINKLERS
CODE STANDARD
INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION
INTERNATIONAL FIRE CODE
COMPLIANCE METHOD:
ENTIRE HOUSE TO RECEIVE SMOKE DETECTOR ALARMS LOCATED PER IRC SECTION R314. ALARMS ARE TO
BE PERMANENTLY WIRED TO HOUSE'S POWER SOURCE AND HAVE BATTERY BACKUP, PER IRC SECTION
R314.4..
THIS HOUSE IS REQUIRED TO BE SPRINKLERED PER CITY OF EDMONDS BUILDING CODE REQUIREMENTS.
COORDINATE TYPE OF SYSTEM w/ BUILDING DEPARTMENT / FIRE MARSHAL REQUIREMENTS
WPco
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Level 1 Electrical Plan North
1 /4" = 1 '-0"
�WP
ALL EXTERIOR OUTLETS
SHALL BE FLUSH MOUNTED
(TYP)
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
LEVEL 1,2, & BASEMENT
LANDSCAPE LIGHTING
ELECTRICIAN SHALL COORDINATE LOCATIONS & TYPES OF
ALL LANDSCAPE LIGHTING W/ OWNER
BUILDER NOTE: ALL
LIGHITNG AND OUTLET
LOCATIONS ARE
SCHEMATIC AND
SHALL BE APPROVED /
COORDINATED w/
OWNER BEFORE ANY
ELECTRICAL WORK
HAS BEGUN
ELECTRICAL FIXTURE LEGEND
SMOKE & CARBON
MONOXIDE DETECTOR QL
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RECESSED LIGHT FIXTURE
4" DIAMETER
MR,
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IDAMP LOCATION 5" DIAMETERPLLC
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411
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5" DIAMETER
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R 4" DIAMETER - DIRECTIONAL FOR ART
DISPLAY wwwCarIColsonArchitect.com
PENDANKITCHEN TLIGHT ISLAND. FIXTURE @ENTRY PORCH & Commercial & Residential
MIN. 34" ABOVE ISLAND
S-1 / SEMI -FLUSH LIGHT FIXTURE Architecture
SF � CEILING MOUNTED LIGHT
FIXTURE /1DD Binder / Veilleux
�2" DIA. CEILING MOUNTED LIGHT
OWNERE. SIZE SELECTED BY Residence
WALL MOUNTED EXTERIOR Pro-ject Address
LIGHT FIXTURE 8912 192nd St. SW
WALL MOUNTED INTERIOR LIGHT FIXTURE Edmonds, WA 98026-6129
WALL MOUNTED INTERIOR SCONCE
700 LUMENS
EXHAUST FAN
Timer @ Switch
EXHAUST FAN w/
EXH. FAN
TIMER @ SWITCH
ELECTRICAL OUTLET
240�
240 V OUTLET
WEATHERPROOF
ELECTRICAL OUTLET
WP
LIGHT SWITCH
LED UNDER CABINET LIGHTING
L.E.D. LINEAR SURFACE
MOUNTED LIGHT
CEILING FAN W/ LIGHT
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FIXTURE
1) PROVIDE AND INSTALL LOCALLY CERTIFIED 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"
ELECTRICAL, HEATING, SOLAR & VENTILATION GENERAL
NOTES
ELECTRICAL
VENTILATION & INDOOR AIR QUALITY
CONTRACTOR SHALL PERFORM ALL ELECTRICAL DESIGN AND INSTALLATION ON A DESIGN -BUILD BASIS AND SHALL APPLY FOR
SOURCE SPECIFIC VENTILATION
A SEPARATE PERMIT FOR ALL ELECTRICAL WORK.
1. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL BE REQUIRED
1. CONTRACTOR SHALL COORDINATE ALL SELECTION OF ALL LIGHT FIXTURES, LIGHT FIXTURE LOCATIONS, AND ELECTRICAL
IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND OTHER ROOMS WHERE
OUTLET LOCATIONS WITH OWNER PRIOR TO PURCHASE OR INSTALLATION OF FIXTURES.
EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED.
2. CONTRACTOR SHALL COORDINATE ELECTRICAL OUTLET REQUIREMENTS FOR WASHER & DRYER UNITS WITH SELECTED
1. BATHROOM EXHAUST.........................................50 CFM
MANUFACTURERS REQUIREMENTS.
2. KITCHEN EXHAUST (IF APPLICABLE)...............100 CFM
3. REFER TO INDOOR AIR QUALITY NOTES FOR BATHROOM EXHAUST FANS AND WHOLE HOUSE FANS FOR RESIDENTIAL UNIT.
3. LAUNDRY ROOM EXHAUST(IF APPLICABLE) ...... 50 CFM
4. HEATING: THIS HOUSE SHALL BE HEATED WITH GAS HEAT PUMP WITH THERMOSTATS (PER WASHINGTON ENERGY CODE).
WHOLE HOUSE EXHAUST FAN
PROVIDE ELECTRICAL SERVICE AS REQUIRED BY MANUFACTURER.
5. PROVIDE AND INSTALL EXHAUST FAN OVER KITCHEN RANGE.
WHOLE HOUSE VENTILATION SYSTEMS: DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE
6. ALL OUTLETS IN BATHROOM, KITCHEN, AND WET AREAS SHALL BE GFI OUTLETS.
VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING AT LEAST 0.35 AIR CHANGES PER
7. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST HAVE LABEL STATING "SUITABLE FOR DAMP LOCATIONS".
HOUR, BUT NOT LESS THAN 15 CUBIC FEET PER MINUTE PER BEDROOM PLUS AN ADDITIONAL 15
8. RECESSED CEILING FIXTURES MUST BE IC RATED.
CUBIC FEET PER MINUTE. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE DESIGNED TO LIMIT
9. ISLAND AND PENINSULA COUNTER TOPS 12" OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET FOR EACH 4' OF
VENTILATION TO A LEVEL NO GREATER THAN 0.5 AIR CHANGES PER HOUR DURING NORMAL
COUNTER TOP.
OPERATING CONDITIONS.
WHOLE HOUSE FAN SIZE...............................100 CFM
HIGH EFFICACY LIGHT BULB REQUIREMENTS
WHOLE HOUSE FAN NOISE RATING .... 1.5 SONE (MAX.)
A MINIMUM OF 75 PERCENT OF THE LAMPS (BULBS) IN PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES
CONTROL REQUIRED: MANUAL AND AUTOMATIC CONTROL (24 HR. CLOCK TIMER)
SHALL BE HIGH -EFFICACY LAMPS (THE OWNER HAS REQUESTED THAT 100%OF THE LAMPS BE HIGH EFFICACY.
OUTSIDE FRESH AIR INTAKE
SMOKE DETECTORS
OUTSIDE AIR: OUTSIDE AIR SHALL BE BROUGHT INTO RESIDENTIAL UNIT BY EXHAUST FANS / WHOLE
CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS AS REQUIRED BY APPLICABLE SAFETY CODES.
HOUSE FANS WHICH WILL DRAW OUTSIDE AIR IN THROUGH FRESH AIR INTAKE VENTS CONNECTED
SMOKE DETECTORS SHALL BE HARD WIRED (11 Ov) WITH BATTERY BACKUP.
TO AND OPERATED BY SELECTED HVAC SYSTEM. WHERE OUTSIDE AIR SUPPLIES ARE SEPARATED
CARBON MONOXIDE DETECTORS
FROM EXHAUST FANS POINT BY DOORS, THE DOORS SHALL BE UNDERCUT BY 1/2 INCH.
VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING.
FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH
1. ROOM FRESH AIR INLETS SHALL COMPLY WITH THE FOLLOWING:
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH
A) HAVE CONTROLLABLE AND SECURE OPENINGS.
FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES.
B) OPENINGS SHALL BE SCREENED OR PROTECTED TO PREVENT ENTRY OF INSECTS, LEAVES, OR
HEATING SYSTEM
OTHER MATERIALS.
THIS RESIDENCE SHALL BE HEATED BY A GAS FIRED FORCED AIR FURNACE HEATING SYSTEM WITH FRESH AIR INTAKE FOR
C) BE SLEEVED OR DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE
WHOLE HOUSE VENTILATION AND FRESH AIR INTAKE FOR COMBUSTION AIR.
WALL OR WINDOW IN WHICH THEY ARE PLACED.
THIS SYSTEM SHALL HAVE A HIGH EFFICIENCY HVAC AIR DISTRIBUTION SYSTEM. ALL DUCTWORK SHALL BE IN CONDITIONED
C) PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10
SPACES. NO DUCTWORK ALLOWED IN CRAWL SPACE AREAS.
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.
EXHAUST OUTLET TERMINATION
1.3 FEET MIN. FROM PROPERTY LINE /22/2
2.3 FEET FROM OPERABLE OPENINGS INTO A BUILDII k
3. 10 FEET FROM MECHANICAL AIR INTAKE.
4. ALL EXHAUST DUCTS IN UNCONDITIONED SPACE SHALL BE IN ULATEU WI I H R-4.
04/22/2020 12:26:58 PM
Pro-ject Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Level 1 Lighting
Plan / Ventilation
Notes
7543 REGISTERS
ARCHITECT
SLCARL J. COLSON
ATE OF WASHINGTO
'Issued For Permit: Anril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved.
Project Number
Sheet Issue Date
04/22/13 A-205
Drawn By
Author Level 1 Lighting Plan / Ventilation Notes
Scale
As indicated Sheet Plot Date 4/7/2020 12:51:35 PM
www.CarlColsonArchitect.com
------------------------------------------
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ELECTRICAL FIXTURE LEGEND
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Edmonds, WA 98026-6129
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Deborah Binder & Gaetan Veilleux
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Edmonds, WA. 98026
Sheet Title
CONNECT TO LEVEL SMOKE/CARBON
SWITCH BELOW @ BOTTOM MONOXIDE DETECT SCMD _ _ _ _ `^\, EXHAUST FAN
r OF STAIRWELL R
RECESSED LIGHTS @ THERMAL ENVELOPE
_ _
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Timer Switch EXHAUST FAN w/
Level 2 & Basement
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ALL RECESSED LIGHT FIXTURES INSTALLED
IN THE BUILDING THERMAL ENVELOPE SHALL
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ELECTRICAL LAYOUT
ALL LIGHT FIXTURE TYPES & LOCATIONS, SWITCH
1) PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
DETECTORS AS REQUIREDO
L - - - - -
- - - - - - - - -------------
I
LOCATIONS, AND WIRING CONNECTIONS ARE SCHEMATIC
ONLY. ELECTRICIAN SHALL COORDINATE PURCHASE OF
ASSOC ATION (NFPA) AND M ET MEETING THE REQUIREMENTS OF ALL
GOVERNING CODES. SMOKE DETECTORS SHALL BE DIRECT
Document Set Ty Pe:
T-
ITEMS, LOCATIONS AND LAYOUT WITH OWNER PRIOR TO
WIRED, 110 VOLT INTERCONNECTED WITH A BATTERY BACKUP.
Revision Schedule
1 INSTALLATION,
2) PROVIDE AND INSTALL GROUND FAULT CIRCUIT
PHONE, CABLE, AND DATA LINE LAYOUT
L----------------------------------
INTERRUPTERS (GFI) AS REQUIRED BY THE NATIONAL ELECTRIC
Rev.
CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL
I I PHONE OUTLETS, CABLE TV OUTLETS, AND CABLE GOVERNING CODES.
j I
OUTLETS FOR COMPUTERS WITH OWNER - TYPICAL FOR
LEVEL 1, 2, & BASEMENT
3) UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND
#
Date
Description
LANDSCAPE LIGHTING
North
RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH
FLOOR:
L--LL
_ _ _ _ _
_ _ JJ
ELECTRICIAN SHALL COORDINATE LOCATIONS&TYPESOF
Level 2 Electrical
Plan
42"
-
---- ---- ---- ---- ----
---- ---J
ALL LANDSCAPE LIGHTING WIOWNER ALL
OUTLETS 16"
i
J�f /4" = I '-011
TELEPHONE 16"
TELEVISION 16"
BUILDER NOTE: ALL LIGHITNG
AND OUTLET
LOCATIONS ARE SCHEMATIC
AND SHALL BE
DRAWING USE NOTIFICATION
APPROVED / COORDINATED w/ OWNER
This set of drawings is being issued as a Progress or Permit Set of Drawings
BEFORE ANY ELECTRICAL WORK HAS BEGUN
and is subject to change and adding of additional information and
(TYPICAL @ ALL LEVELS)
drawings as required by review of the Building Department in the
a.
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.
_a
Do not use this drawing for Bidding or Estimating Purposes unless
authorized by Client. During Construction Phase, the Clients General
Unfinished Basement Storage
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.
-----
sF -----
SF
ARCHITECTURAL COPYRIGHT
d
COORDINATE ALL OUTLET &
This sheet of drawings may not be reproduced in any form without prior
°
LIGHT FIXTURE TYPES &
j
approval of Carl J. Colson -Architect PLLC.
LOCATIONS w/ OWNER PRIOR
These document, the ideas, and designs incorporated herein as an
a
TO INSTALLATION
UP
instrument of service shall remain the property of Carl J. Colson - Architect
SMOKE /CARBON
SF
PLLC and are solely for the use on this project only. These files, drawings,
MONOXIDE DETECTORideas,
or designs may not be tramsmitted electronically without express
•
permission of Architect. They are not be used by the client or any other
SCMD
party or entity on other projects, in whole or part, or as an extension to this
n
project except by agreement in writing with appropriate financial
compensation to Carl J. Colson - Architect PLLC.
Copyright Carl J. Colson - PLLC, 2020. All rights reserved. O
Project Number
Basement
2 11 1
Electrical Plan North
11
04/22/2
—
A296
Sheet Issue Date
09/12/18
o Riev ew
Drawn By
Author
Level 2 & Basement Lighting & Outlet Plan
04/22/2020 12:26:58 PM
Scale
1 /4" = V-0"
Sheet Plot Date 4/7/2020 12:52:16 PM
www.CarIColsonArchitect.com
NOTES TO BUILDING ELEVATIONS
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NSTALL SIMPLICITY TOOLS
�ETALJUNCTION FLASHING
3EHIND ALL BUTT JOINTS. -
ANIMIZE BUTT JOINTS AS -
IUCH AS POSSIBLE (TYP)
VV
❑ ❑ ABOVE UPPER LEG OF
0 O FLASHING SHALL-
7 S1 S1 SLOPE TOP A A BE TUCKED UP
F TRIM @ UNDER WEATHER
n I --I COLUMN -RESISTIVE BARRIEf
FIREPLACE VENT-]
III III
T-1--rT-ITI-TIT-1--rr- - - - - - - - - - - - - - - -
PORCH ELEVATION: SEE ENLARGED P RCH ENTRY-
0
���T 7T �� T T �T7��-
1"r r - -ELEVATION FOR CCTION & FINISH I NOTEIS
FOR ENTRY PORCHHI-1I-
-
5/4 x 12 BAND BOARD (PRIMED & PAINTED W/ SMOOTH FINISH) W/ 1 x 3 TRIM @
T
_UPPER EDGE OF OUTER FACE. INSTALL METAL DRIP EDGE FLASHING OVER
1 III
�� � �T� �� �T� 3 -0 3 -0 4 -0
TOPS OF BAND & TRIM. DRIP EDGE FLASHING TO OVERLAP @ CORNERS (SET -BUILDER NOTE:_THERE ARE NO STEPS FROM FOUNDATION VENTS �i
IN POLY SEALANT AT CORNERS BELOW JOINTS) ENTRY / PATIO / GARAGE / WORKSHOP TO HOUSE. -_ALL CRAWL SPACE / FOUNDATION VENTS ARE TO BE INSTALLED -
LINE OF FINISH GRADE NORTH ELEVATION I THIS WAS DONE TO KEEP ROOF WITHIN 25' HEIGHT IN CONC. FOUNDATION WALL AND SHALL HAVE GALV. METAL + _ + -
LINE OF FINISH GRADE IS APPROXIMATE. SEE CIVIL GRADING DRAWINGS FOR ALL SITE CC
-LIMITS AND FOR ACCESSIBILITY PURPOSES VENT WELLS INSTALLED W/ TOP FLUSH W/ FINISH GRADE.
GRADING INFORMATION. HOLD FINISH GRADE 8" BELOW BOTTOM OF SIDING (TYP). �� _ �� III SEE FOUNDATION PLAN FOR LOCATION & VENT CALCULATIONS -
FOOTINGS 1 /4 1 O -DIFFERENT ILDDEROTE CLIENT SELECTED SIDELIGHTS ARE-
FROM THESE SHOWN. REFER TO DOOR o -
TOP & BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE ONLY. BOTTOM OF -SCHEDULE FOR CLIENT SELECTED SIDELIGHTS-' 1 N
FOOTINGS SHALL BE AT LEAST 18" BELOW FINISH GRADE. ACTUAL ELEVATIONS WILL
DEPEND UPON DEPTH OF BEARING SOIL. (TYPICAL @ ALL FOOTINGS) - -
t CASEMENT STAIR WALL BEYOND t t r t t t t BASEMENT WALLS BEYOND r t t t t t t STEPPED GAME ROOM FOUND WALL BEYOND
rt-�7 1 I17
/ REAR PORCH COLUMN BEYOND
PAINTED METAL INSULATED OR
FIBERGLASS DOOR. STYLE
SELECTION BY OWNER.
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 A TWO -CUT PLUMB
VERTICAL AND HORIZONTAL
SURFACE, PER DETAIL
MITER JOINT
ALL RAKE BOARDS AND
FASCIA BOARDS SHALL BE
MITERED
Roof Rake Detail
C�1 2" = 1 '- "
1-T 17� Ti TI T -1-T
EAST ELEVATION
C:�IT / � �
SEE NORTH ELEVATION FOR
TYPICAL EXTERIOR NOTES
�o
99
PTD. 26 GAUGE
METAL DRIP
FLASHING
1 X 3 PRIMED &
PTD. CEDAR TRIM
2 X 8 PRIMED (ALL
SIDES) & PTD.
CEDAR FRIEZE
BOARD
2 X 8 PRIMED (ALL
SIDES) & PTD.
CEDAR RAKE
BOARD
PRIMED & PAINTED CRAFTSMAN
STYLE ROOF BRACKET. SEE FRONT
PORCH ENLARGED ELEVATION FOR
NOTES
.r
Upper Top Plate
18 75
s
7 7-SIT-1rtl-�7=IT-171-�7=I777rT1-'
PAINTED METAL INSULATED OVERHEAD CARRIAGE
STYLE GARAGE DOOR (AUTOMATIC OPENER) W/ VISION
PANELS AS SHOWN. SELECTION BY OWNER.
BUILDER NOTE: CLIENT SELECTED SIDELIGHTS ARE DIFFERENT
FROM THESE SHOWN. REFERT TO DOOR SCHEDULE FOR CLIENT
11 V7
SLECTED SIDELIGHTS
Hour -Am
II
II
II �
II
0 11 1/2"
N �
II
R
BUILDER NOTE:
Entry Porch Elevation ENTRY DOOR & SIDELITE DESIGN IS SCHEMATIC
3 3/H I = 1 '-O" ONLY. COORDINATE w/ CLIENT FOR SELECTION OF
ENTRY DOOR AND SIDELITES
PAINTED WOOD TRIM AT HEAD OF ARCHED
GARAGE DOOR (SEE NOTE ABOUT ARCHED
DOOR @ LEFT OF DRAWING). 5/4x 6 HEAD
PIECE WITH WOOD TRIM PROFILE MOLDING
=
AT TOP (w/ ARCH) AND BOTTOM AS SHOWN
LU
(SELECTION BY BUILDER). SEE WINDOW
SCHEDULE ABOUT METAL HEAD FLASHING
J
REQUIREMENTS.
m
w
W
o
m
-
Level2
10.66
M
Level 1 Top Plate
N
9.09
TRIM BOARDS
ALL TRIM BOARDS SHALL BE SMOOTH CEDAR
(UNLESS NOTED OTHERWISE) AND SHALL BE
PRIMED, BACKPRIMED, AND PAINTED. CEDAR
SHALL BE PRE -PRIMED PRIOR TO
INSTALLATION. NO UNPRIMED WOOD WILL BE
ALLOWED TO BE INSTALLED
AVG. GRADE: 342.70'
LEVEL 1: 343.88'
Level 1
0.00
LINE OF AVERAGE FINISH GRADE
DASHED LINE INDICATES LINE OF AVERAGE FINISH
GRADE FOR BUILING HEIGHT CALCULATION
PTD. CEDAR CRAFTSMAN STYLE BRACKET (1 T DEEP)
w/ METAL CAP FLASHING @ TOP OF BRACKET
PTD. 2x8 CEDAR BOARD @ FACE OF WALL BEYOND
(BEHIND RAKE BOARD - AT INTERSECTION BETWEEN
HARDIE SHINGLES & UNDERSIDE OF ROOF SHEATHING)
METAL FLASHING OVER TOP OF CASING TRIM
PTD.1x4 CEDAR TRIM OVER 2x8 CEDAR RAKE BOARD
PTD. WOOD TRIM (CASING CASE-2GM500-11 2-1/2" x
11/16") INSTALLED @ TOP OF 1x10TRIM BAND
PTD.1x 10 TRIM BAND
ix3 OVER 1x4 @ TOP OF COLUMN
1x3 TRIM @ TOP, BOTTOM, & SIDES OF UPPER &
LOWER FACE OF COLUMN
PAINTED HARDIE SIDING w/ SMOOTH FINISH
PAINTED PORCH COLUMN
5/16" PTD. HARDIE PANEL OVER WEATHER RESISTIVE
BARRIER OVER 1/2" EXT. PLYWOOD SHEATHING
2x CEDAR W/ SLOPED TOP
INSTALL 1-1/2" DIA. PTD. METAL LOUVER VENT AT REAR OF
COLUMN ENCLOSURE (TOP & BOTTOM OF COLUMN)
LINE OF STRUCTURAL WOOD POST. SEE STRUCT.
DWGS. FOR SIZE & CONNECTION DETAILS
PTD.1x3 CEDAR TRIM W/ CHAMFERED EDGE @
BOTTOM OF COLUMN BASE
PTD. 2x6 CEDAR COLUMN BASE TRIM WI
CHAMFERED EDGE @ TOP
4" CONCRETE SLAB @ ENTRY PORCH
LINE OF CONCRETE SUPPORT FOUNDATION FOR
STRUCTURAL COLUMN POST
REFER TO STRUCTURAL DRAWINGS FOR ALL
COLUMN SIZES AND CONNECTION DETAILS
Upper Top Plate
HEIGHT CALC'S. 18.75
A = 341.76'
B = 344.01'
C = 344.03' -
D = 341.00'
AVG. GRADE = 342.70' T
RIDGE HEIGHT = 24.29' co
PROPOSED = 366.99'
MAXIMUM = FmL.-& '
MAIN LEVEL: 343.88'
10.66
Level 1 Top Plate
9.09
PAINTED HARDIE SIDING wl �
SMOOTH FINISH & 5" EXPOSURE `�
FINISH FLOOR ELEVATIONS
BUILDER TO CONFIRM ALL FINISH FLOOR
ELEVATIONS WITH SITE GRADING PLAN
PRIOR TO ANY CONSTRUCTION
N LEVEL 1: 343,88'
Tj � Level 1
0.00
AVG. GRADE: 342.70'
- LINE OF AVERAGE FINISH GRADE
= DASHED LINE INDICATES LINE OF AVERAGE _
FINISH GRADE FOR BUILING HEIGHT r
CALCULATION r'
Basement
-9.27
BUILDER TO COORDINATE ALL
FOUNDATION WALL STEPS w/
STRUCTURAL DRAWINGS AND
FINISH GRADE (TYP)
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
NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE
RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR.
1.) COMPOSITION ASPHALT ROOF SHINGLES. SEE SHEET A-4.1 FOR
INFORMATION.
2.) PAINTED HARDIEBOARD SHINGLE w/ STRAIGHT EDGE.
EXPOSURE HEIGHT TO MATCH SIDING EXPOSURE. SEE BUILDING
SECTIONS FOR NOTES ON WALL ASSEMBLY.
L PAINTED HARDIEBOARD SIDING w/ SMOOTH FINISH AND 5"
EXPOSURE. SEE BUILDING SECTIONS FOR NOTES ON WALL
ASSEMBLY.
INSULATED WINDOWS - REFER TO FLOOR PLAN & WINDOW
SCHEDULE FOR TYPES.
5.) PRIMED & PAINTED CEDAR TRIM AROUND WINDOWS & DOORS.
SEE DETAILS ON SHEET A-5.1 FOR TRIM INFORMATION.
PAINTED 5/4 x 6 PRIMED &PAINTED CEDAR CORNER BOARDS
7). WRAPPED PORCH SUPPORT COLUMN. REFER TO ENTRY PORCH
COLUMN DETAIL FOR INFORMATION. ALL POSTS SHALL BE FLASHED
TO PREVENT WATER INTRUSION INTO COLUMN ENCLOSURE.
1X CEDAR BOARD WRAP AT ROOF SUPPORT BEAM AT PORCH.
SEE ENLARGED ENTRY PORCH ELEVATION
2x PRIMED AND PAINTED RAKE BOARDS (AT WALL SURFACE
BEHIND ROOF OVERHANG) W/ PRIMED & PAINTED CEDAR 1X4 TRIM
1� PRIMED & PAINTED CRAFTSMAN STYLE ROOF BRACKET. SEE
FRONT PORCH ENLARGED ELEVATION FOR NOTES.
10.) PAINTED METAL INSULATED OR FIBERGLASS DOOR. STYLE
SELECTION BY OWNER.
11. PORCH ROOF FRAMING: PREMANUFACTURED ROOF TRUSSES
@ 24" O.C. W/ PAINTED 11/32" PLYWOOD CEILING OR TONGUE &
GROOVE CEILING, AS SELECTED BY OWNER.
12� PAINTED METAL INSULATED OVERHEAD CARRIAGE STYLE
GARAGE DOOR (AUTOMATIC OPENER) W/ VISION PANELS AS
SHOWN. SELECTION BY OWNER.
1L PAINTED WOOD TRIM AT HEAD OF GARAGE DOOR. 5/4x 6 HEAD
PIECE WITH WOOD TRIM PROFILE MOLDING AT TOP AND BOTTOM AS
SHOWN (SELECTION BY BUILDER). SEE WINDOW SCHEDULE ABOUT
METAL HEAD FLASHING REQUIREMENTS.
14. ELECTRIC METER - INSTALL PER ELECT. CO. REQUIREMENTS.
15. GAS METER - INSTALL PER GAS CO. REQUIREMENTS.
16. PAINTED METAL FLUE VENT FOR GAS FIREPLACE. COORDINATE
COLOR OF PAINT W/ OWNER
21.) PRIMED & PAINTED CRAFTSMAN STYLE ROOF BRACKET. SEE
FRONT PORCH ENLARGED ELEVATION FOR NOTES.
Window Schedule (Verify all R.O. Dimensions w/ Manuf.)
WT Qty. Wid. Ht. Area Type TG1azing U-Value Manuf. Comments
A
13
3' - 0"
6' - 1 "
237 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
B
11
3' - 0"
5' - 1 "
168 SF
Double Hung w Grids at Top
Double Hung w Grids at Top
Low E
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2 &
Garage
Fir w/ Stained Finish / Level 1
C.1
3
2' - 6"
4' - 1"
31 SF
0.28
Kolbe
C.2
9
2' - 6"
4' - 1 "
92 SF
24 SF
Double Hung w Grids at Top
Double Hung w Grids at Top
Double Hung w Grids at Top
Low E
Low E
Low E
0.28
0.28
0.28
Kolbe
Kolbe
Kolbe
Pine w/ Ptd. Finish / Level 2, Garage,
Stor.
Fir w/ Stained Finish / Level 1
Fir w/ Stained Finish/ Level 1
D
2
2' - 6"
4' - 9"
E
1
1' - 10"
4' - 1"
7 SF
F
2
2' - 6"
3' - 5"
17 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
G
1
5' - 0"
3' - 4 9/16"
17 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
H
1
4' - 0"
2'- 8 9/16"
11 SF
Horz Slider
Low E
0.28
Kolbe
Kolbe
Kolbe
Kolbe
Pine w/ Painted Finish / Level 2
1
2
1' - 6 1/2"
2'- 0 1/2"
6 SF
Fixed
Low E
0.28
Fir w/ Stained Finish / Level 1
J
6
1'- 8 1/2"
1'- 4 1/2"
14 SF
Fixed
Low E
0.28
Pine w/ Painted Finish / Level 2
K
1
4'- 6 1/2"
3'- 6"
16 SF
Horz Slider
Low E
0.28
Pine w/ Painted Finish / Basement
S1
2
1' - 2"
6'- 8"
16 SF
Sidelights by Simpson
Low E
0.28 0
1§
gy SJmppwjo match Fintr door
S2
1
6' - 0"
1' - 2"
7 SF
Fixed
Low E
0.28
Simp
r mm"
's
S3 1 6' - 0" 1' - 2" 7 SF Fixed Low E 0.28 Simpson Jj09F2ky&iTps I.6c- ,i Dim's
S4 1 6' - 0" 1' - 2" 7 SF Fixed Interior Interior Simpson Transom by Simpson / Verify Dim's
Grand total 676 SF
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial &Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
North & East
Exterior Elevations
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
'Issued For Permit: Anril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved.
Project Number
Sheet Issue Date
01 /14/14 A-301
Drawn By
Author North & East Exterior Elevations
Scale
As indicated Sheet Plot Date 4/7/2020 12:54:17 PM
www.CarIColsonArchitect.com
■
- —
II THIS HORIZONTALMho 0h■■I■ '�='• ; p Ed
minim p
QSLIDER WINDOW ■I■I■
ei■
nim
11
SEE DOOR SCHEDULE FO
- FO -T-TTTT-TT-TTTT-TT-TTTT-TT-TTTT-TT-TTTT-TT-TTT-�'T-SCH T-T ��'-T��-'����-T�-��TT-TT-TTTT-TT-TTTT-T
R BUTT JOINTS @ HARDIE SIDING INSTALL SIMPLICITY TOOLS
TRANSOM WINDOW ABOVEOR SCHE DILL E FOR METAL JUNCTION FLASHING BEHIND ALL BUTT JOINTS.
ACTUAOL DOOR PROFILE &TRIM -SEE III III Ili li IZE BUTT JOINTi iSNUCH POSSIBLE (i YP) I III III III III III III III
SOUTH ELEVATION
1 _/4" = 1 '-0"
SEE NORTH ELEVATION FOR TYPICAL EXTERIOR NOTES
PREPRIMING AND PAINTING OF EXTERIOR WOOD SURFACES
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 A TWO -CUT PLUMB
VERTICAL AND HORIZONTAL
SURFACE, PER DETAIL
MITER JOINT
ALL RAKE BOARDS AND
FASCIA BOARDS SHALL BE
MITERED
Roof Rake Detail
1 /2" = 1 '-0"
�99
PTD. 26 GAUGE
METAL DRIP
FLASHING
1 X 3 PRIMED &
PTD. CEDAR TRIM
2 X 8 PRIMED (ALL
SIDES) & PTD.
CEDAR FRIEZE
BOARD
2 X 8 PRIMED (ALL
SIDES) & PTD.
CEDAR RAKE
BOARD
Window Schedule (Verify all R.O. Dimensions w/ Manuf.)
WT Qty. Wid. Ht. Area Type Glazing U-Value Manuf. Comments
A 13 3'- 0" 6' - 111 237 SF Double Hung w Grids at Top Low E 0.28 Kolbe Fir w/ Stained Finish / Level 1
B
11
3'- 0"
5' - 111
168 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2 &
Garage
CA
3
2' - 611
4' - 111
31 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
C.2
9
2' - 611
4' - 111
92 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Ptd. Finish / Level 2, Garage,
Stor.
D
2
2' - 611
4' - 911
24 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
E
1
1' - 1011
4' - 111
7 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Fir w/ Stained Finish/ Level 1
F
2
2' - 611
3'- 5"
17 SF
Double Hung w Grids at Top
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
G
1
5' - 0"
3- 4 9/16"
17 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
H
1
4' - 011
2'- 8 9/16"
11 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
1
2
1'- 6 1/2"
2'- 0 1/2"
6 SF
Fixed
Low E
0.28
Kolbe
Fir w/ Stained Finish / Level 1
J
6
1'- 8 1/2"
1'- 4 1/2"
14 SF
Fixed
Low E
0.28
Kolbe
Pine w/ Painted Finish / Level 2
K
1
4'- 6 1/2"
3'- 6"
16 SF
Horz Slider
Low E
0.28
Kolbe
Pine w/ Painted Finish / Basement
S1
2
1' - 211
6'- 8"
16 SF
Sidelights by Simpson
Low E
0.28
Simpson
By Simpson to match Entry door
S2
1
6'- 0"
1' - 211
7 SF
Fixed
Low E
0.28
Simpson
Transom by Simpson / Verify Dim's
S3
1
6'- 0"
1' - 211
7 SF
Fixed
Low E
0.28
Simpson
Transom by Simpson / Verify Dim's
S4
1
6'- 0"
1' - 211
7 SF
Fixed
Interior
Interior
Simpson
Transom by Simpson / Verify Dim's
Grand total 676 SF
ANY NATURAL WOOD SIDING OR WOOD TRIM Qa 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
�����I I � III III III III �i III I I I
—
II III III III �I�_� LEI H
ff �
III III III III III I��—I�I—��—+�I �—ICI
BASEMENT WALL
BUILDER TO COORDINATE ALL FOUNDATION \ L
WALL STEPS wl STRUCTU
AND FINISH GRADE (TYP)
WEST ELEVATION
(D2- 1 4" = 1 '- " / 0
SEE NORTH ELEVATION FOR
TYPICAL EXTERIOR NOTES
RAL DRAWINGS CONNECTED TO SUMP PUMP BELOW.
COORDINATE wl CIVIL ENGINEER DRAWINGS &
BUILDERS BASEMENT WATERPROOFING &
DRAINAGE SUBCONTRACTOR
0
N
r _Levell _
0.00
-♦—r T T T��TIT�Tr T T � —
_ELECTRIC METER - INSTALL PER ELECT. T� 1
CO. REQUIREMENTS.( AVGI. GRADE: 342.70
-GAS METER - INSTALL PER GAS CO. LINE OF AVERAGE FINISH GRADE
-REQUIREMENTS. III III III III DASHED LINE INDICATES LINE OF AVERAGE
FINISH GRADE FOR BUILING HEIGHT
CALCULATION
_Level 2
10. 66
1 Top Plate
9.09
AVG. GRADE: 342.70'
LEVEL 1: 343.88'
Level 1
0.00
LIIVL VI nVL1InVL 1 II4I0I11 VI1nVL
3' 0"
DASHED LINE INDICATES LINE OF
AVERAGE FINISH GRADE FOR
BUILINGHEIGHT CALCULATION
M
SEE (NORTH ELEVATION DRAWING FOR-
o STEPPED FOUNDATION @ NORTH
FACE OF GAMEROOM WALL
III Basemen
4III III III III III III III III III III
CONCRETE RETAINING WALL @THIS BUILDER NOTE:
SIDE OF WINDOW WELL NOT SHOWN ALL BASEMENT WATERPROOFING MATERIALS,
TO OF
BASEMENT
EGRESS ATE LOCATION
W TECHNIQUES, DRAIN INSTALLATION, AND SUMP PIT / SUMP
BASEMENT EGRESS WINDOW
PUMP TYPES AND INSTALLATION LOCATIONS SHALL BE
SELECTED BY BUILDER AND HIS WATERPROOFING
SUBCONTRACTOR / CONSULTANT.
THIS INCLUDES DRAINS FOR THE EXTERIOR WINDOW WELL
AT THE BASEMENT. ALL DRAINAGE ITEMS TO BE
COORDINATED WITH CIVIL ENGINEERING DRAINAGE
UTILITY DRAWING
RAWIN 2 `
ALL PUMPS SHAL 44/Ci "�`N rr!D R'J'L�w"
GENERATOR IN EVENT C,= PU7.4ER F L 'KZ.
iew
04/22/2020 12:26:58 PM
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
South & West
Exterior Elevations
7543 REGISTERED
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: April 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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 drawin s may not be reproduced in anyform without prior
g Y
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, 2020. All rights reserved. T
Project Number
Sheet Issue Date
07/05/18 A-3,02
Drawn By
Author South & West Exterior Elevations
Scale
As indicated Sheet Plot Date 4/7/2020 12:58:31 PM
www.CarIColsonArchitect.com
ROOF CONSTRUCTION
ROOF RIDGE VENTS ROOF TRUSS
SEE CONSTRUCTION ASSEMBLY
SEE ROOF PLAN FOR ALL RIDGE VENT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. - SEE STRUCTURAL DRAWINGS.
NOTES BELOW FOR INFORMATION
LOCATIONS & ROOF VENT CALCULATIONS TRUSS LAYOUT SHOWN IS SCHEMATIC
ONLY, REFER TO ROOF PLAN & EXTERIOR
ELEVATIONS FOR ROOF DESIGN THAT INCLUDES GABLES, HIPS, OR OVERFRAMED AREAS.
% TRUSS BIRD BLOCK VENTS
TRUSS COMPANY TO PROVIDE SOLID
BIRD BLOCK VENTS @ EAVES BY ROOF TRUSS
ROOF ASSEMBLY PER NOTES BLOCKING (W THREE 2" DIA. HOLES PER
MANUFACTURER, CUT TOP OF BLOCK TO MATCH ROOF
@ BOTTOM OF THIS SHEET BLOCK) BETWEEN TRUSSES. CUT BLOCKING
ROOF SLOPE & OVERHANG
SLOPE.
HOLD VENT HOLE AS HIGH AS POSSIBLE.
FROM 2 x 12. TOP EDGE OF BLOCKING
TRIMMED TO MATCH ROOF SLOPE
eA
SEE ROOF PLAN FOR ALL ROOF SLOPE AND
(TYPICAL, EXCEPT @ NORTH FACE OF GARAGE - SEE ROOF
ALL FASCIA BOARDS SHALL BE MITERED @
OVERHANG INFORMATION (TYP)
PLAN FOR PROHIBITED LOCATIONS) ALL BIRD BLOCK VENTS
TRUSS COMPANY & FRAMER: HOLES IN 2 x 12
CORNERS (TYP)
SHALL HAVE INSECT SCREEN AT ATTIC SIDE OF BLOCK
AND 2 x 6 BLOCKS TO ALIGN TO ALLOW FOR
PROPER AIR FLOW
PAINTED 2 x 8 CEDAR FASCIA BOARD. PRE-
PRIMED @ALL SIDES (TYP)
�
�
BIRDBLOCK VENTS @ ALL
EAVES (TYP)
__ — ROOF TRUSS BLOCKING - SEE DETAIL
\ 2 x BIRD BLOCK VENTS BETWEEN TRUSSES.
Carl J. Colson - Architect
-_ ALL UPPER LEVEL ROOF TRUSSES SHALL HAVE
SOLID BLOCKING @ CERTAIN LOCATIONS
Upper Top Plate
BLOCKING ( BIRD BLOCK VENTS) CUT FROM 2 x 10, WI
TOP EDGE SLOPE TO MATCH ROOF SLOPE. BLOCKING
ON NORTH WALLS. SEE ROOF PLAN FOR
THE LOCATIONS FOR SOLID BLOCKING
PLLC
18.75
_,
TO BE BY ROOF TRUSS MANUFACTURER
SUPPLIED
8" RAISED HEEL @ UPPER ROOF TRUSSES.
23623 20th Ave. W
'
9
III
7.25" RAISED HEEL @
UPPER LEVEL ROOF
RAISED HEEL @ UPPER & LOWER LEVEL ROOF TRUSSES
10" RAISED HEEL @ LOWER ROOF TRUSSES
T
UPPER LEVEL CEILING AT ATTIC
BUSSES
RAISED HEEL HEIGHT @ UPPER & LOWER LEVEL ROOF
TRUSSES. ROOF PLAN)
Bothell WA 98021
WINDOW HEAD SEE ASSEMBLY NOTES BELOW FORCIO
(SEE
-
METAL DRIP EDGE
-
�
SEE UPPER LEVEL ` CEILING CONSTRUCTION
�
MEMBRANE @LOW -SLOPE ROOF
TO EXTEND DOWN
425-806-3703
PORCH ROOF / CEILING FRAMING: SEE STRUCTURAL
FLOOR PLAN FOR
WINDOW HEAD ` Bedroom #3
THIS LOW -SLOPE ROOF WILL HAVE ICE -WATER SHIELD
- - INTO GUTTER
DRAWINGS FOR ALL FRAMING INFORMATION
HEIGHTS (TYP)
MEMBRANE BELOW ASPHALT SHINGLES
GUTTER GUARD. SEE
wwwCarIColsonArchitect. corn
PRIMED AND PAINTED SMOOTH PLYWOOD
-
EXTERIOR WALL
SEE WALL CONSTRUCTION
PRIMED AND PAINTED HARDIE PANEL AT ENTRY AND
PRIMED AND N
r ROOF PLAN SHEET
PAINTED SMOOTH r`
SHEATHING AT AREA OF EXPOSED EAVES (TYP)
o
ASSEMBLY NOTES BELOW FOR
KITCHEN PORCH CEILINGS. SEE STRUCTURAL DRAWINGS
EXTERIOR PER ROOF PLAN FOR TYPE
Commercial & Residential
EXTERIOR WALL CONSTRUCTION
FOR PORCH ROOF / CEILING FRAMING INFORMATION
PLYWOOD PTD. ALUM GUTTER
SHEATHING AT PRIMED & PTD. 5/4 x 8
Architecture
PARALLEL CHORD WOOD FLOOR TRUSSES
AREA OF EXPOSED CEDAR FASCIA BOARD
@ UPPER LEVEL ONLY. (FRAMING SHOWN EAVES (TYP)
�
IS SCHEMATIC ONLY - SEE STRUCTURAL
DRAWINGS FOR SIZE, FRAMING LAYOUT,
SEE ROOF PLAN FOR
Binder /Veilleux
,'
' AND SUPPORTING BEAMS AT THIS AREA)
ROOF OVERHANG
r
WRAPPED
DIMENSIONS
Level 2 77
10.66 - - 2'-0" 0STRUCTURAL
- - _
BEAM
Upper & Lower Roof Eave
11
Residence
Level 1 Tom Plat
- 1 = 1 -0
Pro-ject Address
9.09
CEILING BOX BEAM WRAPPED W/ PRIMED AND
HEADERS @EXT. DOORS &WINDOWS ATTIC ACESS HATCHES
TRUSS MANUFACTURER: GIRDER TRUSS
R-49 INSULATION @ATTIC SPACE (TYP)
8912 192nd St. SW
PAINTED 1 x CEDAR WOOD TRIM). SEE STRUCT.
DRAWINGS FOR BEAM SIZES
ALL HEADERS @EXTERIOR WALLS SEE FLOOR PLAN FOR ALL ATTIC DESIGN FLOOR TRUSSES OR BEAM. SEE
SHALL BE INSULATED PER CODE ACCESS HATCH LOCATION TO HAVE THIS 24" WIDE STRUCTURAL
Edmonds WA 98026-6129
STANDARDS (TYPICAL)
DRAWINGS
i
DUCT CHASE
SEE SHEET A-3.1 FOR PORCH COLUMNS DETAIL
FLOOR CONSTRUCTION
INTERIOR WALL FLOOR TRUSS
SEE ASSEMBLY NOTES BELOW SEE WALL CONSTRUCTION INSTALL
SEE WINDOW SCHEDULE SHEET FOR ALL INTERIOR &
FOR FLOOR CONSTRUCTION
ASSEMBLY NOTES BELOW DRAFTSTOPS IN
EXTERIOR DOOR &WINDOW TRIM INFORMATION
00
OVER UNHEATED AREA
FOR INTERIOR WALL FLOOR I CEILING
Project Client
Minimum R-10 T
Entr Hall
CONSTRUCTION ASSEMBLIES SO
CASED OPENING w/ TRIM
Deborah Binder & Gaetan Veilleux
insulation. Table r
R402.1.1 (m), 2015
FLOOR FRAMING THAT CONCEALED
EA2x6 (@ 16" O.C.) KNEE WALL FRAMING IS SCHEMATIC SPACE DOES NOT
SEE TRIM DETAILS FOR TRIM @ CASED OPENINGS
8816 207th Place SW,
WSEC
(PRESSURE TREATED SILL ONLY. SEE STRUCTURAL EXCEED 1,000 S.F.
4" CONC. PATIO SLAB OVER COMPACTED GRAVEL
BASEMENT WATERPROOFING &
Edmonds, WA. 98026
LINE OF STRUCTURAL COLUMN. SEE STRUCT.
DRAWINGS
PLATE) WITH W.R.B. OVER 112" DRAWINGS FOR ALL FLOOR
EXT. PLYWOOD SHEATHING. JOIST SIZES, SPACING,
HOLD TOP OF CONCRETE SUPPORT POSTS, AND
WALL 6"ABOVE EXTERIOR POST FOOTINGS
Entry Porch � FOOTING_ Stairs
FILL. HOLD SLAB DOWN 1-1/2 BELOW FLOOR LEVEL.
SLOPE SLAB TO DRAIN AWAY FROM HOUSE.
Dining Room
BASEMENT PUMPS
BUILDER NOTE:
ALL BASEMENT WATERPROOFING
Sheet Title
•
� N
Be and
Hall (Be>>��
FLOORR-38IN
MATERIALS, TECHNIQUES, DRAIN
BuildingSection
Level 1 _
r
INSULATION
R-38 INSULATION @FLOORS OVER UNHEATED SPACES
INSTALLATION, AND SUMP PIT / SUMP PUMP
0.00
°°°
TYPES AND INSTALLATION LOCATIONS
i ao o°�°�°�°�°�°�° °�° °�°�°�°�°�° °�° °�°�o�°°,°�°�°�°
SHALL BE SELECTED BY BUILDER AND H I S
FOUNDATION VENTS
RAISED FOUNDATION WALL (TYP).
a
VENTILATED CRAWL SPACE: 2" CONC. RAT SLAB (SLOPE TO DRAIN) OVER VAPOR °� �° °�
WATERPROOFING SUBCONTRACTOR /
SEE EXTERIOR ELEVATION DRAWINGS FOR -III III+III
I
L SEE FOUNDATION PLAN FOR DETAIL I
d°` I-' SLOPE SLAB TO DRAIN @ EXT. I
CRAWL SPACE ACCESS
SEE FLOOR PLANS FOR CRAWL
BARRIER OVER SLOPING 2" PEA GRAVEL FILL OVER SLOPING SUB -GRADE
SLOPED TO DRAIN TIED TO ROCK FILLED TRENCH IN REAR YARD. REFER TO
I , n _ III III
I °
CONSULTANT.
LOCATIONS & VENT CALCULATIONS ON
FOUNDATION PLAN SHEET I
L_
M FOOTING. SEE FOUNDATION PLAN
= I
— LIB °
SPACE ACCESS HATCH
Unfinished Storage Stairs
ARCHITECTURAL FOUNDATION DRAWINGS FOR LOCATION OF CRAWL SPACE
DRAINS. SEE FOUNDATION PLAN FOR LOCATION OF FOUNDATION VENTS
r _
I " I
J �LI
THIS INCLUDES DRAINS FOR THE EXTERIOR
WINDOW WELL AT THE BASEMENT. ALL
CRAWL SPACE BARRIER r - -
VAPOR BARRIER.AS SPECIFIED IN NOTES ON THIS
PAGE. EXTEND UP SIDE WALLS A MIN. OF 12" r L
° °°, °°o o°o o°°
- -�- - ° °° °°°°°°°°°°
°° °�.°— —� — ° I
°° ° �:�°� I
Basement (Beyond) I
I
° ° ° ° — —
,.^,';c,CF,J°.^,';c,CF,J°^;';c,CftJ°^;,c,Cf�,°.,.�;c,CFi`,°.,•co,
°""° °"''`° °"'`° `"'°° °° ' `° ° -
°� —
—III
_ — — — — -L_ i - �
- -
—7.— mo. I
�. ?�°,. J
DRAINAGE ITEM T BE COORDINATED WITH
CIVIL ENGINEERING DRAINAGE UTILITY
7543
REGISTERS
- -
ICY)— —
I
I
CRAWLSPACE BARRIER I 1 I I
— — — — — — — — -
DRAWINGS.
ARCHITECT
CRAWL SPACE ACCESS
SEE FLOOR PLAN FOR CRAWL SPACE ACCESS
-
III III I
CONNECT CRAWL SPACE DRAINS TO - I
BASEMENT SLAB
4" REINFORCED CONC. SLAB (w/ I
THICKENED EDGES) OVER VAPOR I
VAPOR BARRIER.AS SPECIFIED IN NOTES ON THIS PAGE. -
EXTEND UP SIDE WALLS A MIN. OF 12"
CRAWL SPACE BARRIER III III III III
FOOTING DRAINS IN FILTER FABRIC SOCK AND GRAVEL FILL
FILTER FABRIC @TOP & SIDE OF GRAVEL FILL. CONNECT TO
- DRAINAGE SYSTEM PER CIVIL DRAWINGS
ALL PUMPS SHALL BE CONNECTED TO
EMERGENCY GENERATOR IN EVENT OF
HATCH
EXTERIOR FOOTING DRAINS (TYPICAL) _ I r
BARRIER OVER 24" WIDE x 2" R-10 I
VAPOR BARRIER.AS SPECIFIED IN NOTES ON THIS
FOUNDATION VENTS & WELLS
POWER FAILURE.
CARL J. COLSON
CRAWL SPACE CLEARANCE
bo
- I
RIGID INSULATION OVER 4"
L.lNSTALL
PAGE. EXTEND UP SIDE WALLS A MIN. OF 12"
SEE EXTERIOR ELEVATION DRAWINGS &
SATE OF WASHINGTO
PER DRAWING
SEE STRUCTURAL DRAWINGS FOR ALL FLOOR I
FRAMING AND SUPPORT POSTS, FOUNDATION I
CRACK CONTROL JOINTSI
- BASEMENT WALL WATERPROOFING
SEE CONSTRUCTION ASSEMBLY NOTES BELOW
FOUNDATION PLAN FOR LOCATIONS & VENT
CALCULATIONS ON FOUNDATION PLAN SHEET
P R E P R I M I NG AND PAINTING OF
WALLS & FOOTINGS IN CRAWL SPACE (TYPICAL)
INTERIOR FOOTING DRAINS
FOR BASEMENT WALL WATERPROOFING SYSTEMS
CONTRACTOR NOTE
EXTERIOR WOOD SURFACES
'Issued For Permit: April 72020
BASEMENT PERIMETER DRAINAGE SYSTEM I
CONNECTED TO SUMP PUMP PIT
I
2 x 4 FURRING WALL w/ R-21 BATT INSULATION. 1" AIR
-
TOP & BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE
i
Basement
TIE DRAINS INTO SUMP PUMP AT LOCATION I
I
SPACE BETWEEN INSULATION &CONCRETE WALL. TYP
ONLY. ACTUAL ELEVATIONS WILL DEPEND UPON FINISH GRADE
& DEPTH OF BEARING SOIL @ ALL FOOTINGS)
ANY NATURAL WOOD SIDING OR WOOD
-9 27
SHOWN ON CIVIL ENGINEERING DRAWINGS. ° °°° ° °°° ° °°° °` °° °` °° °` °°° °` °°° ;` °° ` °°° ` °°° ° °°° ° °°°"
° o ° ° o ° o° ° oo°o�oo°o�oo°o� ,,, ° ° ° °
_ (TYPICAL
Z-0"WIDER-10RIGID INSULATION BELOW SLAB Per Ener Credit of 1a chosen
TRIM @a EXTERIOR SHALL BE PRE-
Document Set T e:
COORDINATE ALL DRAINAGE SYSTEMS w/ CIVIL �° ���Clo� ° ° ° °a
ENGINEERING DRAWINGS
y` ° "°°� ° @ PERIMETER WALLS OF BASEMENT w. R-5 R-10 to be the perimeter and
PRIMED (BY PAINTER OR SUPPLIER) AT
Revision SCi72CiU16
(TYPICAL) °
under entire slab,° Q a °�- ALL SIDES BEFORE INSTALLATION AND
INSTALL DRAINS AT LEAST 12" BELOW FINISH °°°�'-� °° ° BASEMENT FOOTINGS ° ( )
CONCRETE FOUNDATION WALLS
FLOOR SLAB LEVEL. COORDINATE wl - °�°°�
SEE STRUCTURAL DRAWINGS FOR
°o (TYP)
SHALL BE PAINTED W/ EXTERIOR PAINT
BASEMENTDRAINAGESUBCONTRACTOR(TYP) III
WIDTH OF ALL
' ' I I I I I I I I
I I I I I Binder North - South Section
AS SELECTED BY OWNER.
Rev.
WALL FOOTINGS
TINGS(YP)
WALLLLFOUN A TINDRAI S ,
INSTALL FOUNDATION DRAINS PER
11 1 "
ALL EXTERIOR WOOD TRIM SHALL HAVE
#
Date
Description
CONSTRUCTION ASSEMBLY
NOTES
i'
GEOTECH'S SOIL REPORT (TYP)
'�� 3/8 = 1 -0
SMOOTH SURFACE
WALL ASSEMBLY NOTES
WALL & CEILING PENETRATIONS
FLOOR, STAIRS, GUARDRAILS
PORCH CONSTRUCTION
WATER HEATER
GARAGE REQUIREMENTS
SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND FASTENERS ON SHEET A 1.2
REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE FOR REQUIREMENTS FOR ALL
PENETRATIONS THRU RATED WALLS, FLOOR/CEILING, AND CEILING/ROOF.
FRONT PORCH & REAR PATIO
A GAS WATER HEATER SHALL BE INSTALLED IN MECHANICAL ROOM. REFER
OCCUPANCY SEPARATION
FIRE RATED ASSEMBLIES
FLOORS /CEILINGS
TO FURNACE &WATER HEATER NOTES FOR INFORMATION
OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE
REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION
ROOF ASSEMBLY NOTES
GLUE 3/4" T&G PLYWOOD SUBFLOOR (SCREWS @ 6" O.C. @EDGES - 10" O.C.
AT INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED FLOOR JOISTS
ENTRY PORCH &REAR PATIO SHALL HAVE STAMPED CONCRETE FLOOR
SLABS AS SELECTED BY OWNER. PORCH & PATIO CEILINGS SHALL BE
PLUMBING NOISE CONTROL & INSULATION
5/8" TYPE X G.W.B. (TYP)
CEILINGS:1 LAYER ON ALL TRUSSES AND TJI's (1 LAYER ON STICK FRAMING @
REQUIREMENTS BETWEEN GARAGE AND LIVING SPACE
ROOF /ATTIC VENTILATION
OR TRUSS - GLUE TO EACH JOIST. FLOOR LOAD: 10 PSF DEAD LOAD 40 PSF
PRIMED / PAINTED HARDIE PANEL.
NOISE CONTROL
16" O.C. OR LESS)
TYPICAL EXTERIOR WALL CONSTRUCTION
LIVE LOAD. INSTALL 1/2" PTD. G.W.B. CEILING AT UNDERSIDE OF JOISTS.
ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM
WALLS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING / 1 LAYER ON
HARDIE-PLANK LAP SIDING (SMOOTH FINISH AND MATCHING CAULK) W/ 6" EXPOSURE
BIRD BLOCK VENTS @ ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN ON
INSTALL R-38 BATT INSULATION BELOW PLYWOOD SUBFLOOR OVER
FI R E B LOCKI NG
PIPE INSULATION. HOT WATER LINES SHALL BE WRAPPED W/ R-5 INSULATION
WALLS TO SUPPORT PROTECTED CEILINGS
DRAWING USE NOTIFICATION
OVER BENJAMIN OBDYKE HYDROGAP DRAINABLE HOUSEWRAP OVER 1/2" EXT. PLYWOOD
ROOF PLAN. SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/300th ATTIC AREA
UNHEATED AREAS.
INTERIOR PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT
POSTS AND BEAMS: 1 LAYER
This set of drawings is being issued as a Progress or Permit Set of Drawings
OR 7/16" O.S.B.. SHEATHING OVER 2x6 STUDS @ 16" O.C. W/ R-21 BATT INSULATION AND
( )
ROOF VENTILATION W/ 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE CROSS
SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES.
FIREBLOCK CONSTRUCTION
INSULATION.
DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE WOOD DOOR WITH SELF
and is subject to change and adding of additional information 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
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.
SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING GYPSUM
WALLBOARD REQUIREMENTS.
1. INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015
PLUMBING LINES
CLOSER AND WEATHERSTRIP
drawings as required b review of the Building Department in the
g q Y g p
ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS.
EXTEND TO A POINT 12" VERTICALLY ABOVE INSULATION.
STAIR / STEPS CONSTRUCTION
EDITION OF THE 2015 INTERNATIONAL RESIDENTIAL CODE.
2. PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT VERTICAL
PEX SUPPLY (WATER HOT AND COLD), ABS FOR VENT, AND CAST IRON FOR
GARAGE INSULATION
AT WALLS BETWEEN GARAGE AND HEATED SPACE, INSTALL 2x 6 STUD WALLS
jurisdiction where this project is located.
DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS
ANY NATURAL WOOD SIDING OR WOOD TRIM @ EXTERIOR SHALL BE PRE -PRIMED AT ALL
SIDES (BEFORE INSTALLATION) AND PAINTED W/ EXTERIOR PAINT.
TYPICAL ROOF CONSTRUCTION
1) MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11": HEADROOM
OPENINGS WHERE EXHAUST FAN DUCTS ARE ROUTED TO ROOFTOP
WASTE THAT RUNS THROUGH LIVING SPACE. ABS WASTE IN BASEMENT
SLAB OR CRAWLSPACE.
(@ 16" O.C.) W/ R-21 BATT INSULATION. AT CEILINGS BETWEEN GARAGE AND
DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP
APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF
SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS.
CONTRACTOR SHALL INSTALL A 40 YEAR ASPHALT COMPOSITION SHINGLES w/
COLOR AND MANUFACTURER SELECTION BY OWNER;
MINIMUM SHALL BE 6'-8": WIDTH SHALL BE 36" MINIMUM. REFER TO FLOOR
EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE.
3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN
DRYER VENTING
HEATED AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED
JOISTS, INSTALL R-10 RIGID INSULATION BELOW SLAB AT HEATED AREAS.
THE PERMIT REVIEW PROCESS.
PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD
2012
"WHERE
TYPICAL INTERIOR WALL CONSTRUCTION
OVER OWENS CORNING PROARMOR 42-IN X 286-FT 1000-SQ FT SYNTHETIC ROOF
UNDERLAYMENT OVER SHEATHING AS SCHEDULED BY STRUCTURAL ENGINEER
(
DIMENSIONS.
2. HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND
)
EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND AS FOLLOWS:
DRYER VENTING - W.S.E.C. SEC. M1502.4.5 STATES, THE EXHAUST DUCT
IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT
DUCTS IN GARAGE
Do not use this drawing for Bidding or Estimating Purposes unless
authorized by Client. During Construction Phase, the Clients General
LEVEL 4 DRYWALL FINISH: 1/2" PAINTED GYPSUM WALLBOARD GWB AT EACH SIDE OF
( )
OVER SCHEDULED FRAMING MEMBERS.
PLACED MINIMUM 34", MAXIMUM 38" ABOVE TREAD NOSING.
A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE
CEILING
LENGTH OF THE EXHAUST DUCT SHALL BE INDENTIFIED ON A PERMANENT
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF
Contractor (Builder) or Developer shall be responsible for ensuring that all
WALL W/ 2x4 STUDS @ 16" O.C. USE 1/2" WATER RESISTANT GYP. BD. @ ALL KITCHEN,
BATHROOM, AND LAUNDRY ROOM LOCATIONS. USE WONDERBOARD CEMENT
ALL ROOF VALLEYS SHALL HAVE A 36" WIDE CONTINUOUS STRIP OF GRACE
SELECT 25 MIL PEEL-N-STICK MEMBRANE (EQUALLY SPACED AT CENTERLINE OF
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
AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND
LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT. OF THE
EXHAUST DUCT CONNECTION".
A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND
Construction Personnel of the General Contractor and all Subcontractors
BACKERBOARD) BACKING BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS
ROOF VALLEY) AND DARK BRONZE METAL VALLEY FLASHING
PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION
HORIZONTAL.
INSTALL DOWN VENT METAL DRYER BOX BEHIND DRYER AND EXTEND METAL
SHALL HAVE NO OPENINGS INTO THE GARAGE.
are supplied with all Approved and most current documents.
ARCHITECTURAL COPYRIGHT
GARAGE WALL CONSTRUCTION
REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES.
REFER TO STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS
OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS.
HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND
DUCT TO SIDEWALL OF HOUSE.. SEE UPPER FLOOR PLAN FOR NOTES.
DUCTS IN GARAGE
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
(SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION
AND ATTACHMENT INFORMATION ON ALL STRUCTURAL MEMBERS.
THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.
COVE CEILINGS.
C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
SPRINKLER SYSTEM
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED
This sheet of drawings may not be reproduced in any form without prior
BETWEEN GARAGE AND LIVING AREAS)
REFER TO ROOF FRAMING PLAN FOR ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE
4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30" ABOVE GRADE,
BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE
THIS RESIDENCE NOT REQUIRED TO BE SPRINKLERED.
OF A MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL
approval of Carl Colson -Architect PLLC.
pp J
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-
LOAD PER STRUCTURAL DRAWINGS.
BRACE WALLS PER 2015 INTERNATIONAL RESIDENTIAL CODE
PROVIDE GUARDRAILS NOT LESS THAN 36"HIGH WITH INTERMEDIATE
MEMBERS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS
RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.
INSULATION R-VALUES
AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
These document, the ideas, and designs incorporated herein as an
instrument Carl Colson Architect
PRIMED AND PAINTER CEDAR OR HARDIE-PLANK HORIZONTAL LAP SIDING OVER
THROUGH. (DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS
D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES
of service shall remain the property of J.
G L DRAINABLE
FOUSEWER WEATHER" EXT. DRAINABLE OR BENJAMIN OBDYKE BUILDING
HOUSEWRAP OVER 1/2" EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS
ROOF GUTTER CONSTRUCTION
REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS.
WITHIN INDIVIDUAL UNITS MAY USE 36" HIGH GUARDRAILS).
)
ALL STAIRS SHALL HAVE SOLID RISERS (EXTERIOR STAIR TREADS AND
AND
SIMILAR OPENINGS THAT AFFFORD A PASSAGE FOR FIRE AT CEILING AND
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.
PLLC and are solely for the use on this project only. These files, drawings,
ideas, or designs may not be transmitted electronically without express
FOR LOCATION OF CULTURED STONE VENEER TO BE APPLIED IN LIEU OF WOOD SIDING.
RISERS SHALL BE TREX TYPE SYNTHETIC SURFACES).
FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS.
E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR
INSULATION CERTIFICATE
permission of Architect. They are not be used by the client or any other
WALL ANCHORING
CEILINGS AT ATTIC SPACE
FACTORY BUILT CHIMNEYS.
party or entity on other projects, in whole or part, or as an extension to this
UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS, BOLT APPROVED
1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR
BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260
GUARDRAILS ARE TO BE DESIGNED TO RESIST A 200 LB. CONCENTRATED
LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS.
HEATING / PLUMBING NOTES
IN ADDITION TO INSULATION REQUIREMENTS NOTED ELSEWHERE IN THIS SET OF
DRAWINGS, THE FOLLOWING REQUIREMENTS FROM THE 2015 W.S.E.C. SHALL BE
project except by agreement in writing with appropriate financial
compensation to Carl J. Colson- Architect PLLC.
MUD SILL (PER SEC 2317.4 TO TOP OF CONIC. WALL W/ 5/8" x 10" ANCHOR BOLTS @ 4'-0" O.C.
& V-0' O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT MUDSILL
OVER SCHEDULED CEILING JOISTS @ 24" O.C. W/ R-49 BATT INSULATION.
PATIO CONSTRUCTION
FOLLOWED:
Copyright Carl J. Colson - PLLC, 2020. All rights reserved. O
Project Number
BASEMENT WALL WATERPROOFING
CONC. SLAB / INSULATION
1) ALL PATIOS SHALL BE CONSTRUCTED WITH THE FOLLOWING MATERIALS:
SEE ELECTRICAL PLAN, VENTILATION NOTES, & AIR QUALITY NOTES ON
SHEET A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS
1) INSULATED HEADERS (ALL VOIDS FILLED TO MIN. R-10.
2) NO WALL STACKS IN EXTERIOR WALL CAVITIES
TUFF-N-DRI H8 WATERPROOFING MEMBRANE AT ALL BELOW GRADE BASEMENT WALLS.
INSTALL TREMCO BARRIER SOLUTIONS DRAINSTAR Z-DRAIN (DRAINAGE MAT W/ FILTER
CONCRETE FLOOR SLAB
PATIO SURFACE: 4" CONCRETE SLAB ON COMPACTED GRAVEL/FILL WITH
EXPOSED AGGREGATE FINISH. SEE FLOOR PLAN FOR CONTROL JOINT
GAS FIRED FURNACE / HEAT PUMP HEATING SYSTEM
3) DUCTS IN FLOOR/CEILING ASSEMBLIES SHALL NOT DISPLACE R-30 INSULATION
4) RETURN AIR MUST BE DUCTED (NON -DUCTED JOIST BAYS NOT ALLOWED).
A-401
Sheet Issue Date
FABRIC) OVER WATERPROOFING MATERIAL. INSTALLATION BY MANUFACTURER APPROVED
LOCATION.
HEAT WILL BE SUPPLIED BY 2 GAS FIRED FURNACE /HEAT PUMPS W/ FRESH
5) PER SELECTED ENERGY CREDIT OPTION, WINDOWS SHALL HAVE A U VALUE OF
04/22/13
INSTALLERS PER MANUFACTURER DETAILS AND REQUIREMENTS. CONTRACTOR MAY
SUBSTITUTE WATERPROOFING SYSTEM w/ OWNERS APPROVAL ONLY.
ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4"
THICK OVER UNDERSLAB VAPOR RETARDER (STEGO WRAP 15 MIL. REINFORCED
2) PATIOS SHALL BE CONSTRUCTED AS SHOWN ON LOWER LEVEL FLOOR
PLAN DRAWINGS.
AIR INTAKE AND INTEGRATED WHOLE HOUSE EXHAUST FAN (W/ TIMER).
GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL
0.28, R-38 INSULATION IN FLOORS OVER UNHEATED AREAS, R-10 RIGID INSULATION
BELOW SLAB AT ALL HEATED AREAS
04/22/2
Drawn By
PLASTIC) OVER 4" FREE DRAINAGE GRAVEL (W/ NO FINES).
COORDINATE ALL DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR
6) ALL PLUMBING WALLS SHAVE HAVE SOUND INSULATION AND ALL PLUMBING
�
Author
Building Section
CRAWL SPACE NOTES
SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION.
TO FRAMING PROCESS. ALL DUCTWORK IN UNHEATED SPACE SHALL BE
LINES SHALL BE WRAPPED W/ FOAM PIPE INSULATION
04/22/2020 12:26:59 PM
Scale
CONCRETE SLABS BELOW HEATED AREAS SHALL HAVE R-10 RIGID INSULATION (2"
INSULATED DUCT WITH A MIN. RATING OF R-8. MAIN FURNACE / HEAT PUMP
CRAWL SPACE VAPOR BARRIER
THICK) BELOW SLAB. PROVIDE P.T. 2x4 BETWEEN SLAB EDGE AND FOUNDATION WALL
SHALL SUPPLY AIR FOR BASEMENT AND MAIN LEVEL. SECONDARY FURNACE /
As indicated
Sheet Plot Date 4/7/2020 12:59:00 PM
THIS CRAWL SPACE SHALL HAVE A 2" CONCRETE RAT SLAB OVER GRAVEL FILL. SEE
WHERE SLAB IS LESS THAN 2' BELOW FINISH GRADE. SEE STRUCTURAL DRAWINGS
FOR ANY CONCRETE REINFORCING
HEAT PUMP SHALL SUPPLY AIR FOR UPPER FLOOR
VAPOR BARRIER NOTES IN THE CONCRETE FLOOR SLAB NOTES @ NEXT COLUMN
www.CarlColsonArchitect.com
DOOR & WINDOW INTERIOR TRIM
ALL DOOR & WINDOW INTERIOR TRIM SHALL BE PRIMED
AND PAINTED MDF
Tuic innnGE SHOWS TRIM DETAIL AT HEAD OF
S, DOOR, AND EDGE OF LOWER LEVEL CEILING
M FACE THAT FACES GREAT ROOM OPENING
17ed'f1i-1A"'Idp, CLASSICAL CRAFTSMAN
riiai rrAll: WOHCW I W S45SE
WOST001 — of foirr ssylrs of rlx Chusir rtmrrinrn Molding Collrrmian
THESE TRIM DETAILS ARE TO BE USED ON:
1) ALL LEVEL 1 CASED OPENINGS
2) ALL INTERIOR WINDOWS
31 ALL INTERIOR DOORS CD
(SEE DETAIL PHOTO ABOVE)
iz
CASED OPENING, DOOR & WINDOW INTERIOR TRIM o
ALL LEVEL 1 DOOR & WINDOW INTERIOR TRIM Q
SHALL BE STAINED FIR.
W
ALL LEVEL 2 DOOR & WINDOW INTERIOR TRIM z
SHALL BE PRIMED AND PAINTED MDF
Y
0
0
CC-
z
J
Q)
2 CASED OPENINGS @ DINING ROOM co
REFER TO PLAN FOR CASED OPENING WIDTH
z
W
CL
0
0
w
U
Z
W
x
Y
Z
0
Cr
0
Z
J
CASED OPENING Ca DINING
0
ROOM TO HALLWAY
WINDOW / DOOR / CASED OPENINGS TRIM DETAILS
Provide artificial light
source per R303.6
Stair Guard Min. 34",
Handrail height above
stair 34" to 38" Max
A 4" sphere cannot
pass through the
space between
treads. ---�
36" min. landing
Z
36" ininto top of guard
1
-� Graspable Handrail 1 IY4" min,
to 2" max.. Handrail ends shah
be returned or shall terminate
at a newel post or safety
i terminals.
Intermediate rams
spaced so that a
4" sphere shall not
pass through
1
10" min.
00
or min. 11"tread
ol
Rise -fan -rail opening
spaced so thata B" sphere
shall not pass through
Guard and handrail to
sustain 200 lb. load
Guard balusters to
sustain 50 psf load
STAIR REQUIREMENTS PER 2015 IRC
Install '/-" gypsum
board on walls and
ceilings of a I I useable
interior space under
stairs.
0
I
J 7_
�o� - --
�1�
-
)000O
I
I
I I
I
I
I I
I I
I
F---1
DD
J I
I I o
I O
I I
� I
I � ,�-5112
L� DROPPED FURR-DOWN WI
HEAVY DASHED LINE I I? BOTTOM 8'-0" ABOVE
INDICATES LOCATION I I I FLOOR
OF CROWN MOLDING I I Ir
o I @ CEILING AS I I Ii
SELECTED BY II
OWNER I (TYP)
CASED OPENING (W/ TRIM
II
& TRANSOM PANEL) @ I I
THIS AREA
EQ EQ
L --1
1 j
DI --
r--� ___ �_-i
TOP OF TRIM @
CASED OPENINGS &
INTERIOR TRANSOM l
STAINED FIR WRAPPED I I I PANEL TO ALIGN w/ I �-
STRUCTURAL RIDGE BEAM I TOP OF TRIM @ PATIO
TRANSOM PANEL
_1�0)111J0
-77 1 1 11 HEAVY DASHED LINE I ---
M7I I I INDICATES LOCATION r
OF CROWN MOLDING
Great Room I I I I I @CEILING AS
SELECTED BY
(Wood Ceilin) I I 1 1 1 OWNER (TYP) ��I HIMSTAINED FIR WRAPPED
TRIPLE 2 x 6 FLAT (TYP)
I I Illi II II
I Ll i
I j111 I � I J
77F7WI 7D7 I 1 L— ------ —J
STAINEDrr—
STRUCTURAL RIDGE BEAM I — O U
IIIIIIIIIIIIII
STAINED FIR 1x BOARDS @ I OOQOO _ �
CEILING AS SELECTED BY
OWNER
111111 IIIII _ Qli
=C o -
Ooo Ll
OOQOO =
J
- — - —
Great Room Ceiling Plan Notes & Crown Molding Plan
1 /4" = 1 '-0"
Section Thru Great Room Ceiling Trim & Beams
F
I I
I I
L—J
i
L
y Rp-view
04/22/2020 1226:59 PM
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912192nd St. SW
Edmonds, WA 98026-6129
Project Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Interior Details
7543 REGISTERE
1 ARCHITECT
CARLL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: A-Dril 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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 transmitted 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, 2020. All rights reserved.
Project Number
Sheet Issue Date
12/08/18 A-4,02
Drawn By
Author Interior Details
Scale
As indicated Sheet Plot Date 4/7/2020 12:59:27 PM
www.Car1Co1sonArchitect.com
1 /2" = 1 '-0"
WINDOW / DOOR FLASHING DETAILS
WINDOW HEAD
�INDOW JAMB
HING
INSTALL WINDOW SILL ERAPPLICATION NDETAIL
Step 1: Prepare the WRB at the rough
A
CEDAR SIDING
PRIOR TO AND DURING
opening: install a small section of house
it
BUILDING PAPER
WINDOW INSTALLATION
p ( N7
wrap below the sill referred to as an
CEDAR SIDING
SELECTED WINDOW - SEE
WINDOW SCHEDULE FOR TYPE
"apron"); alternatively, install self-adhesive
BUILDING PAPER
PLYWOOD SHEATHING
o PTD. MDF SILL
pan flashing with split backing (where the I
PLYWOOD SHEATHING
1 I
o ' I
Carl J. Colson - Architect
release paper backing can be removed incre-
I
METAL FLASHING
SEALANT @ JOINT
i SEALANT & BACKER ROD
mental) to seal to the house wrap later.
Y) p
L7��
BATT INSULATION (R-21)
N ilk
BATT INSULATION (R 21)
2x PRIMED &PAINTED CEDAR
PLLC
Step 2: Install pan flashing: cover the rough
(1) LAYER OF 1/2"GWB
=
(1) LAYER OF 1/2" GWB
1 I SILL W/ SLOPED TOP
22�� 5/4 x 4 PAINTED CEDAR
23623 20th Ave. W
sill and extend onto the face of the wall/
WRB. rA.
FLASHING MEMBRANE PER
APPLICATION DETAIL
5/4 x 6 PRIMED & PAINTED
CEDAR WOOD TRIM
WOOD TRIM W/ DRIP EDGE
Bothell, WA 98021
Step 3: Install the window: according to
/
PERSTRUCTURAL DRAWIN
HEADER P DRAWINGS
FLASHING MEMBRANE PER
APPLICATION DETAIL
� (1) LAYER OF 1/2" GWB
BATT INSULATION R-21 )
425-806-3703
manufacturer instructions.
,I(
l
5/4 x 6 PRIMED &PAINTED CEDAR
PLYWOOD SHEATHING
Step 4: Install the jamb flashing: over
l
TWOOD
TRIM W/ DRIP EDGE
l i
wwwCarIColsonArchitect.com
window flange and pan flashing and extend -
oa , l
oa
0 , ,
PAINTED MDF CASING & TRIM
METAL FLASHING
Commercial &Residential
above the head flange.
�� i
0
Step 5: Install the head flashing: over and
SELECTED WINDOW - SEE
WINDOW SCHEDULE FOR TYPE
_ SELECTED WINDOW - SEE
WINDOW SCHEDULE FOR TYPE
BUILDING PAPER
PAINTED CEDAR OR
Architecture
beyond the jamb flashing (and over the win-
LINE OF CEDAR SILL BELOW
HARDI-PLANK SIDING
•
Binder / Veilleux
daw drip cap if installed). METAL FLASHING
NOTE: ALL CEDAR HEADS, SILLS, AND JAMB
Step 5: Integrate the WRB: Install house
TRIM SHALL BE PRE -PRIMED AT ALL SIDES
wrap shingle -fashion, integrated with the
PRIOR TO INSTALLATION - NO EXCEPTIONS
apron, and seal house wrap at jambs and
Window Details
Head - jamb - Sill
Residence
head using sealant (beneath the house wrap)
or construction tape. SILL FLASHING NOTE:
3�� = 1 V-O"
Project Address
11 INSTALL BENJAMIN OBDYKE
8912 192nd St. SW
HYDROCORNER SILL FLASHING @ ALL WINDOW SILL
INSTALL BENJAMIN OBDYKE HYDROFLASHO GP SILL /
Edmonds, WA 98026-6129
PENETRATION FLASHING OVER CORNER SHIELD, AS EXTRA
PREVENTION FOR LEAKS @ SILL CORNERS
HEAD FLASHING NOTE: SEE NOTE BELOW
Project Client
DRAWING FOR INSTALLATION OF METAL
Deborah Binder & Gaetan Veilleux
HEAD FLASHING @ THIS AREA
8816 207th Place SW,
Edmonds, WA. 98026
rr��1
Sheet Title
Window Door
I
-
Flashing
WEATHER RESISTIVE BARRIER
HYDROGAP DRAINABLE HOUSEWRAP
(BENJAMIN OBDYKE) W/ BENJAMIN
OBDYKE HYDROFLASHO GP SILL /
PENETRATION FLASHING AND BENJAMIN
OBDYKE HYDROCORNER SILL FLASHING
7543
REGISTERS
/�ARCHITECT
HEAD FLASHING NOTE:
G'l�
AT WINDOW HEAD METAL DRIP
CARL J. COLSON
FLASHING: INSTALL METAL HEAD
S ATE OF WASHINGTO
FLASHING @ WINDOWS &
EXTERIOR DOORS PER THE
DETAIL BELOW.
Issued For Permit: April 7, 2020
Housewra P
Document Set Type :
Revision Schedule
Rigid cap flashing
Rev.
Flashing tape
#
Date
Description
over head trim
10'to15'
slope
r
r_. r
J
Flashing
Flashing
tape
DRAWING USE NOTIFICATION
overtop
This set of drawings is being issued as a Progress or Permit Set of Drawings
window
and is subject to change and adding of additional information and
flange
drawings as required by review of the Building Department in the
jurisdiction where this project is located.
'/4-i
DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS
n. gap
beneath
DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP
APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF
siding
THE PERMIT REVIEW PROCESS.
Head trim/ZDo
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
4
Flashing tape
are supplied with all Approved and most current documents.
over side
window flange
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, 2020. All rights reserved. O
Project Number
A-50 2
Sheet Issue Date
�
04/22/2
03/28/20
Drawn By
o Review
Author
Window & Door Flashing
04/22/2020 12:26:59 PM
Scale
3" = 1'-0"
Sheet Plot Date 4/7/2020 1:00:11 PM
www.CarIColsonArchitect.com
PRESCRIPTIVE ENERGY CODE CREDITS
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
Vrupert� :Address;
Conditioned Floor Area Bale:
Builder or registered design prokssional ;
signufure:
R- Vahwe.
Ceiling: Vaulted R- Flourm 0-ci- uncenditiotied s[)acc R-
Attic R- Slab on grade floor R-
Walls: Above grade R- Daari: R-
Belo-, int. R- }-
Below, ext. R- R-
t '-iFacivrx u►td'yfffic
NRFC rating (or) Windows U- SHGC- PIA
MfauItrat irig (AppnidmA*SI5 C2012) Skylights U- SHGC- N/A
Table 406.2 Opliewe.i) Twal 466.2 Ill
Hereting, Cording & I3rtmcxfir Hi0 Water
SVS#eFa
Ty Iw
cR'ieienc}
I'1�'.illll{r
■
{ �i 3i111 I1�,
DI1
Duct & RuildirT Air I.eaknge
All ducts & HVAC in conditioned space (yes? no Insulation R-
Air handler prescnt ( yea / no )
Test Target CFM 25Pa Test Result CFMra,25Pa
Buildiug ant lvukagc taigui. ACHst, < 3.0 - Tuslud lcaka)Le. ACH,0 -
OnslteRer e4wble Energy Electric Po1ver System
System tyjpe: Raged annual generation Ititii ll
4
5
6
8
10
11
12
13
15
16 .
17
1.13
20
22
23
24
25
27
28
29
311
31
32
34
36
37
38
44
41
42
43
44
45
46
47
48
50
51
52
53
54
JJ
56
57
58
59
60
61
62
63
64
65
66
67
BINDER / VEILLEUX RESIDENCE HEATING SYSTEM SIZE
Binder / Veilleux Residence Carl ] Colson - Architect Pf_I_C
9912132nd St. SW 23623 20th Ave W, Bothell, WA 59021
Edmonds, WA 98026-6129 425-806-3703
Heating System Type: Q Al other stems Q Heat Pump
To see detailed instfuGhans for eaGh seGtron, place your cursor on the Krord "InstruGtloliS".
Design Temperature
Instruction Design Temperature Difference (AT) 46
Edmonds A T = ?nwor ( JO degrees) - Outdoor Design Temp
Area of Building
Conditioned Floor Area
est,u:x�U l Conditioned Floor Area (sq ft)
4,109
Average Ceiling Height
Conditioned Volume
Instruction't Average Ceiling Height (ft)
8.5
34 927
Glazing and Doors
U-Factor
X Area =
UA
Instsuc[ion'
u ,za
0.280
698
196.50
Skyliahts
U-Factor
X Area =
UA
[nstruction
0.511
®
---
Insulation
Attic
U-Factor
X Area =
UA
instruction R-49
0.026
2,280
59.28
Single Rafter or Joist Vaulted Ceilings
U-Factor
X Area
UA
Instructions
Select R-Value
No selection
270
__EEE1L_ -'
Above Grade Walls (see Figure rf
U-Factor
X Area
UA
Instruction
0.056
3 807
213.19
R-211ntermediate
1
Floors
U-Factor
X Area
UA
[nstructionl
_ I
0.029
2177
63.13
Below Grade Walls (see Figurells r)
U-Factor
X Area
UA
instruction)
Select R-value
No selection
��
754
Slab Below Grade (see Figure 1)
F-Factor
X Length
UA
Instruction's
0.570
F 469
267.33
R-5 Thermal Break at slab edge
Slab on Grade (see Figure i)
F-Factor
X Length
UA
Instructions
No Slab on Grade in this project,
� ---
Location of Ducts
Instruction
I Duct Leakage Coefficient
unconditioned Space
+
J
1.10
Sum of UA
798.43
Envelope Heat Load
36 728 Btu / Hour
Figure 1.
Sum ofVAX AT
}
Air Leakage Heat Load
17,351 Btu / Hour
Vo?L'meX 0.6XSTX.018
Building Design Heat Load
54,079 Btu / Hour
Air te&ka )ge + Erwe?ope Feat toss
Building and Duct Heat Load
59,487 Btu / Hour
Ducrs 0 uncorrd?tiorred space: Sum of Bu1?d?ng Neat toss X 1.10
Ducts in condit?oraed space: Sum of30ding Neat toss X 1
Maximum Heat Equipment Output 74.359 Btu / Hour
BuRdirk and Duct Feat toss X 1.40 for Forced Air Furnace
Bun?ding and Duct ?-feat toss X 1.25 for Neat Pump
2015 WA ENERGY CODE NOTES
il 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.
5) 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 / HEAT PUMP HEATING - COOLING
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
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
BINDER / VEILLEUX RESIDENCE GLAZING SCHEDULE
1 Window, Skylight and Door Schedule
2 Project loforrnatlon Contact'nformatlon
3 Binder / Veilleux Residence Carl J Colson - Architect PLLC
4 8912 192nd St_ SW 23623 20th Ave W. Bothell. VVA 98021
5 Edmonds_ UVA 98026-6129 425-806-3703
6 _
7 V..!idth HeiIt _
8 Ref.'9 U-factor Qt. Feet "• Feet I•v} Area UA
9 Exempt Swinging Door (24 sq_ ft. max.) JWSEdO 48
10 Exempt Glazed Fenestration (16 sq_ ft- max_) Manuf 0.28
r
13 Vertical Fenestration (Windows and doors)
1
14
15
1C
17
18
19
20
2,
22
23
24
25
26
27
28
29
30
31
32
33
57
Component
Description Ref U-factor
Type A Double Hun Window
Manuf
0.28
T e B Double Hun Window
Manuf
0.28
Type C_1 Double Hunq Window
Manuf
0.28
Type C_2 Double Hun Window
Manuf
0.28
Type D Double Hun Window
Manuf
0.28
Type E Double Htln Window
Manuf
0.28
Type F Double Hun Window
Manuf
0.28
Type G Horizontal Slider
Manuf
0.28
Type H Horizontal Slider
Manuf
0.28
Type I Fined Window
Manuf
0.28
Type J Fixed Window
Manuf
0.28
T e Horizontal Slider
IJlanuf
0.28
Type S_1 Fixed Entry Door Sideli hts
Manuf
0.28
Type S.2 Ent Door Transom WindowManuf
0.28
Type S_3 Patio Door Transom Window
Manuf
0.28
House to Gars e
WSEC0.46
Rear Patio Door
WSEC0.70
1
3
��
6
1
3
�
5
Width Helg it
at Feet ":_ Feet
MM®®i
®®®®®
M®®®®
M®®®®
®M®®®
®M®M®
®M®®®
M®®M®
M®®M®
®®®®®
--■-■I
58
59 Sum of Vertical Feaesiratioa ,4rea and UA
60 vertical Fenestration Afea Weighted U = UAIAma
61
62 Overhead Glazing (Skylights}
63 Component Width Heilit
64 Description Ref U-facto O# Feet I"'' Feet l�vl
65 None used on this project
66
67
68
60
70
20.0
9.60
15 01
4.20
Are a UA
237 31
66.43
122.0
34.16
30.6
8.58
71.6
20.01
23.8
6.65
7.6
2.10
17.1
4 78
16.9
4.73
10.8
3.03
6 3
1.76
14.1
3.96
15.9
4.45
15.6
4.36
7.0
1.96
7-01
1.96
0.0
0.00
20.0
9.20
40.0
28.00
0.0 0.00
663.2 206.10
0.31
Area UA
0.0
0.00
0.0
0.00
0.0
0.00
0 0
0.00
0.0
0.00
0.01
0.00
71
72 Seim of Overhead Glazing Area gild UA 1 0.010.00
73 ' Overhead Glazing Area Weighted U= LIAIAfe-R 1 0.00
7] Total Sung of Fenestration Area and UA (for hearing system sizing calculations) 1 698.21 219..90
2015 WASHINGTON ENERGY CODE
2015 WA ENERGY CODE REQUIREMENTS
1) THIS PROJECT WILL MEET THE 2015 WASHINGTON STATE ENERGY
CODE BY PROVIDING 3.5 ENERGY CREDITS.
ENERGY CREDIT OPTIONS 1a,3b,5a, & 5c (SHOWN AT RIGHT) WILL
BE IMPLEMENTED TO MEET THE REQUIRED 3.5 ENERGY CREDITS
3) 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
11 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
11 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
CEILING R-VALUE 49 R-49
WOOD FRAME WALL R-VALUE 21 R-21
FLOOR R-VALUE 30 R-38
BELOW GRADE WALL R-VALUE R-21 R-21
SLAB R-VALUE & DEPTH R-10 (2" THICK) R-10
COMPLIANCE CHART
1
2
...3
4
C51
7
8.
9
-
.4
.5
;6
17
19
;9
20
2`
22
23
24
25
27
28
30
31
32
33
34
35
36
37
39'
4
K4
42
43
�f
1_
46
47
48
Q
JL;
J=
33
3
56
51
58
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Frvlect information Contact ?nformaUiDn
Binder / Veilleux Residence Carl J Colson - Architect PLLC
8912 192nd St_ SW 23623 20th Am W, Bothell, VJA 98021
Edmonds, WA 98026-6129 426-806-3703
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant•
Authorized Representative
All Climate Zones
R-%'2lrle'
U-Factorl
Fenestration U-Factor'
n1a
0.30
Skylight U-Factor
n1a
0.50
Glazed Fenestration SHGC:::'
n1a
n13
Ceiling'
49.
0.026
Wood Frame '..+alls
21 int
0.056
Mass .,Vail R-Value
21121 '
0.056
Floor
309
0.029
Delow Grade :.call`. '
I Oil5121 int + TB
0.042
Slab" R-Value & Depth
10, 2 ft
nla
*Tale R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
D ate
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 se as to
ac.hievethe following minimum number of credits:
1• Small Dwelling Unit: 1.5 credits
❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building that are greater than 500 square feet of heated floor
area but less than 1500 square feet.
R2, Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or#3. Exception: D'kvelling units serving R-2 occupancies
shall require 2.5 credits.
❑3• LargeDwelIing Unit: 4.5credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
❑4. Additions less than 500 square feet: ,5 credits
fable R406.2 Summary
4ution Description
Creditfs!
1a
Efficient Building Envelope 1a
0.5
1b
Efficient Building Envelope 1b
1.0
1c
Efficient Building Envelope 1c
2.0
I
Efficient Building Envelope 1d
0.5
23
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
33
High Efficiency HV.AC 3a
1.0
3c
High Efficiency HV.AC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
53
Efficient Water Heating 5a
0.5
5h
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.v
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy
0.5
Total Credits
❑e 0.5
El
El
El
El
El
El
El
El
El
❑ 0.5
0 1.5
El
* 1200 kvih 0.0
3.50
2015 WA ENERGY CODE, RESIDENTIAL PROVISIONS
ENERGY CREDITS
OPTION
DESCRIPTION
CREDIT(S)
11
EFFICIENT BUILDING ENVELOPE 1 a:
0.5
Prescriptive compliance is based an Table R402.1.1 with the following modifications:
Vertical fenestration U = 0.28
Floor R-38
Slab on grade R-10 perimeter and under entire slab
Below grade slab R- 10 perimeter and cinder entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA by 5%.
3a
HIGH EFFICIENCY HVAC EQUIPMENT 3a:
1.0
Gas, propane or oil -fired finnace with nninimuun AFUE of 94%, or
Gas, propane or oiled -fired boiler with nuninnun AFUE of 92%
To qualify to claitn this credit, the building permit drawings shall specify the option
being selected and shall specify the heating equipment type and the nnunimum
equiVinent efficiency.
OPTION
DESCRIPTION
CREDIT(S)
5a
EFFICIENT WATER HEATING 5a:
[1.5
All showerhead and kitchen sulk faucets installed in the house shall berated at 1.75
GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.`
To qualify to claiin this credit, the building peilluit drawings shall specify the option
beuig selected and shall specify the maximum flow rates for all showerheads. kitchen
pink faucets, and other lavatory faucets.
5c
EFFICIENT WATER HEATING 5c:
L5
Water Beating system shall include one of the following:
Gas, propane or oil water Beater with a nunimum EF of 0.91
or
Solar water heating supplementing a nainunuin standard water heater. Solar water
heating will provide a rated nninimum savings of 85 thertns or 2000 kWh based on the
Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300
Certified Solar Water Heating Systems
or
Electric heat pimp water heater with a minimum EF of 2.0 and meeting the standards
of NEEA's Northern Climate Specifications for Heat Puinp Water Heaters
To qualify to claiin this credit, the building petnut drawuags shall specify the option
being selected and shall specify the water Beater equipment type and the miuimuni
equipnent efficiency and, for solar water heating systems; the calculation of the
millilnuni energy savings.
04,22,2F
o Review
04/22/2020 1226:59 PM
Carl J. Colson - Architect
PLLC
23623 20th Ave. W
Bothell, WA 98021
425-806-3703
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Binder / Veilleux
Residence
Project Address
8912 192nd St. SW
Edmonds, WA 98026-6129
Pro-ject Client
Deborah Binder & Gaetan Veilleux
8816 207th Place SW,
Edmonds, WA. 98026
Sheet Title
Washington State
Energy Code
Calculations
7543 REGISTERED
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
'Issued For Permit: April 7, 2020
Document Set Type:
Revision Schedule
Rev.
# Date Description
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, 2020. All rights reserved.
Project Number
Sheet Issue Date
04/29/13 A-691
Drawn By
Author Washington State Energy Code
Scale Calculations
12" = 1'-0" Sheet Plot Date 4/7/2020 1:11:25 PM
wwwkarlColsonArchitect.com