APPROVED BLD ENG FIR RESUB 1-BLD2023-0433+Architectural_Plan+7.19.2023_3.06.40_PM+3675715ence wttaceccesso w1Tang1le ml* (A U)
SITE & ZONING DATA
BUILDING CODE
PROJECT TEAM
---
""-CO RIM-171.17
PERMIT APPLICANT / PROJECT CONTACT:
PETER TANG (PROJECT OWNER) SHALL BE RESPONSIBLE FOR
CODE COMPLIANCE:
THIS RESIDENCE SHALL BE CONSTRUCTED TO PROVIDE FULL COMPLIANCE TO: THE
OWNER
APPROVED BY PLANNING
PETER & JIA TANG
07-20-2023
1 SD ; >\'�q', PLAN REVIEW
FILLING OUT ALL APPLICABLE PERMIT APPLICATIONS AND
2018 INTERNATIONAL RESIDENTIAL CODE WITH STATE AMENDMENTS, 2018
INTERNATIONAL MECHANICAL CODE (INCLUDING INTERNATIONAL FUEL GAS CODE)
644 BELL ST. Jul 272023
-----------------------------------r-------;�------------------------------------------------ MOTES: APPPPPRD-�E-D �Al� SON -DLT�OIVS:
1 1. A SEPARATE P IT SUBMITTAL IS FOR A
1 ,'
SHALL SUBMIT ALL APPLICATIONS AND PERMIT DRAWINGS TO
WITH STATE AMENDMENTS, 2018 INTERNATIONAL FIRE CODE WITH STATE
EDMONDS, WA 98020
RESIDENTIAL SPMWKLER SYSTEM IS REQUIRED. A
CITY OF EDMONDS via MyBuildingPerm it.com.
AMENDMENTS, 2018 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS, 2018
Tel: 206-372-2584
' ' RECOMMENDED FLOW -THROUGH DESIGN WILL
ANY REQUESTS FROM CITY FOR ADDITIONAL INFORMATION OR
WASHINGTON STATE ENERGY CODE (WAC 51-11).
Fax:.
--------------------------------1---------------------------r------------------------------ 1
WPM ' WPM-M€ TST'E-CfFI&1 ONS-PND-REPrUCE EQUIPMENT
FORMS SHALL BE DIRECTED TO PETER TANG (CONTACT
Contact: PETER TANG
I I
( I AND CONTINUAI, G MAINTENANgE REQUIRMENTS.
INFORMATION BELOW.)
DEFERRED SUBMITTALS:
ALL DESIGN -BUILD DRAWINGS AND APPLICATIONS FOR THE FOLLOWING PERMITS
ARCHITECT
1
1 � ; PROVIDE A MIN�(MUM COMBINATII,ON WATER
PROJECT SUMMARY:
WILL BE SUBMITTED BY THE GENERAL CONTRACTOR AT A LATER DATE:
a) ELECTRICAL, b) MECHANICAL, c) PLUMBING,
CARL J. COLSON - ARCHITECT PLLC
2502 WASHINGTON BLVD.
1 ' Daley Street SERVICE OF O,NE INCH (1") METER AND ONE AND
I , ��
----------------------- ' SS I ________ ONE HALF (1 /2) SERVICE LINE �R SHOW THAT
r
DEMOLISH EXISTING SINGLE FAMILY RESIDENCE SWIMMING
d) WATER METER, e) SIDE SEWER. g) FIRE SPRINKLER (IF REQUIRED)
_
ANACORTES, WA 98221 Zone Corner
Fla ; i THEDZ3 f�R1V6FiRFPF'OTECTiONS NEEDS
POOL, STORAGE SHED & DRIVEWAY.
-
g - "" " i ; Approved CAN BE MET/WITH A SMALLER SERVICE.
2E'
CONSTRUCT NEW SINGLE FAMILY RESIDENCE (2 STORY) w/
BUILDING CODE
Tel: 360-873-8339
Fax: - Setbacks: Required
Actual a- , ' I II DFM Chris $Rrt 2.4 INCH ADRESS CHARACTERS WITH 1/2 INCH
ATTACHED 2 CAR GARAGE. RESIDENCE HAS 4 BEDROOMS AND
4-1/2 BATHROOMS.
2018 INTERNATIONAL RESIDENTIAL CODE
Contact: CARL COLSON
201
I STROKE T BE INSTALLED ON THE HOUSE VISIBLE
South County Fire
I FROM TH STREET IN CONTRASTING COLOR TO
CONSTRUCT AN ATTACHED ADU 2 STORY w/ ATTACHED 1 CAR
( )
ENERGY CODE
Front
CIVIL ENGINEER o t
Date: 07/20/2023 THE BA GROUND. ADDITIONAL RESS SIGNS
GARAGE. ADU HAS ONE BEDROOM AND ONE BATHROOM.
2018 WASHINGTON ENERGY CODE W/ PRESCRIPTIVE PERFORMANCE
RAM ENGINEERING 5
Sides , _
7,W i I i MY BE UIRED IF NOT VISIBLE 1F0 M THE
PROJECT ADDRESS:
OCCUPANCY GROUP
R_3
16531 13th Ave W, SUITE A108
LYNNWOOD, WA 98037 Rear 1Y. .
---------- 1 I I EXISTING CURB TO BE
i I STREET/.
�� 1 l REMOVED FOR NEW DRIVEWAY DFM BI�RT
1
840 DALEY ST.
Tel: (425) 678-6960 ------
--
------- --------------- ---------------------------
EDMONDS, WA 98020
CONSTRUCTION TYPE
Fax:
Other
LL GAS
----_-----; i� ii j� GPM ' GPM---------
717,4---
PROJECT OWNER:
TYPE V-B
SEPARATIONS
Contact: ROB LONG ;
eight 2 5 __;
STRUCTURAL ENGINE O
i 1-
�,, I 1 S� _� L_ 176 �
24�5 / VALVE �, 1
PETER &JIA TANG
644 BELL ST
THERE IS AN ATTACHED GARAGE TO AT THIS RESIDENCE
SEE GARAGE/LIVING AREA AND SINGLE FAMILY RESIDENCE / ADU SEPARATION
SIDESWAY ENGINEERING
20305 87th Ave W
i l MTR. EXISTING TELEPHONE POLE F+�
" LJ J
_ _ _ Property Li :N89d 5_9�37 W 74.93 _ _
- - -
EDMONDS, WA 98020
206-372-2584
NOTES ON SHEET A-2.1 AND A-4.1.
EDMONDS WA 98026
1 '
I ELECTRICAL SERVICE TO ,
NEW HOUSE & ADU SHALL
WALL RATINGS AT DETACHED SINGLE FAMILY RESIDENCES
INTERIOR BEARING & NON -BEARING WALLS: NO RATING REQUIRED
Tel: (425) 673-4160
Fax:
o
I EXISTING WALKWAY I a_ Property Information
I 1
1 a_ BE UNDERGROUND FROM
Parcel ID: 00434208101000
PARCEL NUMBER:
Contact: CHRIS BERNARD, P.E.
_ EXISTING TELEPHONE N
00434208101000
WALLS BETWEEN SINGLE FAMILY RESIDENCE & ADU: ONE HOUR
o i POLE / Property Address: 840 Daley St
EXTERIOR BEARING WALLS: NO RATING REQUIRED
/ N i / City: Edmonds, WA
174
LEGAL DESCRIPTION:
EXTERIOR NON -BEARING WALLS: NO RATING REQUIRED
I� DRAWING LIST
NEW SINGLE FAMILY 1,�6 Zip Code: 98020
CITY OF EDMONDS BLK 081 D-00 -LOTS 10-11 & W1/2 LOT 12
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
CEILINGS - FLOORS: NO RATING REQUIRED, EXCEPT @ GARAGE & ADU
CEILINGS BETWEEN SINGLE FAMILY RESIDENCE & ADU: ONE HOUR
SEE GARAGE/LIVING AREA SEPARATION NOTES ON SHEET A-2.1 AND A-4.1.
SEE CIVIL ENGINEERING DRAWINGS FOR ALL GRADING, STORM
WATER PLAN, AND UTILITY PLAN DRAWINGS AND CALCULATIONS.
DRAWINGS FOR ALL DRAWINGS
J 1
I FRONT BLDG. SETBACK 1 I RESIDENCE DRIVEWAY Taxpayer: Peter &Jia Tan
I 1 g
5 - ' Pt.
ENTRY WALKWAY I � � Owner: Peter &Jia Tang
N I 5' DE BLDG. SETBACK 1 5' SIDE BLDG. SETBACK 176.38'
WASHINGTON.
STAIRWAY / STEPS CONSTRUCTION
SEE STRUCTURAL STRUCTURAL
AND STRUCTURAL CALCULATIONS.
I I Size Gross Acres): 0.19
( )
1
PROJECT ZONING:
WOOD CONSTRUCTION W/WOOD RISERS AND TREADS.
• SEE SURVEY DRAWING FOR ALL EXISTING SITE CONDITIONS
7 - 1 1 / Pt. A 1 61 ' - 0" 1 6' - 9 1 /8"
► � Single Family Residence Area
I 1
RS -6
SEE STAIR NOTES ON SHEET A 4.1 FOR ADDITIONAL INFORMATION.
DRAWING AND SURVEY DATA
l , -- - ---- __ - -------- F -- --- Level 1 Living Area: 1555 s.f.
LOT SIZE
ACCESSIBLE UNITS
ARCHITECTURAL
A 1.1 PROJECT DATA, SITE PLAN &COVER SHEET NOTES
I ; PORCH INSTALLEDE., . HARG R 5' - 0" Level 2 Living Area: 1720 s.f.
10 1 L----- - - 1- ---- Total Residence Area: 3275 s.f.
i LINE OF 11
PER THE 2018 INTERNATIONAL RESIDENTIAL CODE, SINGLE FAMILY RESIDENCES
°' 1 1 ADU Area
o
LOT SIZE PER CITY RECORDS 0.19 ACRES
LOT SIZE PER SURVEY 8201 s.f.
ARE NOT REQUIRED TO BE ACCESSIBLE UNITS AS DEFINED BY THE ACCESSIBILITY
SECTION OF THE CODE.
A-1.2 PROJECT GENERAL NOTES
A 1.3 EXISTING SITE SURVEY
EXISTING HOUSE -- �
i ; Single_ oBEREMovED ++ - �, ADU @Level 1: 104 s.f.
L J CD
A-1.4 3D VIEWS
ADU @ Level 2: 625 s.f.
' ' Family
LOT COVERAGE
RECYCLE & GARBAGE STORAGE AREAS
A 2.1 ARCHITECTURAL FOUNDATION PLAN
A-2.2 LEVEL 1 FLOOR PLAN
; T- Total ADU: 729 s.f.
0 Re$Idencel
FOOTPRINT: 2868 s.f.
COVERAGE: 34.97% (35% MAXIMUM ALLOWED)
THIS RESIDENCE WILL STORE GARBAGE AND RECYCLE MATERIALS IN BINS WITHIN
THE GARAGE.
A-2.3 LEVEL 2 FLOOR PLAN
A-2.4 ROOF PLAN
i � 1 N
i - 0 1 r Lot Area
i I? O I -0
z 1 Lot Size: 8201 s.f.
A-2.5 ROOF SCISSOR TRUSS PLAN & 2nd FLOOR TRUSS PLAN
i bo 1 0 1
THIS LOT COVERAGE AREA INCLUDES HOUSE FOOTPRINT,
HAZARDOUS MATERIAL
i CO a; - -_ o 35% Coverage Max: 2870 s.f.
g
GARAGE FOOTPRINT FRONT PORCH AND REAR COVERED
THIS IS A RESIDENTIAL PROJECT AND NO HAZARDOUS MATERIAL WILL BE HANDLED
A-2.6 LEVEL 1 LIGHTING / DETECTORS / VENTILATION NOTES
A 2.7 LEVEL 2 LIGHTING /DETECTORS
i 1 _ TWO CAR GARAGE z
LINE OF EXISTING 1 Lot Coverage
i J -°�
PORCH
OR STORED AT THIS PROJECT.
A-3.1 EXTERIOR ELEVATIONS: NORTH AND SOUTH
>, HOUSE TO BE REMOVED LINE of EXISTING HOUSE
Footprint: 2868 s.f.
174 TO BE REMOVED
BUILDING HEIGHT:
BUILDING HEIGHT
INSULATION VALUES
PER WASHINGTON STATE ENERGY CODE, THE INSULATION VALUES ARE R-21 FOR
WALLS, R 30 FOR FLOORS OVER UNHEATED SPACER 10 RIGID INSULATION BELOW
A-3.2 EXTERIOR ELEVATIONS: EAST AND WEST
A-4.1 BUILDING SECTION & NOTES
A-4.2 EXTERIOR DETAILS
�
a)
� 1 -1>1 Coverage: 34.97%
o
-
i - o Height Calculations
x
i r- --- --I--� --- - --- -- -- 1 ,
SEE NOTES TO THE RIGHT OF THE SITE PLAN @RIGHT FOR
( )
CONCRETE FLOOR SLABS, AND R-49 IN ATTIC SPACE.
A-4.3 INTERIOR DETAILS
I � I � A = 174.58
I , L �-
PROPOSED BUILDING HEIGHT.
A-5.1 DOOR & WINDOW DETAILS & LEGENDS
_________ __
,----- ------ - x B = 176.38'
PUMP
SEE SOUTH EXTERIOR ELEVATION FOR LINES SHOWING
HEATING &HOT WATER SYSTEM
A-6.1 WASHINGTON STATE ENERGY CODE CALC'S.
�I�F--�rHOE'AT
C = 176.53'
I HEST ��'�. ul� - RADu D
175.48'
PROPOSED AND MAXIMUM RIDGE HEIGHT.
THIS RESIDENCE SHALL BE HEATED BY AN ELECTRIC HEAT PUMP HEATING /
=
PUt P L �',, COVERED Total = 702.97 div. by 4 = 175.74
BUILDING HEIGHT WILL BE 24' 5-3/4" ABOVE THE AVERAGE
BUILDING ELEVATION of 175.74'.
COOLING SYSTEM WITH FRESH AIR INTAKE FOR WHOLE HOUSE VENTILATION . HOT
WATER SHALL BE PROVIDED BY AN ELECTRIC HEAT PUMP WATER HEATER PER
SUBMITTALS
1 ��` PORCH \/ X Avg. Grade = 175.74
I \ �� F
ENERGY CODE CALCULATIONS ON SHEET A-6.1.
i 1 ,� ;; Proposed Ridge Elevation = 200.21'
I �� "'
THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE
; I I i Oo Maximum Ridge Elevation = 200.74'
I ���
CUT AND FILL:
CUT FOR THE PROPOSED FOOTINGS EXCAVATION. REFER TO
GLAZING U-VALUES
ALL NEW WINDOWS / GLAZING SHALL HAVE A U-VALUE OF 0.28
CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT
MANUFACTURER OR SUPPLIER, AND/OR LOCAL JURISDICTIONS FOR
' I i PATIO Y-�� - ° 1 (Average Grade + 25')
I �� i `� ���� D
CIVIL ENGINEERING GRADING PLAN FOR ALL GRADING
THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER
x 4� � 1 Impervious Surface
WASHINGTON ENERGY
OR PROCEEDING WITH WORK.
i i\�� - - - - x
INFORMATION
STATE CODE
.� ,% r
- LINE OF SWIMMING House & ADU = 3160 s.f.
CRITICAL AREAS /WETLANDS
THERE ARE NO CRITICAL AREAS OR WETLANDS ON THIS
SEE SHEET A-6.1 FOR CALCULATIONS AND ENERGY CODE OPTIONS SELECTED FOR
THIS RESIDENCE
AIR LEAKAGE TESTING
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
ALL FENCES SHOWN ARE POOL TO BE REMOVED % i (includes roof overhang
TO BE REMOVED AND I i I ��� ��� LINE FOR CALCULATING , i i &covered porches)
REPLACED WITH A NEW 6' p )
HIGH WOODEN FENCE @ I 1 ' Pt. D BUILDING HEIGHT Entry Driveway = 477 s.f.
1
PROPERTY
REFER TO SHEET A-2.2 FOR NOTES ON AIR BARRIER / AIR INFILTRATION. AIR
CONSTRUCTION PROCESS.
1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR
PROPERTY PERIMETER 175.48' I ADU Driveway 369 s.f.
I ____ ____ __ _____\ _----_ _____® __ F07t1FfEEV_ Pt. Y =
Open Patio = 118 s.f.
LEAKAGE TESTING SHALL BE PERFORMED PER WASHINGTON STATE ENERGY CODE
i 1.117.6.�3'
CHARGER
BUILDING SETBACKS:
SECTION R402.4
INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT
x ,v� r - 1 Entry Walkway = 74 s.f.
FRONT YARD (MIN. 201)
CONSTRUCTION TYPE.
A. HVAC EQUIPMENT AND DUCTING
"' I , x J (Paved areas do not
0
SIDE YARD SETBACKS (5')
DUCT TESTING
T ; r include portion of paving
i t i p p g
REAR YARD (20')
DUCT TESTING SHALL BE PERFORMED PER WASHINGTON STATE ENERGY CODE
SECTION R403.3
B. RECESSED AND SEMI -RECESSED LIGHTING
C. ALL EXHAUST FANS AND DUCTING
LO , x
�-------GPM--f----- - _ ___ ---- - Y overhangs)
- -_---- it", ADU covered b roof overhan s
PARKING CALCULATIONS
FIRE INSULATION ENERGY CODE
D. BATH TUB AND SHOWER ENCLOSURES
E. RECEPTACLE BOXES (I.E., T.V., TELEPHONE, ELECTRICAL,
_.
o =
1 1 Driveway Total 4198 s.f.
o
15' REAR BLDG. SETBACK 1 (4198 divided by 8120 = 51.78 /o)
THIS RESIDENCE HAS HAS TWO SPACES (19' x 8'-6") IN AN
' '
PLUMBING)
ATTACHED GARAGE AND TWO SPACES IN THE DRIVEWAY.
FIRE PROTECTION SYSTEM
2. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH
1 0 / 7---j LANDSCAPE COVERAGE
THE ADU HAS ONE SPACE (19'-0" x 8'-6" MIN.) IN ITS ATTACHED
THIS RESIDENCE WILL BE BE FIRE SPRINKLERED PER CITY OF EDMONDS BUILDING
�
LOCAL JURISDICTIONAL REQUIREMENTS.
i x Landscaped Area 3959 S.F.
rs, i 1 1 i p
GARAGE AND ONE SPACE IN ITS DRIVEWAY ACCESSED FROM
ALLEY.
CODE / FIRE MARSHAL REQUIREMENTS
INSULATION DATA /ENERGY CODE REQUIREMENTS
A. GAS UTILITY
B. TELEPHONE UTILITY
I
I T ' (3959 / 8201 = 49.7%) o
Property L ine: N89d 58 35 E 74.90 , Landscape Percentage 48.27 /o
C. CABLE T.V. UTILITY
x - - - -x - - --x�-__--------------------j
INSULATION VALUES DETERMINED BY PRESCRIPTIVE APPROACH PER 2018
D. POWER UTILITY
................... _. . . .............
SITE WORK:
WASHINGTON ENERGY CODE.
F. LOCAL UTILITY DISTRICT
The following documentation shall be available on
DEMOLITION OF EXISTING HOUSE, GARAGE, SWIMMING POOL,
THIS HOUSE WILL BE HEATED WITH GAS FIRED FURNACE PROVIDING WARM AIR
THROUGH METAL DUCTS TO VENTS AND HAS
FOR:
1.SANITARYSEWER Separateplumbing
:site for the building inspector: ; ENGINEERING DIVISION
and sprinkler permit required. APPROVED
RESUB
DRIVEWAY AND STORAGE SHED.
STRUCTURAL FILL AT LOCATION OF EXISTING SWIMMING
CONTROL. REFER TO THE ENERGY CODE CALCULATIONS FOR REQUIRED
2. WATER SUPPLY
PlDease
Gravel AllE! ❑ coE APPROVED ARCHITECTURAL PLAN sEr
pply via MyBuildingPermit.COm ! . 2s�'� 09/11/2023
INSULATION VALUES.
4. THE FOLLOWING ITEMS SHALL BE DESIGN/BUILD SYSTEMS
❑ . Jul 19 2023
■ COE APPROVED STRUCTURAL PLAN SET
POOL.
EXCAVATION FOR DOUNDATION FOOTINGS / CRAWLSPACE @
CONSTRUCTION EROSION CONTROL
SHALL BE APPLIED FOR BY THE CONTRACTOR AT A LATER D TE. THE
CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO TH
! ❑COE REVIEWED CALCULATION PACKET SEE CIVICS FOR CITY OF EDMONDS
DEVELOPMENT SERVICES
❑ ENERGY CREDIT WORKSHEET �- DEPARTMENT
PROPOSED NEW HOUSE, ADU, & NEW GARAGE, AND
REGRADING AT AREA OF NEW COVERED PATIO.
CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND
APPROVED BY BUILDING DEPARTMENT PRIOR TO ANY EARTH DISTURBANCE. CALL
OWNER, WHICH COMPLIES WITH ALL JURISDICTIONAL
REQUIREMENTS.
x ; F] SITE PLAN UTILITY AND
C F] CIVIL PLAN FRONTAGE _
BUILDING DEPARTMENT TO SCHEDULE AN INSPECTION APPOINTMENT FOR THIS
A. BUILDING ELECTRICAL
Site Plan ❑ CONSTRUCTION
REFER TO LANDSCAPE ARCHITECTS LANDSCAPE PLAN FOR
SCOPE AND AREAS OF ALL SITE GRADING
ITEM.
B. PLUMBING SYSTEM
.2
• ❑
Buildin Department �
IMPERVIOUS SURFACE CALCULATIONS:
ADDRESS SIGNAGE
TEMPORARY ADDRESSING OF THE RESIDENTIAL UNITS SHALL BE CLEARLY VISIBLE
C. MECHANICAL /HEATING SYSTEM
�/ /*
**************************************************************************** *�***
I j � �� _ � ��_��� ! ■ CITY OFEDMONDSBUILDINGDEPARTMENT2021 � SITE PROJECT
NEW SFR AND ADU Edmonds center mhAve% Glen St
Q Glen11
(SEE CALCULATIONS ON SITE PLAN @ SHEET A-1.1 - DRA
@ RIGHT SIDE OF THIS PAGE)
ION OF COMBUSTIBLE
MATERIALS.
*" **** *" "**" *********************" *`"**"
For the Arts
North 0 840 Daley St,
becketts oa�rsr
DESIGN DATA A L.
SIN T SI I U S LL BE CLEARLY
H R 0 TO ERTIFICATE OF
GIWc', LIOA'�
Address
Holy Trinity Edmonds Edmonds, WA98020
840 DALEY ST nding North�SITE
• p '�i,
I S
Energy Code Comp lance Information.
'_ spraguest
__ Woodsts s
� �'✓`�eodstone Taverns s
(SEE STRUCTURAL DRAWING SHEET S-1.1 FOR COMPLET
DESIGN LOADS CHART
APPRO R R ILDING NUMBERS 0
APPROVDII I�N PLACED IN A POSI ON T AINLY
• R-values for all envelope com nents. Owner
lue f I
'tio
a �
�-- 3 <
TANG e 4 Hummingbi
�ppa ) M �!S% Z 2 1 Z Hill Park
_
PROJECT
SEISMIC: SEISMIC DESIGN CATEGORY: D
LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRO IN G ERT
if a et f I Ener t S p 6.
y P, rove
np
pSaltandlroi ���
Date 08/16/2023 '(I
WIND:110 MPH
EXPOSURE: CEomonds0
S� I BACKG OUN
No"4sm=s ABIC � ORAL ABETICAL LETTERS.
ate r it e g p WSEC 4.
• Indicate required duct testing per WSEC R403.3.
Term
SITE EdmofidsFerryTerminal Frances Anderson Center
_ �d Q Edmonds ® Q EdmondsWIND
i a Driftwood Players
SNOW LOADS 25 PSF
CDESIGN LOADS PER CHAPTER 3 OF 2018 INTERNATIONAL
S L U N H S 0 H H WITH A MINIM
WIT 1 .7 SS I BY MEANS OF RI TN
D IVD C E ROM THE PUB
Building
g
JOB SITE
fficial Cascadia rtMuseum p '
EIr(�C/
waaycaRsf + oayronsc Dayton Edmonds Library Dayton
�, 4 m
RESIDENTIAL CODE
MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL B SED TO IDENTIF E
Permit N
Mapleway
nnaa``�� ti
Z-cobsen's Marine Map m hupleSt MW
mber `G `7tiY�
A`TI'f�L AAA
a L- L-%.R %MO 11% 5 Ili Ili -45 1VaP9Ili- AREA VICINITY MAP
%.�o %J
Carl J. Colson -Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Drawings for Conditional
Use Permit for ADU
4-19-2023
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Tit]( -
over Sheet -Site
Plan - Project Data
77543 REGISTERS
1ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
11 I7-18-2023 I PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
09/12/17
Drawn By
Author Cover Sheet - Site Plan - Project Data
Scale
As indicated Sheet Plot Date 7/17/2023 1:48:53 PM
www.CarIColsonArchitect.com
GENERAL NOTES FIRE SAFETY ISSUES CASEWORK, PRESSURE TREATED WOOD, & FINISHES
1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE
DRAWINGS.
2. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2018
INTERNATIONAAL RESIDENTIAL BUILDING CODE.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD CARL J. COLSON - ARCHITECT PLLC
AND THEIR CONSULTANTS HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR
DAMAGE TO PROPERTY CAUSED BY THE CONTRACTOR, HIS AGENTS, EMPLOYEES OR
SUBCONTRACTORS.
4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK
AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE.
5. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS SHALL BE CORRECTED
BY THE SUBCONTRACTOR AT NO EXPENSE TO THE OWNER OR CARL J. COLSON -
ARCHITECT PLLC.
6. ONLY APPROVED "PERMIT SET" MARKED DRAWINGS INCORPORATING ALL ADDENDA
AND DIMENSIONAL CLARIFICATIONS SHALL BE USED DURING THE EXECUTION OF THE
WORK.
7. ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (W/ EXCEPTION OF
SPECIFIC FINISH COLORS AND FLOORING) ARE INTENDED TO BE ON AN "OR EQUAL"
BASIS. ANY PROPOSED SUBSTITUTIONS MUST BE SUBMITTED TO CARL J. COLSON -
ARCHITECT PLLC OR OWNER IN WRITING FOR APPROVAL WITHOUT DELAY OF
SCHEDULE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS AND COORDINATION OF
SUBCONTRACTORS' WORK TO SECURE COMPLIANCE WITH DRAWINGS AND
SPECIFICATIONS. THIS INCLUDES THE ACCURATE LOCATION OF STRUCTURAL
MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND
MISCELLANEOUS EQUIPMENT.
9. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING THE
BUILDING CLEAN. ALL WINDOWS AND GLASS SHALL BE WASHED, ALL CARPETS SHALL
BE CLEANED (AS NECESSARY) AND VACUUMED. ALL FLOORS SHALL BE CLEANED AND
SWEPT. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED ITEMS PRIOR TO
FINAL INSPECTION.
BUILDING CODE NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN
ACCORDANCE WITH THE APPLICABLE SAFETY CODES.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND FEES.
3. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE DESIGN -BUILD AND SHALL BE
UNDER SEPARATE PERMITS TO BE OBTAINED BY THE CONTRACTOR.
4. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND
ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF
INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE
REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL
GOVERN. NOTIFY THE ARCHITECT OF ANY AND ALL CONFLICTS IN WRITING.
5. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED BY CODE.
DIMENSIONS AND FRAMING NOTES
1. ALL DIMENSIONS SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS
ARE GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF
ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND
DIMENSIONS AND SHALL NOTIFY CARL J. COLSON - ARCHITECT PLLC OF ANY
DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO
PROCEEDING WITH THE WORK.
2. DO NOT SCALE THE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND
FIELD CONDITIONS PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL USE
DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY
CARL J. COLSON - ARCHITECT PLLC IF ANY DISCREPANCIES ARE FOUND.
3. ALL INTERIOR FRAMED WALL DIMENSIONS ARE SHOWN TO FACE OF STUD, UNLESS
NOTED OTHERWISE. DIMENSIONS TO THE EXTERIOR SIDE OF WOOD FRAMED WALLS
ARE TO THE FACE OF STUD.
4. OFFSET STUDS WHERE REQUIRED TO MAKE STRAIGHT AND CONTINUOUS WALL
PLANES, ESPECIALLY AT FLOOR OPENINGS. ALL PARTITIONS AND WALLS SHALL
EXTEND FULL HEIGHT TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
5. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR
MECHANICAL AND ELECTRICAL EQUIPMENT WITH THE RESPECTIVE SUBCONTRACTORS
PRIOR TO CONSTRUCTION.
6. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT,
DOORS, AND WINDOWS.
7. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR
DETAILS SHALL BE 5" FROM FACE OF STUD TO EDGE OF DOOR OPENING.
8. FINISH FLOOR ELEVATION REFERS TO TOP OF CONCRETE SLAB OR TOP OF
PLYWOOD FLOOR DECK.
9. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY
PROVIDED AS IF DRAWN IN FULL. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT
NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF ANY
DRAWING OR DETAIL. THEY MAY APPLY TO OTHER SAME OR SIMILAR CONDITIONS NOT
REFERENCED.
10. KITCHEN LAYOUT IS SCHEMATIC ONLY. COORDINATE KITCHEN LAYOUT WITH
OWNER. CABINET STYLES AND MATERIALS SHALL BE SELECTED BY OWNER /
CONTRACTOR.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING
AND BRACING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS.
12. ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN
ACCORDANCE WITH THE REQUIREMENTS OF THE 2009 SEATTLE RESIDENTIAL
BUILDING CODE AND STATE OF WASHINGTON BUILDING CODE AND ALL APPLICABLE
SEISMIC REQUIREMENTS.
ARCHITECTURAL SITE NOTES
1. REFER TO SURVEY (IF SURVEY WAS COMPLETED FOR THIS PROJECT) AND/OR CIVIL
ENGINEERING DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION FOR EXISTING
CONDITIONS.
2. VERIFY ALL UNDERGROUND UTILITIES AND SITE GRADES PRIOR TO CONSTRUCTION.
3. COORDINATE PROPERTY CORNERS WITH SURVEYOR.
4. CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/ HERSELF OF THE
EXISTING CONDITIONS AND SEQUENCE PRIOR TO ANY CLEARING OR DEMOLITION
WORK.
5. VERIFY ALL TOP OF SLAB ELEVATIONS AT ALL BUILDING AND PROPERTY LINES.
6. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND
ELECTRICAL PADS AND BASE, ALONG WITH POWER, WATER AND / OR DRAINAGE
INSTALLATIONS BEFORE PROCEEDING WITH THE WORK.
1. FIRE BLOCKING SHALL BE REQUIRED AT ALL LOCATIONS REQUIRED BY THE 2018
INTERNATIONAL RESIDENTIAL BUILDING CODE.
2. ALL BEDROOMS SHALL HAVE WINDOWS THAT COMPLY WITH 2O18 INTERNATIONAL
RESIDENTIAL BUILDING CODE EGRESS REQUIREMENTS. REFER TO WINDOW SCHEDULE
FOR ALL WINDOW SIZES AND EGRESS REQUIREMENTS.
3. ALL NEW BEDROOMS (AND AREAS ADJACENT TO BEDROOM ENTRY) SHALL HAVE SMOKE
DETECTORS (W/ BATTERY BACKUP) HARDWIRED INTO THE ELECTRICAL SYSTEM.
4. OCCUPANCY SEPARATION WALLS ARE REQUIRED IN THIS PROJECT BETWEEN THE LIVING
SPACE AND ATTACHED GARAGE AT EACH RESIDENTIAL UNIT.
5. NO AREA SEPARATION WALLS ARE REQUIRED IN THIS PROJECT.
6. CONSTRUCTION TYPE: TYPE V-B.
7. ADDRESSES SHALL BE POSTED ON THE BUILDING AS REQUIRED BY THE 2018
INTERNATIONAL RESIDENTIAL BUILDING CODE AND APPLICABLE FIRE SAFETY CODE.
8. ALL REQUIRED FIRE RATED DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY.
FIRE SPRINKLER
1. THIS RESIDENCE IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (BASED ON SQUARE
FOOTAGE) AS REQUIRED BY THE CITY OF EDMONDS.
MOISTURE CONTROL
1. ALL INTERIOR FACE OF EXTERIOR WALLS AND CEILINGS SHALL BE PAINTED WITH A P.V.A.
PAINT TO MINIMIZE MOISTURE PENETRATION OF EXTERIOR WALLS OR CEILING INSULATION
SPACE,
2. WALLS: INSERT STAPLED BATTS WITH A PERM RATING EQUAL TO OR LESS THAN 1.0 MAY
BE INSTALLED IF STAPLES ARE PLACED MAXIMUM 8" O.C. AND GAPS BETWEEN THE FACING
AND FRAMING DO NOT EXCEED 1/16".
3. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED,
GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE: EXTERIOR JOINTS AROUND
WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN
WALLS AND ROOF AND BETWEEN WALL PANELS: OPENINGS AT PENETRATIONS OF UTILITY
SERVICES THROUGH WALLS, FLOORS, AND ROOF.
4. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE
BUILDING ENVELOPE. MANUFACTURED WINDOWS SHALL HAVE AIR INFILTRATION RATES NO
GREATER THAN 0.5 CFM.
ELECTRICAL / MECHANICAL / PLUMBING
1. HEATING AND COOLING WILL BE PROVIDED BY AN ELECTRIC HEAT PUMP HEATING /
COOLING SYSTEM INSTALLED IN THE MECHANICAL ROOM AT THE UPPER LEVEL.
HOT WATER WILL BE PROVIDED BY AN ELECTRIC HEAT PUMP WATER HEATER LOCATED IN
GARAGE. MECHANICAL SUBCONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO
APPLICABLE BUILDING DEPARTMENT FOR APPROVAL AND PERMIT PRIOR TO
CONSTRUCTION. GENERAL CONTRACTOR AND MECHANICAL SUBCONTRACTOR SHALL
REVIEW ALL DRAWINGS PRIOR TO CONSTRUCTION TO BEST DETERMINE ROUTING OF ALL
NEW DUCTWORK AND VENT LOCATIONS.
ALL VENTING SHALL BE IN CONDITIONED SPACE.
2. ALL PLUMBING FIXTURES SHALL COMPLY WITH FLOW RATES AS REQUIRED BY THE
APPLICABLE WASHINGTON STATE PLUMBING 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
3. PROVIDE LAUNDRY ROOM WITH MECHANICAL VENTILATING SYSTEMS AS SHOWN (5 AIR
CHANGES PER HOUR PER WASHINGTON STATE ENERGY CODE).
4. ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE AS DEFINED BY
WAC STANDARDS 51-16-060.
5. ALL ELECTRICAL TRIM TO BE COLOR SELECTED BY OWNER.
6. CLOTHES DRYER MOISTURE EXHAUST VENTS SHALL COMPLY WITH MANUFACTURER'S
REQUIREMENTS FOR MAXIMUM HORIZONTAL AND VERTICAL LENGTHS AND AS PER
UNIFORM MECHANICAL CODE.
7. ALL INTERIOR PLUMBING WALLS SHALL BE INSULATED FOR SOUND CONTROL.
MATERIALS
SEE NOTE SECTION "MOLD CONTROL" FOR INFORMATION ON GYPSUM BOARD PRODUCTS.
1. SHOWER / TUB UNITS SHALL BE AS SPECIFIED ON DRAWINGS. COORDINATE THIS ITEM
PRIOR TO PROVIDING BID PRICE.
2. ALL GYPSUM WALLBOARD IN BATHROOMS SHALL BE WATER RESISTANT.
3. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER -RESISTANT BARRIER (AS
INDICATED ON SHEET A-4.1) INSTALLED BEHIND EXTERIOR SIDING TO PROTECT INTERIOR
WALL MATERIALS. SEE SECTION DRAWINGS FOR ADDITIONAL INFORMATION. UCTIO
4. WOOD SUPPORTS IN CONTACT WITH SOIL OR MASONRY OR LOCATED NEARER THAN 6"
TO SOIL SHALL BE PRESSURE TREATED WOOD. SEE NOTES FOR PRESSURE TREATED
WOOD AND FASTENERS REQUIREMENTS ON THIS PAGE.
5. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION IS
INSTALLED.
6. WHEN INSTALLED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM
WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES WHICH
ARE PERPENDICULAR TO THE FRAMING.
7. ALL FLOORING MATERIAL (CARPET, TILE, VINYL), WALL TILE, AND PAINT FINISHES SHALL
BE SELECTED BY HOME OWNER. CONTRACTOR SHALL COORDINATE SELECTION OF THESE
ITEMS WITH HOME OWNER.
HAZARDS (GUARDRAILS & SAFETY GLAZING)
1. GUARDRAILS SHALL BE NO LESS THAN 36 INCHES IN HEIGHT. INTERMEDIATE RAILINGS
ARE REQUIRED AND ARE TO BE ARRANGED SO THAT A 4-INCH SPHERE CANNOT PASS
THROUGH.
2. SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS, AND TUB OR SHOWER
ENCLOSURES. ANY GLAZING WITHIN A DOOR OPENING AND WITHIN 60 INCHES OF THE
FLOOR SHALL BE SAFETY GLAZING. FIXED GLAZING GREATER THAN 9 SQUARE FEET IN
AREA AND WITHIN 18 INCHES OF THE FLOOR IS TO BE SAFETY GLAZING. REFER TO 2018
INTERNATIONAL RESIDENTIAL BUILDING CODE FOR ADDITIONAL AREAS OF SAFETY
GLAZING.
INDOOR AIR QUALITY NOTES
1. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL BE
REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND OTHER
ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. BATHROOM
EXHAUST FANS AT 75 CFM, KITCHEN EXHAUST FANS AT 100 CFM. LAUNDRY EXHAUST FANS
AT 100 CFM.
2. A WHOLE HOUSE FAN W/ TIMER (100 CFM MIN., 1.5 SOMES) WILL BE LOCATED IN THE
LAUNDRY ROOM AT THE SECOND FLOOR.
3. VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING.
1. ALL PAINT AND LIKE FINISHES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT ALL LOCATIONS
WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES TO OWNER FOR APPROVAL.
3. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURERS RECOMMENDATIONS TO PROVIDE
LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS.
4. ALL FLOORING MATERIALS TO BE LIGHT WEIGHT. CERAMIC TILE SHALL BE THIN -SET TYPE.
CASEWORK & MILLWORK
CONTRACTOR NOTE: THE FLOOR PLANS SHOW KITCHEN AND BATH CABINETS IN FLOOR PLANS ONLY.
CONTRACTOR SHALL COORDINATE SELECTION OF CABINET MANUFACTURER AND TYPE WITH HOME
OWNER.
1. ALL MILLWORK (WOODWORK AND CABINETRY) SPECIFIED ON THESE DRAWINGS SHALL BE FURNISHED
AND INSTALLED BY THE MILLWORK CONTRACTOR UNLESS NOTED OTHERWISE.
2. THE MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FINISHES FOR ALL MILLWORK IN
HIS SHOP. DO NOT APPLY FINISH COATS IN FIELD.
3. ALL MATERIALS AND WORKMANSHIP MUST BE EQUAL IN ALL RESPECTS TO THE STANDARDS SET FORTH
IN THE ARCHITECTURAL WOODWORKING INSTITUTE (A.W.I.). MOST CURRENT EDITION PUBLISHED BY THE
A.W.I. AND THE STANDARDS SET BY THE OWNER / CONTRACTOR.
4. PLYWOOD SHALL PER THE GRADE AND TRADEMARK IDENTIFICATION OF THE AMERICAN PLYWOOD
ASSOCIATION (APA).
5. PARTICLEBOARD BACKING SHALL BE PERMITTED IN AREAS OF THE CASEWORK THAT ARE NOT VISIBLE.
6. PROVIDE CUT-OUTS IN MILLWORK AS REQUIRED FOR ALL ELECTRICAL ITEMS. VERIFY ALL
REQUIREMENTS PRIOR TO FABRICATION.
7. FIT AND SECURE CABINET HARDWARE PER MANUFACTURER'S PRINTED INSTRUCTIONS. EXERCISE
CAUTION NOT TO INJURE OR MAR SURFACES. REPAIR ANY AND ALL DAMAGED SURFACES TO LIKE -NEW
CONDITION.
8. ALL MILLWORK ELECTRICAL MATERIAL, WORKMANSHIP, AND INSTALLATIONS SHALL BE IN
CONFORMANCE WITH APPLICABLE LOCAL, STATE, AND NATIONAL ORDINANCES AND CODES. ALL MATERIAL
AND FIXTURES TO BE U.L. APPROVED.
9. THE GENERAL CONTRACTOR SHALL FURNISH ALL NECESSARY WOOD BLOCKING FOR A COMPLETE AND
SECURE INSTALLATION.
WATERPROOFING CONSTRUCTION NOTES
THIS ENTIRE SET OF ARCHITECTURAL DRAWINGS IS PREPARED AS A PERMIT SET OF DRAWINGS ONLY FOR
THE OWNER AND BUILDER FOR THIS PROJECT ONLY. ALL DETAILS AND DRAWINGS SHOWN ARE FOR
PERMIT PURPOSES ONLY AND DO NOT CONSTITUTE THE FULL SET OF DETAILS REQUIRED TO CONSTRUCT
THIS PROJECT. THE BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS
NECESSARY TO CONSTRUCT A WEATHERTIGHT, DURABLE BUILDING.
ALL FLASHING, WEATHERPROOFING, ROOFING, AND WATERPROOFING DETAILS AND CONSTRUCTION OF
THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE BUILDER, AND THESE
DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE
REQUIREMENTS, AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
PER WASHINGTON STATE LAW, THE TOWNHOUSE UNITS REQUIRE THE DESIGN AND INSPECTION
SERVICES OF A BUILDING ENCLOSURE DESIGNER TO DESIGN ALL FLASHING AND WATERPROOFING
DETAILS AND INSPECTION OF THESE ITEMS. CONTRACTOR SHALL COORDINATE ALL TOWNHOUSE
BUILDING ENCLOSURE DETAILS WITH BUILDING ENCLOSURE DESIGN FIRM.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WEATHERTIGHT BUILDING
INCLUDING ALL NECESSARY SEALANT AND FLASHINGS IN ACCORDANCE WITH INDUSTRY STANDARDS,
WHETHER DETAILED SPECIFICALLY IN THESE DRAWINGS OR NOT.
1. EXTERIOR DOORS, WINDOWS, VENTS, CORRIDOR OPENINGS:
THE CONTRACTOR SHALL SEAL AROUND ALL EXTERIOR WINDOWS, DOORS, VENTS AND OTHER SUCH
PENETRATIONS WITH A CONTINUOUS BEAD OF CAULKING TO PROVIDE FOR A WEATHER -TIGHT
STRUCTURE. IN ADDITION, ALL EXTERIOR OPENINGS (WINDOWS, DOORS, VENTS, CORRIDOR OPENINGS)
SHALL BE FLASHED WITH A FLASHING MEMBRANE AS SHOWN ON THE WINDOW DETAIL SHEET. USE METAL
HEAD FLASHING ABOVE ALL EXTERIOR DOORS AND WINDOWS. FURNISH AND INSTALL FLASHINGS IN
ACCORDANCE WITH SMACNA STANDARDS.
2. SEE SHEET A-4.1 CONSTRUCTION ASSEMBLY NOTES FOR INFORMATION ON BASEMENT WALL
WATERPROOFING.
PRESSURE TREATED WOOD / STRUCTURAL FASTENERS
EFFECTIVE DEC. 31, 2003, THE PRESSURE TREATED WOOD INDUSTRY VOLUNTARILY TRANSITIONED FROM
CHROMATED COPPER ARSENATE (CCA-C) USED IN RESIDENTIAL CONSTRUCTION TO ALTERNATIVE
TREATMENTS. ANY PRESSURE TREATED WOOD SPECIFIED FOR THIS PROJECT SHALL NOT CONTAIN CCA-C
IN THE PRESERVATIVE PROCESS.
ACCORDING TO SIMPSON STRONGTIES WEBSITE, "TESTING HAS SHOWN THAT CERTAIN REPLACEMENT
ALTERNATIVE TREATMENTS ARE GENERALLY MORE CORROSIVE THAN CCA-C". AS A RESULT OF THESE
ALTERNATIVE METHODS OF TREATMENT, THE NON CCA-C TREATED WOOD IS MORE CORROSIVE TO METAL
HANGERS AND FASTENERS. REFER TO SIMPSON STRUCTURAL HANGERS WEBSITE FOR TECHNICAL
BULLETIN. (wwwSTRONGTIE.COM (SIMPSON'S WEBSITE), GO TO "CORROSION INFORMATION" THEN
"PRESSURE TREATED WOOD TECH BULLETIN".) . REFER TO SIMPSON'S WEBPAGE
"wwwSTRONGTIE.COM/PRODUCTUSE/SELECTION-GUIDE.HTML" FOR PRODUCT USE SELECTION GUIDE.
REFER TO SIMPSONS WEBSITE FOR REQUIREMENTS FOR NAILS, BOLTS, AND HANGERS USED WITH
PRESSURE TREATED WOOD. STANDARD HOT DIPPED GALVANIZED FASTERNERS, BOLTS, AND NAILS MAY
NOT ACCEPTABLE WITH THE NEW TYPES OF PRESSURE TREATED WOODS (ACCORDING TO SIMPSON'S
WEBSITE TECHNICAL PUBLICATIONS.).
BUILDER / DEVELOPER SHALL BE RESPONSIBLE FOR VERIFYING WHICH FASTENERS ARE ACCEPTABLE
FOR USE AND SHALL TAKE LIABILITY FOR PERFORMANCE OF FASTENERS OR CONNECTORS SELECTED
AND USED ON THIS PROJECT.
ANY REFERENCES ON STRUCTURAL DRAWINGS FOR THIS PROJECT TO PRESSURE TREATED WOOD SHALL
DEFER TO THE REQUIREMENTS LISTED ABOVE.
MOLD CONTROL
PROPER STORAGE AND HANDLING OF BUILDING PRODUCTS HELPS PREVENT MOLD
KEEP STOCKS OF LUMBER, PLYWOOD, ORIENTED -STRAND BOARD (OSB), DRYWALL, AND OTHER POROUS
MATERIALS IN A DRY, COVERED STORAGE AREA. IF THE STOCKPILES ARE OUT IN THE OPEN, AND IT LOOKS
LIKE IT MIGHT RAIN, COVER THE MATERIALS WITH A GOOD TARP, ANCHORED DOWN SO THAT THE WIND
DOES NOT BLOW IT OFF. WHEN THE MATERIALS ARE NEEDED, REMOVE THEM FROM BENEATH THE COVER
WITHOUT ALLOWING THE REMAINDER TO GET WET OR DAMP.BEFORE INSTALLING THE MATERIALS,
INSPECT CAREFULLY FOR WATER DAMAGE, STAINING, WARPING, OR INITIAL SIGNS OF MOLD GROWTH.
SUCH SIGNS MIGHT BE VISIBLE PATCHES OF MOLD, OR MUSTY ODORS ASSOCIATED WITH MOLD OR
MILDEW. DISCARD ANY SUCH MATERIALS IMMEDIATELY. INSTALL A ROOF OR COVER THE NEW
CONSTRUCTION AS SOON AS PRACTICAL.
DRYING WOOD CONSTRUCTION PRIOR TO INSULATION OR DRYWALL INSTALLATION
WHEN THE BUILDING FRAME IS COMPLET AND EXTERIOR SIDING IS INSTALLED, CONTRACTOR SHALL USE A
PIN -TYPE MOISTURE METER TO VERIFY MOISTURE CONTENT IN WOOD FRAMING, FLOOR SHEATHING, WALL
SHEATHING, AND ROOF SHEATHING.
MOISTURE CONTENT OF ALL WOOD MEMBERS AND SHEATHING SHALL BE 15% OR LESS. IF THE 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 HELP MINIMIZE ANY MOISTURE DAMAGE TO
INTERIOR OF WOOD FRAMING SURFACES OR SHEATHING.
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson -Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Project Client & Project Applicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
ChaPt Title
General Notes
7543 7REGISTERED ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
I�3ffi:\►AYI_WK011M1W161010[W.AlIIto) 01
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
04/17/13 A-1,02
Drawn By
Author General Notes
Scale
12" = V-0" Sheet Plot Date 7/17/2023 1:49:46 PM
www.CarIColsonArchitect.com
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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) 1546 S.F.
1 S.F. OF VENT AREA PER 300 S.F. OF FLOOR AREA (1546 DIV. BY 300) = 5.16 S.F.
VENT SIZE 8"x16" (.75 S.F. FREE AREA PER VENT)
NUMBER OF VENTS REQUIRED (5.15 DIVIDED BY .75 = 6.88) 7 VENTS MIN. REQUIRED
(SEE EXTERIOR ELEVATION SHEETS & ARCHITECTURAL FOUNDATION PLAN FOR
LOCATION OF CRAWL SPACE VENTS)
Crawl Space Vent Calculations
4 ii„ = ;1_0111
LOCATION OF PORCH COLUMNS.
SEE LEVEL 1 FLOOR PLAN FOR LOCATION
DIMENSIONS OF COLUMNS.
SEE STRUCTURAL DRAWINGS FOR SIZE OF
SUPPORT POST & CONCRETE FOOTING (TYP)
17'-8"
17'-4"
F ° FOUNDATION VENT
SHADED AREAS (wl DASHED
LINES) INDICATE LOCATION OF
0o WALLS AT LEVEL 1 ABOVE (TYP)
--FOUND. VENT
10' -"1 "
4" ie - 91-5
I
,
0
CONCRETE PORCH SLAB
r
44 _d
OPENING FO
U \,�_ENTRY DOOR
- - CONCRETE DRIVEWAY & WALKWAY SLAB
- THIS LINE INDICATES
- - , - LOCATION OF
BUILDING SETBACK
LINES
61'-0" - 1
11'-11" _ 22'-0"' I 6'-91/8" I
4" 11'- 7" - - -
ofv
i0 FOUND. o---------'—_-------
CV r
6- 10" 6- 1 _—�-/\IOPENING FOR
GARAGE DOOR' ,
R BUILDER NOTE: FLOOR JOISTS DO
NOT SIT ON EXTERIOR I
FOUNDATION WALLS (TYPICAL) - - - -
SEE DETAIL #2 ON THIS PAGE
THEY ARE HUNG FROM THE SIDE
FOR CONCRETE PORCH
SLAB ELEVATION NEXT TO
OF WALL wI JOIST HANGERS.
REFER TO STRUCTURAL DRAWINGS
1
-
FRAMING LAYOUT / BEAMS / SUPPORT POSTS / FOOTINGS:
_I THIS DRAWING DOES NOT SHOW LEVEL 1 FLOOR FRAMING,
HOUSE (TYP)
1
CONCRETE GARAGE SLAB I
SLOPE SLAB 4"TO
BEAM SUPPORT POSTS OR FOOTINGS.
0
N
I
- -
GARAGE DOOR
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
F
r
I
—
INFORMATION
1-
CJ
IT
VENTED CRAWL
LO
SPACE TYP
--BUILDER NOTE: FLOOR JOISTS DO
NOT SIT ON EXTERIOR FOUNDATION
WALLS (TYPICAL) - THEY ARE HUNG I
r
FROM THE SIDE OF WALL wl JOIST I LO
I
CRAWL SPACE M
I
I
>
-
I
HANGERS. N
I
II
ACCESS HATCH `�
� �
I I
I
� ' \
OPENING FOR z ,
REFER TO STRUCTURAL DRAWINGS I
L
-------J I I
I
I
- ''
GARAGE ENTRY DOOR
FOUND. VENT L
— _ _ — J — _ _
-- JJ
OPENING FOR
LOCATION OF CRAWL SPACE
ACCESS HATCH
MUDROOM ENTRY I
DASHED LINES INDICATE
SUPPORT POSTS I FOOTINGS I BEAMS
DOOR I
CONCRETE CRACK CONTROL,
SEE STRUCTURAL DRAWINGS FOR
SHADED AREAS (wl DASHED
JOINTS IN CONCRETE GARAGE
LOCATIONS OF ALL SUPPORT POSTS &
FOOTINGS FOR FLOOR FRAMING BEAMS.
LINES) INDICATE LOCATION OF
I
SLAB (TYP)
°
WALLS AT LEVEL 1 ABOVE (TYP)>I
CJ
SEE STRUCTURAL DRAWINGS FOR SIZE
OF SUPPORT POST &CONCRETE Fr — —
— — — I —
a
FOOTING (TYP) I
I
- I
SHADED CONCRETE SLAB >
I
5' - 11 1 /2"
I
AREA SHALL BE
LEVEL (TYP)
\
21 ' - 11 1 /2"
9'- 7 1 /2"
I 7'- 5"
5'- 11 1 /2"
116'
- 0 1 /2"
01
SEE BUILDING SECTION FOR
SEE DETAIL #2 ON -THIS PAGE
C�
;
INFORMATION ON r
7
FOR_ CONCRETE PORCH
WATERPROOFING @ F_
SLAB ELEVATION NEXT TO, _
U k
;
EXTERIOR FACE OF
°
T
HOUSE (TYP)>
Io
I
FOUNDATION WALLS (TYP)
OPENING FOR
FOUND. VENT
DASHED LINES INDICATE
FOUND.
I
PATIO / PORCH
CONCRETE CRACK CONTROL
VENT
I
DOORS
JOINTS IN CONCRETE PORCH
,
SLAB (TYP)
°
CJ
- -
T
7' - 5"
14' - 6 1 /2"
-
4' 5"
3'
_
21 ` - 11 1 /2"
T _ 5"
1
- > ' 9''- 7 1 /2"
9' - 7 1 /2"
12' - 4 1 /2"
_
CONCRETE PORCH SLAB
N
r
r
N
FOUND.
I
CONCRETE
r
(O
�
r
N
VENT
,
GARAGE SLAB
10
3 1 /2" 9' - 7 1 /2"
1' % 5"
in
N
— —
rV7--
CJ
.00
------
39'-0"
- 9'-71/2" -
I
121-414'
LOCATION OF FULL HEIGHT PORCH COLUMNS WOOD POSTS OVER
CONC. SONOTUBE COLUMNS OVER CONCRETE FOOTINGS.
I
DASHED LINES INDICATE
SEE LEVEL 1 FLOOR PLAN FOR LOCATION
— - —,�
r
CONCRETE CRACK CONTROL
DIMENSIONS OF COLUMNS.
I I
I
JOINTS IN CONCRETE GARAGE
SEE STRUCTURAL DRAWINGS FOR SIZE OF N
SUPPORT POST & CONCRETE FOOTING (TYP)
-I _I
I I
31
I , -SLAB(TYP)-
�I
- �
o
'
M
L�
SEE LEVEL 1 FLOOR PLAN FOR ALL EXTERIOR WALL M
a - , - �I
I �
`f'
& COLUMN / FOUNDATION LOCATIONS (TYP)
SHADED_CONCRETE', I I>
SEE STRUCTURAL DRAWINGS FOR ALL ELEVATIONS
° SLAB AREA SHALL BE
, LEVEL (TYP)
OF ALL CONCRETE WALL, FOOTINGS, FOUNDATIONS
BUILDER NOTE: DOWNSPOUTS
OPENING FOR
OPENING FOR
COORDINATE DOWNSPOUT LOCATIONS w/OWNER
ADU ENTRY DOOR
I
-
GARAGE DOOR - ' -
- - -
AND FOUNDATION SUBCONTRACTOR PRIOR TO
- -
INSTALLATION OF BELOW GRADE PERIMETER
,
— — — — — — — — — —
DRAIN LINES AND INSTALLATION OF r
1' O" 6' - 0,"
15' - 0"
oe
■ _ 1
DOWNSPOUTS @ UPPER AND LOWER ROOFS r
North
Architectural Dimensions Foundation Plan
SEE DETAIL #2 ON THIS P GE FOR CONCRETE DRIVEWAY &
ONCRETE PORCH SLAB
WALKWAY SLAB
f�2Z-
ELEVATION NEXT TO HOUSE (TYP)
1 /4�� = 1 1_011
oe
61'-0"
CONTRACTOR NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL
FOUNDATION WALL CONNECTIONS, REINFORCING, ANCHOR BOLTS,
SEISIMIC CONNECTIONS AT ALL FOUNDATION WALLS (TYP)
CONTRACTOR NOTE:
THIS DRAWING IS NOT THE ONLY FOUNDATION PLAN. THIS PLAN WAS
DONE TO SHOW DIMENSIONS FOR LAYOUT OF FOUNDATION PLAN.
FRAMING LAYOUT / BEAMS / SUPPORT POSTS / FOOTINGS:
THIS DRAWING DOES NOT SHOW LEVEL 1 FLOOR FRAMING, BEAM
SUPPORT POSTS OR FOOTINGS.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
FRAMER NOTE:
LEVEL 1 FLOOR JOISTS ARE TO BEAR ON TOP
OF DROPPED SUPPORT BEAMS, UNLESS
NOTED OTHERWISE. SEE STRUCTURAL
DRAWINGS
THIS LINE INDICATES LOCATION
OF BUILDING SETBACK LINES
1
1
PROPERTY
LINE
1
1
1
1
1
I
1
1
LO _ 3
LO 1 A-4.1
1
1
1
1
1
1 1
1
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
6' - 9 1 /8"
I
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarlColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Pro-ject Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Foundation Plan
For Dimension
Layout
7543 REGISTERS
////✓n- /A{/RCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
11 17-18-2023 I PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
07/03/18 A-2,0 1
Drawn By
Author Foundation Plan For Dimension Layout
Scale
As indicated Sheet Plot Date 7/17/2023 1:51:28 PM
www.CarIColsonArchitect.com
TANG RESIDENCE
BUILDING AREA CALCULATIONS
1
1
NOTES TO LEVEL 1 FLOOR PLAN
20 FRONT BLDG.
SETBACK
TOILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO
5' SIDE BLDG.
ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE
SETBACK
OR END WALL AND COUNTERTOP WITH TOILET FIXTURE AT
1 6-5"
MIDPOINT.
1
KITCHEN CABINETS AND COUNTER LAYOUTS BY OWNER
9 — — — — — — —
SELECTED KITCHEN DESIGNER. KITCHEN PLAN SHOWN IS
1
SCHEMATIC ONLY. OWNER TO SELECT KITCHEN CABINETS STYLE,
1
LAYOUT, APPLIANCES, PLUMBING FIXTURES, AND COUNTERTOP
r
1
11
MATERIALS
1
-
17'-8"
3'-5" 3'-5" 5'-5"
0 O
1 N N
OI BUILT-IN r M
LINE OF UPPER CABINETS ABOVE. SHELVES Lo
BELOW SEE SHEET A 4.3 FOR WINDOW JAMB
3. BUILT-IN REFRIGERATOR W/ SIDE PANELS BY CABINET WINDOWS DETAIL @ DOUBLE OR TRIPLE
WINDOWS (TYP)
MANUFACTURER. 42" WIDE MODEL SHOWN, VERIFY WIDTH w/
OWNER SELECTED REFRIGERATOR. 1
4.) GAS RANGE / COOKTOP (SELECTION BY OWNER) W/ 8" DIA.
1
N
r
I 1 r&7'
N
r
RIGID METAL / ALUMINUM EXHAUST VENT UP AND TO EXIT THRU
N
",'
ROOF ABOVE GARAGE STORAGE AREA. COORDINATE SELECTION &
T
I 1 L
10
Living T
INSTALLATION W/ OWNER AND KITCHEN DESIGNER. COORDINATE
EXHAUST VENT LOCATION W/ OWNER.
I
ADJUSTABLE SHELVING IN PANTRY HEIGHT, WIDTH, MATERIAL
1
16 1/2"
AND NUMBER OF SHELVES TO BE SELECTED BY OWNER.
I
nl
It
LINE OF BEAM ABOVE. SEE STRUCT. -
BUILT-IN r
M
DWGS.
SHELVES Lo
�
CASED OPENING W/ TRIM TO ALIGN —
KITCHEN ISLAND W/ VEGETABLE SINK AND CABINETS BELOW &
N
OI BELOW -1w/HEAD
TRIM @DOORS (TYP)
SPACE FOR SEATING AS SHOWN. WELDED STEEL PLATES TO
r
r
wlNDows
SUPPORT CANTILEVERED COUNTERTOP. COORDINATE THIS DETAIL in
CO
I
11
22
W/ CABINET SUPPLIER o
1
I
-
T
1
2' 2"
13'-4"01
ALL STAIR GUARDRAILS AND POSTS SHALL BE SELECTED BY
OWNER. N
AREA w/ DIAGONAL LINES IS Ln
34" HIGH WOOD RAILING (SEE GUARDRAIL NOTES ON SHEET A-4.1) NOg
LOCATION OF CANTILEVERED Ln
CD
AT STAIRS TO UPPER LEVEL.
I
BATHROOM FLOOR ABOVE
z
1
M
Dinin ;
CARPETED STAIRS W/ PAINTED OR STAINED WOOD STAIR
I
'
GUARDRAILS AND HANDRAILS. REFER TO STAIR NOTES ON SHEET J
B 17 2 1/2
�
A-4.1 FOR INFORMATION. STAIR MATERIAL SELECTION BY OWNER
I
i
17' - 2 1 /2" M
LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR Q
INFORMATION.
J
10. MANUFACTURED GAS FIREPLACE (SELECTION BY OWNER).
o
INSTALL PER ALL APPLICABLE BUILDING AND SAFETY CODES.
T
11
I
FIREPLACE MANTLE SELECTION AND INSTALLATION HEIGHT TO BE
3
m
N
1
BY OWNER. FIREPLACE TO BE VENTED THRU METAL FLUE
THROUGH REAR EXTERIOR WALL.. INSTALL 5/8" TYPE "X" G.W.B. AT
SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. INSTALL BUILDING
1
DIRECT VENT MANUFACTURED GAS FIREPLACE IN ACCORDANCE SECTION
j
1
W/ MANUFACTURER'S SPECIFICATIONS AND STATE CODES
2- U
M. BUILT-IN SHELVES ADJACENT TO FIREPLACE. COORDINATE
M
TYPE OF SHELVES, NUMBER AND HEIGHTS OF SHELVES WITH
HEAT
IF KITC
OWNER
PUMP
SEL
SCH
1
STY
12. TILE FLOORING AT BATHROOM. SELECTION BY OWNER.
I
COU
PROVIDE BLOCKING IN ALL BATHROOMS FOR TOWEL BARS &
I
TOILET PAPER HOLDERS.
I
M. QUARTZ COUNTERTOP & BACKSPLASH W/ UNDERMOUNT SINK
1
7'- 7 1
W/ MIRROR ABOVE AND WOOD CABINET BELOW AT ALL
BATHROOMS (TYP). SINK, COUNTERTOP, CABINETS, MIRROR, AND
PLUMBING FIXTURES SELECTION BY OWNER.
I 9 401
14. ELECTRIC HYBRID HEAT PUMP WATER HEATER IN GARAGE.
COORDINATE LOCATION OF HEATER W/ OWNER. VENT WATER
HEATER TO EXTERIOR THROUGH MANUFACTURE APPROVED VENT
PIPE. COORDINATE VENT PIPE LOCATION W/ OWNER.
1
I
15.) CONCRETE CRACK CONTROL JOINT IN SLAB. CONTRACTOR
SHALL BE SAWCUT. INSTALL CONCRETE CONTROL JOINTS SO THAT
MAX AREA OF SLAB WITHIN JOINT BOUNDARIES SHALL BE 120 S.F.
MAX.. THESE JOINTS ARE TO BE INSTALLED TO MINIMIZE CRACKING
OF CONCRETE SLABS.
1
16. LOCATION OF ELECTRIC METER / PANEL AND GAS METER.
INSTALL PER SAFETY CODES AND REQUIREMENTS OF EACH
UTILITY. COORDINATE METER LOCATIONS W/ OWNER.
17. SEE NOTES ON THIS SHEET FOR SEPARATION REQUIREMENTS
(FOR WALLS AND DOORS) BETWEEN GARAGE / LIVING SPACE /
ACCESSORY DWELLING UNIT
1
I
18. PORCH ROOF SUPPORT COLUMNS W/ WOOD WRAP - SEE
COLUMN DETAIL ON SHEET A-3.1
M. LINE OF PORCH ROOF SUPPORT BEAM ABOVE - SEE
STRUCTURAL DRAWINGS
1
I
20. CONCRETE WALKWAY / DRIVEWAY / GARAGE SLAB: (4"
CONCRETE SLAB OVER COMPACTED GRAVEL BASE) W/ EXPANSION
& CRACK CONTROL JOINTS. OWNER AND BUILDER SHALL
COORDINATE FINISH TEXTURE OF PORCH, WALKWAY, AND
DRIVEWAY CONCRETE SLABS
1 5' SIDE BLDG.
22.) TRIM CARPENTER NOTE: ALL CASED OPENINGS IN 2x6 WALLS
I SETBACK
SHALL BE TRIMMED W/ PAINTED MDF CASING & TRIM AT HEAD AND
—
JAMBS AS SELECTED BY OWNER (TYPICAL)
20' FRONT BLDG.
SETBACK
-0riveway
Entry Walk
61'-0" - -
9,5" ill -ill, 22'-0"
- 4'-1" 3'-5" 4'-5" ill -0" - - 11'-01, - 5SIDE
001 BLDG.
SETBACK
—18 — Plantin r - -
------ --------_-----t4vg�_
— —_ _ —Bed __-----_—_-- —
19 �p 1J 16' x 8' CARRIAGE STYLE GARAG DO w/ AUTOMATIC OPENERS
— ---- --- - 1
Covered GARAGE SLAB -
Entry Parch o0 0 0 (ELEV. 175.04)
1
I I'
- - I
4' $ 1 /2" 4' . 8 1 /2"
0) k�= 1
Home Office I
I 1
co
r
o
CA
2868
A
GLASST \ L - - - - - - - - -
' DOORS
N II
II10
9' - 10 1/2"
Entry Vestibule =
7
III
8 HVAC CHASE
UP ih
2" 5 -1 " 3'-8" 4'-8"
3 N M Mud
Cn
EQ
1 I 6-1- 24
2668 1 r122° x 4y, o�RAW� �
1 1 I SPA¢E ACOESSI I
�EQ L MTV-J
I
I
5' -6" 4'-7"
22
5'-3" 5'-8"
LJ
II /
BUILT-IN SHELVES OR 00
00
CABINETS (BELOW
LANDING) FACING
5'- 1" MUDROOM 7' - 1 "
3' - 7 1/2"
Ce) 7'- 8 1
� N
T
I'
— ELEC.
Ce)GJ MTR.
16
GAS
- GARAGE SLAB 2 Car Garage AREA w/ DIAGONAL LINES 3080
(ELEV. 175.39) IS LOCATION OF
- 1-3/8" THICK SOLID CORE\/??�
�, - ' -CANTILEVERED -
DOOR w/ WEATHERSTRIPPINGI BATHROOM FLOOR ABOVE
t & SELF -CLOSING DEVICE
5'- 6 1/2" 4' I 11 ' - 8 1 /2" TRASH
LC
15
LINE OF FLUSH
3 BEAM ABOVE. SE 13 St ra eL LEVEL 1 FLOOR
STRUCT. DWGS. o� M
2668 (ELEV. 175.56)
1 Pam Pwdr.7
ECTED
LE,
12
5
LINE OF FLUSH BEAM
2 1 1
_ ABOVE BELOW WALL
C°
00 ABOVE. SEE STRUCT. 1
4
G
M DWGS.
Kitchen
--- — ----
6
7 Bedroom #4
4' - 9" - 6" 3' - 10" 1' - 10" 3' - 5
1/2"
13' - 5"
HEN CABINETS AND COUNTER LAYOUTS BY OWNER
r
LINE OF PORCH ONE -HOUR RATED 2 x 4 4' - 3 1/2"
KITCHEN DESIGNER. KITCHEN PLAN SHOWN IS
I
WALL ABOVE. SEE WALLS PER IRC R302.3.1 FOR
EMATIC ONLY. OWNER TO SELECT KITCHEN CABINETS r
I 5080
STRUCT. DWGS. WALLS SUPPORTING 1-HOUR
LAYOUT, APPLIANCES, PLUMBING FIXTURES, AND
NTERTOP MATERIALS
��
2-PANEL _
FLOOR ASSEMBLY ABO METAL ATED
_
SLIDING
FIRE OR w/
Dw
- - -
°'
CLOSE &
�o
o o I GLASS Covered Porch_ O 12868 SECU TY LOCK ' -17 ■
0 0 o O 7080 DOORS. - -
/2
—
-
20 131.4
sf
2' - 11 ", 6- 5 112" - -4' - 1'1 1 / ' -I 1
4' - 5"
3'
111 T r 5„
— I
�21'-11 1%2" —--_—_—_— ,—_— - I'll 9'-71/2"
P1' - 8"
r
3 1/2" 9' - 7 1/2"
1
1 6, t O„
-
co 20 cfl
"3 Ji 1 19 19
1----- 1
1
Patio
18 11' - 4" 18 9
r
�1
FIRE SEPARATION BETWEEN
10
r,
RESIDENCE & ADU
in
N
T1
BUILDER & CITY OF EDMONDS PLAN REVIEWER:
1
North
SEE FIRE SEPARATION ASSEMBLY NOTES @ LOWER
16' 0"
RIGHT OF THIS SHEET.
A EE HEST ETAIL WIN NE H R
S S -4FR D.3 0 SSH 0 GO OU
RATED WALL ASSEMBLY DETAIL AND ONE HOUR
RATED FLOOR / CEILING ASSEMBLY DETAIL.
LEVEL 1 FLOOR PLAN PORTIONS OF LEVEL GARAGE SLABS
GARAGE SLAB @ AREAS w/ DIAGONAL LINES ARE LEVEL
1 /411 = 1 -011 @ ELEV. 175.39
N
N
N
C0
1-3/8" THICK SOLID CORE DOOR
w/, SELF -CLOSING DEVICE
12 N - ' GARAGE SLAB -
co
N � TILE "(ELEV. 1"75.39)' ,
13 SHOWER PROVIDE WATER SUPPLY IN ADU -H
_
PAN `O GARAGE FOR FUTURE ON- o
DEMAND WATER
0,HEATER.
CO R$ AT /0 NE
HEAT PUMP FOR ADU
777 -- — — — — —
P 1 4 1 lo-
L, SHADED AREA ; o
.L -L IS ACCESSORY -
CM DWELLING UNIT
F -T
— — — TRASHI -------=- -
1� _ 1
- N -
A.D.U.. -
RECY -EI
o' -BI
GARAGE SLAB
15 - -
�I� (ELEV. 175.18) I
'8' -_O' - 14'-0" - -
19 F
1 o'---CJ9
--------
18 J M '— -
- CJ 12',- 4 - 6 , 0
6' '0"15'=0""1 - -
2001 2�' - 0" - - I 6'- 9 1 /8"
T
CJ 6 SIDE
7- BLDG.
SETBACK
CONCRETE CONTROL JOINTS
CONCRETE SUBCONTRACTOR SHALL VERIFY
& INSTALL ALL CONCRETE CONTROL JOINT
LOCATIONS IN DRIVEWAYS, WALKWAYS, AND
GARAGE SLABS TO PREVENT RANDOM
CRACKING OF CONCRETE SLABS
3
A-4.1
BUILDING
SECTION
I
I
ESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SINGLE FAMILY RESIDENCE
LEVEL 1 FLOOR AREA (HEATED) 1546 s.f..
LEVEL 2 FLOOR AREA (HEATED) 1761 s.f.
TOTAL FLOOR AREA (HEATED) 3307 s.f.
GARAGE / STORAGE AREA 697 S.F.
ENTRY PORCH 75 S.F.
REAR PATIO/ PORCH 204 S.F. Carl J. Colson - Architect
UPPER PORCH 153 S.F. PLLC
ACCESSORY DWELLING UNIT (ADU
LEVEL 1 FLOOR AREA (HEATED)
106 s.f.
LEVEL 2 FLOOR AREA (HEATED)
611 s.f.
TOTAL FLOOR AREA (HEATED)
717 s.f.
GARAGE / STORAGE AREA
257 S.F.
LOT SIZE
FOOTPRINT: 8201 S.F.
35% COVERAGE MAX: 2870 S.F.
LOT COVERAGE
FOOTPRINT: 2868 S.F.
COVERAGE: 34.97%.
IMPERVIOUS AREA CALCULATIONS
HOUSE & ADU =
3160 S.F.
(INCLUDES ROOF OVERHANG
& COVERED PORCHES)
ENTRY DRIVEWAY =
477 S.F.
ADU DRIVEWAY =
369 S.F.
OPEN PATIO =
44 S.F.
ENTRY WALKWAY =
74 S.F.
(PAVED AREAS DO NOT
INCLUDE PORTION OF PAVING
COVERED BY ROOF OVERHANGS)
TOTAL =
4124 S.F.
(4124 DIVIDED BY 8120 =
50.78%)
LANDSCAPE COVERAGE
LANDSCAPED AREA
4077S.F.
(4077 / 8201 = 49.7%)
LANDSCAPE PERCENTAGE
49.7%
TANG RESIDENCE & ADU FLOOR FINISH SCHEDULE
(ALL MATERIALS & COLORS TO BE SELECTED BY OWNER)
LEVEL 1: ENTRY, HALL, LIVING; WOOD
LEVEL 1: KITCHEN, DINING, PANTRY, WOOD
LEVEL 1: ENSUITE BEDROOM & CLOSET CARPET
LEVEL 1: OFFICE, STORAGE: CARPET
LEVEL 1: ALL BATHROOMS: TILE
STAIRS TO ALL LEVELS: CARPET
LEVEL 2: ALL ROOMS EXCEPT BATHROOM: CARPET
LEVEL 2: BATHROOMS, LAUNDRY TILE
LEVEL 2: PORCH FLUID APPLIED OR MEMBRANE
WATERPROOFING AS SELECTED BY OWNER.
TANG RESIDENCE & ADU WALL & CEILING FINISH SCHEDULE
(ALL PAINT COLORS & SHEENS SELECTED BY OWNER.
KITCHEN AND BATHROOMS SHALL HAVE TILE BACKSPLASH).
LEVEL 1: ALL ROOMS: GYP. BD: LEVEL 4 FINISH
(NO ORANGE PEEL TEXTURE)
LEVEL 2: ALL ROOMS: GYP. BD: LEVEL 4 FINISH
(NO ORANGE PEEL TEXTURE)
GARAGE: GYP. BD: LEVEL 3 FINISH
SHOWERS: AS SELECTED BY OWNER
TUB / SHOWER: AS SELECTED BY OWNER
COUNTERTOPS
ALL COUNTERTOPS SHALL BE QUARTZ, EXCEPT FOR
LAUNDRY ROOM COUNTERS. COORDINATE THIS MATERIAL
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
OCCUPANCY SEPARATION BETWEEN SINGLE FAMILY
RESIDENCE & ACCESSORY DWELLING UNIT
CEILINGS: SEE 1-HOUR FIRE RATED CEILING / FLOOR ASSEMBLY
DETAIL ON SHEET A-4.3
WALLS: SEE 1-HOUR FIRE RATED WALL ASSEMBLY DETAIL ON
SHEET A-4.3
FIRE SEPARATION BETWEEN RESIDENCE AND ACCESSORY
DWELLING UNIT
(SEE SHEET A-4.3 FOR ONE -HOUR FIRE RATED ASSEMBLY
DETAILS
DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE
SEPARATED FROM EACH OTHER BY WALL AND FLOOR
ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE -
RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH
ASTM El 19, UL 263 OR SECTION 703.3 OF THE INTERNATIONAL
BUILDING CODE. FIRE RESISTANCE -RATED
FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND
BE TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIE
SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE
OFTHE ROOF SHEATHING.
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Level 1 Floor Plan
Drawings for Conditional
Use Permit for ADU
4-19-2023
7543 REGISTERS
/ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
11 17-18-2023 I PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
03/28/13 A-2,02
Drawn By
Author Level 1 Floor Plan
Scale
AS indicated Sheet Plot Date 7/17/2023 1:51 :49 PM
www.CarIColsonArchitect.com
■
61'-0"
AIR BARRIER / AIR INFILTRATION NOTES
ALL AIR BARRIERS AND INSULATION INSTALLATIONS SHALL COMPLY WITH THE
3'- 3"
2018 WASHINGTON STATE ENERGY CODE PER TABLE R402.4.1.1
AIR BARRIER: CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING
5
ENVELOPE. BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED. AIR
PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL.
O
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:
0
1) SPACE BETWEEN WINDOWS/DOOR JAMBS & FRAMING AND SKYLIGHTS &
-
N*
FRAMING.
Lo
10
T
2) DUCTS, SHAFTS, UTILITY PENETRATIONS & FLUE SHAFTS OPENING TO EXT. OR
LO
UNCONDITIONED SPACE.
T
3) JUNCTIONS OF FOUNDATION & SILL PLATE & JUNCTION OF THE TOP PLATE &
0
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).10
6) BETWEEN GARAGE AND CONDITIONED SPACES.
7) AIR BARRIER TO BE INSTALLED ON FIREPLACE WALLS - FIREPLACE TO HAVE
F_
GASKETED DOORS.
N
I
13'-0" 4'-8" 4'-8" 12'-0" 4'-8"
2'-5" 2'-3" 4'-31/2" 3'-5" 4'-31/2" 2'-4" 2'-4" 3'-6"
ee
Ile
3'-3" 3'-3" 3'-3" 6'-2"
LI -6 - - - 5
I
O O
Master Bedroom #1 0 0 I
FRAMER NOTE / WINDOW HEAD HEIGHT N T Bedroom #2 �, N I
ALL WINDOWS AT LEVEL 2 TO HAVE A HEAD r rn
HEIGHT OF 6' 10 -1/2" SO THAT TOP OF -
WINDOW TRIM ALIGNS w/ TOP OF DOOR TRIM rn L - - J L - 1 J
FRAMER NOTE: ALL PLYWOOD SUBFLOOR IS
TO BE ADHERED TO JOISTS W/ SUBFLOOR
ADHESIVE AND SCREWS PER STRUCTURAL
DRAWINGS (TYP) 0
I
SHADED WALLS INDICATE 2 x 6 STUD
WALLS (TYP)
11'-5" 5'-91/2" 5'-7"
SCISSOR TRUSS @ MASTER FURR BATHROOM
BEDROOM CEILING (TYP) CEILING @THIS AREA
BELOW SCISSOR N
3'- 11 " TRUSSES ABOVE T
BATHROOM, SO AT
BATHROOM C LING IS
8) OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOF, r O° 2868
WALLS, AND FLOORS I CENTER TUB ' FLAT
9) BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS r ICE BETWEEN `�
10) JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS "I I WALL WINDOWS 12
11) ALL OTHER OPENINGS IN THE BUILDING ENVELOPE
I SPOUT 13' - 0 1/2"r-------1
I o o r I AFETY 1 SKYLIGHT 1
WALL CORNERS & HDRS. SHALL BE INSULATED & SHALL BE SEALED. FLOORS, I I
INCLUDING ABOVE GARAGE AND CANTILEVERED FLOORS - INSUL. SHALL BE co °' °' "' GLAZING @ L_______J
INSTALLED TO MAINTAIN PERMANENT CONTACT W/ UNDERSIDE OF SUBFLOOR I WINDOWS Master Bathroom
DECKING. THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF N I E
INSUL. RIM JOIST SHALL BE INSULATED & INCLUDE AIR BARRIER. T I 13
14
CEILING/ATTIC - AIR BARRIER @ DROPPED CEILING/SOFFIT SHALL BE ALIGNED W/
N
THE INSUL. AND ANY GAPS IN AIR BARRIER SEALED. ACCESS OPENINGS, DROP-
I
TILE
DOWN STAIR, ETC. INTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. BATT
T
-I
SHOWER;
PAN, ---
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 3
ELECTRICAL/COMMUNICATION BOXES OR INSTALL AIR SEALED BOXES. A-4.1
r
o
�,
5'- 5 1/2"
EXTERIOR WALLS ADJACENT TO TUBS/SHOWERS TO BE INSULATED AND AIR BUILDINGCDSECTION
T
0
BARRIER SHALL SEPARATE THE INSULATED WALL FROM THE SHOWER/TUB.
In
TIPS FOR AIR SEALING THE BUILDING ENVELOPE Seal corner studs on exterior and interior walls
M
Caulk drywall to top and bottom plates Seal vents and fans at penetration
0
Seal all penetrations
Vapor
retarder
(If appropriate. Check local code requirements.) /- / Seal windows and
doors into rough
6
openings
Lap exterior+ /
sheathing
panels over
intersections
between -
For
Rim Boards, \.. exterior
band joists and
plates and/or walls, seal
seal at panel at top and
joints and - ® bottom
around plates
edges. and/or
extend
exterior
Seal house sheathing
wrap or over joints
building paper Seal plumbing penetrations between
to top and framing
bottom plate - sections
Seal
exterior
penetrr
Caulk between Rim Boards,
band joists and plates
Seal ductwork with mastic
Seal registers and HVAC penetrations
AIR SEALING OPTION
COORDINATE THIS ITEM w/ OWNER. PRIOR TO
INSULATION, INSTALL AERO-BARRIER AIR SEALING
SPRAY TO SEAL ALL AIR LEAKS
5
O
5' 11 1/2" '.
Familv Room
SHADED WALLS INDICATE 2 x 6
STUD WALLS (TYP).
USE DOOR FRAMES FOR 2 x 6
WALLS @ 2 x 6 WALL LOCATIONS
(TYP)
WETBAR W/ SINK. COORDINATE
W/ OWNER
BIRD BLOCK EAVES
BIRDBLOCKSAT ALL EAVES -
IUI IDI
3'-8" 3'-5" 3'-5"
14'-2"
Tan Residence Window Schedule
QTY U-VALU
TAG ID WIDTH HEIGHT AREA TYPE GLAZING E COMMENTS
A
14
3' - 0"
5' - 0"
210 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
B
8
3' - 0"
5' - 0"
5' - 0"
120 SF
Single Hung
Single Hung
Low E
Low E
0.28
No Grids
With Grids - See Window Legend
No Grids
C
2
2' - 8"
27 SF
0.28
D
9
T - 0"
4' - 0"
108 SF
Single Hung
Low E
0.28
E
3
2' - 8"
4' - 0"
32 SF
Single Hung
Low E
0.28
No Grids
F
2
2' - 6"
4' - 0"
20 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
G
3
2' - 6"
4' - 0"
30 SF
Single Hung
Low E
0.28
No Grids
H
5
T - 0"
T - 6"
53 SF
Single Hung
Low E
0.28
No Grids
1
4
2' - 8"
T - 6"
37 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
J
1
2' - 8"
3' - 6"
9 SF
Single Hung
Low E
0.28
No Grids
K
3
2' - 4"
3' - 6"
25 SF
Single Hung
Low E
0.28
No Grids
L
2
2' - 4"
3' - 0"
14 SF
Single Hung
Low E
0.28
No Grids
M
2
1' - 6"
7' - 10"
24 SF
Sidelights by Simpson
Low E
0.28
By Simpson to match Entry door
N 6 2' - 0" T - 0" 36 SF Skylight
Grand total 744 SF
N FRAMER & TRIM CARPENTER
NOTE: SEE STAIR
c? INFORMATION ON SHEET A-4.1 .
Zo STAIRWELL TREADS, RISERS, &
RAILING / NEWEL POSTS
SELECTION BY OWNER N
9' 7" M
ro
232�
O
I
11'-0" 11'-0"
4'-10" 2'-8" 3'-91/2" 3'-5"
4'-10"
6'- 7 1/2" 2668 6'- 2"
UND BATT
N INSULATION @ MECH. ic)
r - ROOM WALLS TYP
0
r
0
1
11
\owwwn
5'_ 11 11/2"
4' - 4 1 /2"
------
6'
8"
- 8"
6'- 7 1/2"
- 11 " HATCH T
M
F- -1
8
T
1
F-
MECH
SOLID CORE DOOR
IDN
I =
@MECH ROOM
,,,
�>
J on
h
W
m
1=
ao
C
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SKYLIGHT
Master
U' ¢
M
ABOVE
L
Closet
_
�
L - J -
L -
�
w I I
8 - 8
CUT OFF BOTTOM OF 1
36" HIGH HALF r
DOOR 3" FOR MAKEUP
25 N
00
�
o
WALL OR OPEN
AIR TO ENTER
�
{�
3' - 9 1/2"
0 0
SEE SHEET A-4.3 FOR WINDOW JAMB
DETAIL @ DOUBLE OR TRIPLE
WINDOWS (TYP)
Bedroom #3
BUILDER NOTE: INSTALL R-38
BATT INSULATION @ ALL FLOOR
AREAS ABOVE GARAGE (TYP)
0
\I
�1
Moil I s®_
FA
_
2868 r
9 1/2" �t
N
C)
9' - 0"
23
I DRYER
L -1
r
co
io
0
M
12' - 9
1/2"
-AB
SH
AN 32" x "
4'- 5 1/2"
2'
$
3' _ 7"
SAFETY GLAZING
@ DOOR
1
� WASHE
M OL
Laundry
OL
SINK
t ao
CUT OFF BOTTOM o
M
L -1
OF DOOR 3" FOR
zi
MAKEUP AIR TO
N K
fiHIS END OF ;
I T-
ENTER LAUNDR STACK
0 M
w
o I
�.
18
�,- DECK 2" BELOW . - ,
�,.
T
w
I o
-
N
I
WASHER /
DRYER
2
SKYLIGHT FINISH FLOOR OF T
\
r`
N O
v
i:n
ABOVE LIVINGAREA Lo
J
_; I
U
I
O I I
-, Covered b)
S' I I
T
- Porch
I
�
17 22
(ROOF BELO
- -
BEAMS ABOVE
4' 0 14- 1
4' 0"
ROOF
BELOW
36" HIGH 2 x'6 WALLw/
I WALL BELOV
o 11 - 9 1/2"
I
;
SLOPED CAP PIECE
I
a Kitchen
WALL
36' NIGH OPEN_ ,
-
a
BELOW
RAILINGS
rn
3'-8" 3'-6" 4'-0' 11'=4" 6'-0"
a°
N
N Bedroom
COB
N
ATTIC ACCESS HATCH FOR ADU
1/ '
11'-4"
_
SEPARATION WALLS: DARK SHADED WALLS
-
6 8 T
INDICATE ONE -HOUR FIRE RATED SEPARATION
WALLS w/ 2 x 6 STUD BETWEEN RESIDENCE &
A.D.U. (TYP).
HEIGHT OF SEPARATION WALLS B
L ONE HOUR RATED STUD WALLS (AT UPPER
_
LE L) BETWEEN RESIDENCE AND ACCESSORY
cyo)
DWE LING UNIT SHALL EXTEND TO UNDERSIDE OF
SHEATHING. SEE SHEET A-4.3 FOR DETAILS
N
T
REFS
00
c
N
3' - 9"
102 1/2"
10' - 2 1/2"
Home
O
Office
��[
DN ` ADU
11 SHADED FLOOR
AREA ILLUSTRATES
AREA OF
WRAPPED BEAM ABOVE. SEE 36" HIGH OPEN RAILING OR ACCESSORY
SMOKE DETECTORS & ELECT. SWITCHES / OUTLETS STRUCT. DWGS FOR BEAM DWELLING UNIT
REFER TO SHEET A-2.5 FOR ALL SMOKE & CARBON SIZES (TYP) - HALF WALL
0">
MONOXIDE DETECTORS, ELECTRICAL FIXTURES, EXHAUST o '� T
FAN AND SWITCHES REFER TO ROOF PLAN FOR 10
N p �, Dining Living
N_ 19 20 / N 38"HIGH HALF WALL
i4 20
LINE OF 21 CAI
ROOF -------------- rE T 1
ABOVE 12' - 6" 6 - 6 1/2" co 6' 8"
DN ih
17'-8" 21'-4"
GUTTERS @ LOWER ROOF NOTES TO LEVEL 2 FLOOR PLAN
SHADED AREA @ PERIMETER OF
LOWER ROOF INDICATES LOCATION TOILET CLEARANCES SHALL BE 15" FROM CENTER
OF GUTTERS (TYP) OF FIXTURE TO ADJACENT WALL OR
REFER TO ROOF PLAN FOR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE OR
NOTES ON ROOF CONSTRUCTION END WALL AND COUNTERTOP WITH TOILET
& FLASHING (TYP) FIXTURE AT MIDPOINT.
5
�r M
coN
IN
I� -
co r
N
IN
r
co
vc
r
0 ao r M
�N d w Lr)
cliT N
T
C
r N
_ N
r
CD
r
6 T
NOTES ON ROOF CONSTRUCTION
N r co
DOOR & WINDOW INFORMATION
& FLASHING (TYP)
FRAMER NOTE 1 WINDOW HEAD HEIGHT
ALL WINDOWS AT LEVEL HAVE A HEAD
REFER TO SHEET A-5.1 FOR ALL DOOR & WINDOW TYPES &
GUTTERS @ LOWER ROOF
HEIGHT OF 6' 10 -1/2" SO THHATAT TOP OF O -
SIZES.
FRAMER NOTE: DOOR & WINDOW HEAD HEIGHTS @ LEVEL 2
SHADED AREA @PERIMETER
OF LOWER ROOF INDICATES
WINDOW TRIM ALIGNS w/ TOP OF DOOR TRIM r
r 0 O co
ALL WINDOWS AT UPPER LEVEL TO HAVE A HEAD HEIGHT OF
LOCATION OF GUTTERS (TYP)
N
6' 10-1/2" SO THAT HEAD OF WINDOW TRIM ALIGNS w/ HEAD
M O 0
OF DOOR TRIM(TYP)
- -'
PRIOR TO ORDERING WINDOWS FOR THIS LEVEL, VERIFY
r r NN
WINDOW OPENING SIZES IN FRAMING (TYP)
- - - 5
FIRE SEPARATION BETWEEN RESIDENCE & ADU
r-�
5 LJ
BUILDER & CITY OF EDMONDS PLAN REVIEWER:
SEE FIRE SEPARATION ASSEMBLY NOTES @ LOWER RIGHT OF THIS SHEET.
5'- 5" 3'- 5" 3'- 0" 3'- 4 1/2" 3'- 5" 3'- 4 1/2"
SEE SHEET A-4.3 FOR DETAILS SHOWING ONE HOUR RATED WALL ASSEMBLY
11' - 1 10' - 2"
DETAIL AND ONE HOUR RATED FLOOR / CEILING ASSEMBLY DETAIL.
39' - 0"
22' - 0"
61'-0"
Level 2 Floor Plan
FIRE SEPARATION BETWEEN RESIDENCE AND ACCESSORY DWELLING UNIT
(SEE SHEET A-4.3 FOR ONE -HOUR FIRE RATED ASSEMBLY DETAILS)
1
DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL
1 /4" 11-011
AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE -RESISTANCE RATING WHERE
=
TESTED IN ACCORDANCE WITH ASTM E119, UL 263 OR SECTION 703.3 OF THE INTERNATIONAL
North
BUILDING CODE. FIRE RESISTANCE -RATED
FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR
WALL, AND WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OFTHE
ROOF SHEATHING.
1I KITCHEN CABINETS AND COUNTER LAYOUTS
BY OWNER SELECTED KITCHEN DESIGNER.
KITCHEN PLAN SHOWN IS SCHEMATIC ONLY.
OWNER TO SELECT KITCHEN CABINETS STYLE,
LAYOUT, APPLIANCES, PLUMBING FIXTURES, AND
COUNTERTOP MATERIALS
OPEN TO STAIRS / HALLWAY BELOW.
WOOD STAIRS W/ PAINTED OR STAINED WOOD
STAIR GUARDRAILS (36" HIGH) AND HANDRAILS.
REFER TO STAIR NOTES ON SHEET A-4.1 FOR
INFORMATION. STAIR MATERIAL SELECTION BY
OWNER
LINE OF WOOD HANDRAIL (36" HIGH) AT WALL
AT SIDE OF STAIRS.
SURFACE OF ROOF BELOW. SEE ROOF PLAN
FOR TYPICAL ROOF CONSTRUCTION
INFORMATION.
LINE OF ROOF OVERHANG ABOVE. SEE ROOF
PLAN FOR INFORMATION.
L SHELVES AT LINEN AND STORAGE CLOSETS.
COORDINATE TYPE OF SHELVES, NUMBER AND
HEIGHTS OF SHELVES WITH OWNER
TILE FLOORING AT ALL BATHROOMS AND
LAUNDRY ROOM. SELECTION BY OWNER.
9.) PROVIDE 2 x 8 BLOCKING IN SHOWER FRAMING
WALLS FOR FUTURE GRAB -BAR INSTALLATION
1� ALL INTERIOR PLUMBING WALLS SHALL BE
INSULATED FOR SOUND CONTROL. WRAP PIPES IN
FOAM INSULATION JACKETS (TYP)
1� PROVIDE BLOCKING IN ALL BATHROOMS FOR
TOWEL BARS & TOILET PAPER HOLDERS.
1L QUARTZ COUNTERTOP W/ UNDERMOUNT SINK
W/ MIRROR ABOVE AND WOOD CABINET BELOW AT
ALL BATHROOMS (TYP). SINK, COUNTERTOP,
CABINETS, MIRROR, AND PLUMBING FIXTURES
3 SELECTION BY OWNER.
A-4.1 1L SOAKING TUB - SELECTION BY OWNER.
BUILDING 14.1 SHOWER IN MASTER BATH: 36" x 60" LOW
SECTION THRESHOLD ACCESSIBLE SHOWER PAN w/ TILE
WALLS AND GLASS DOOR & SIDE PANEL.
COORDINATE w/ OWNER
15. SHOWER IN BATHROOM #1: 32" x 54" LOW
THRESHOLD ACCESSIBLE SHOWER PAN w/ TILE
WALLS AND GLASS DOOR & SIDE PANEL.
COORDINATE w/ OWNER
M. SHOWER / TUB IN BATHROOM #2: ONE-PIECE
TUB / SHOWER COMBO w/ DOUBLE FRAMELESS
GLASS DOORS, AS SELECTED BY OWNER
17. COVERED PORCH W/ WATERPROOF WALKING
SURFACE MEMBRANE (SELECTION & COLOR BY
OWNER) OVER PRESSURE TREATED PLYWOOD
AND PRESSURE TREATED WOOD FRAMING AND
SUPPORT POSTS. REFER TO STRUCTURAL
DRAWINGS FOR ALL DECK FRAMING
INFORMATION. DECK WATERPROOFING TO BE
INSTALLED BY QUALIFIED & AUTHORIZED
WATERPROOF MEMBRANE INSTALLER AND ALL
FLASHING AND WATERPROOFING DETAILS SHALL
BE INSTALLED PER WATERPROOFING MEMBRANE
MANUFACTURERS REQUIREMENTS AND
SPECIFICATIONS.
DECK TO SLOPE TOWARD EXTERIOR. INSTALL
METAL FLASHING & WATERPROOF MEMBRANE
PER MEMBRANE MANUFACTURERS DETAILS.
INSTALL L-SHAPED METAL FLASHING AT THE
JUNCTION BETWEEN WALL AND DECK, A GRAVEL
STOP DRIP AT THE EDGE, AND GALVANIZED METAL
PAN FLASHING UNDER THE DOOR.
1L PORCH (AT DOORWAY) IS 2" LOWER THAN
FINISH FLOOR LEVEL. PORCH TO SLOPE (MIN. 1/4"
PER FT) TO DRAIN TO EDGE.
19.) 36" HIGH (MIN.) GUARDRAIL AT PORCH.
GUARDRAIL, BALUSTERS, & SUPPORT POSTS TO
BE PRIMED & PAINTED CEDAR. SEE STAIR /
GUARDRAIL NOTES FOR GUARDRAIL
INFORMATION. SEE EXTERIOR BUILDING
ELEVATION DRAWINGS.
ZU LINE OF PORCH ROOF SUPPORT BEAMS - SEE
STRUCTURAL DRAWINGS
2L PORCH ROOF SUPPORT COLUMNS W/ WOOD
WRAP - SEE COLUMN DETAIL ON SHEET A-3.1
22.) UPPER PORCH CEILING PRIMED AND PAINTED
TONGUE AND GROOVED BOARDS ON 1 x 4
STRAPPING (AT BOTTOM OF ROOF TRUSSES) TO
ENSURE ALL CEILING BOARDS RUN IN A NORTH -
SOUTH DIRECTION AT UPPER PORCH.
2� DRYER TO VENT DIRECTLY TO OUTSIDE WITH
A MAXIMUM VENT LENGTH OF 25' AND A MAXIMUM
OF TWO 90 DEGREE ELBOWS. CONTRACTOR
SHALL INSTALL RECESSED METALDRYERBOX
MODEL 4D / 22 GAUGE ALUMINIZED STEEL AT
ROUGH -IN. VENT PIPE GOES UP AND EXITS AT
ROOF OF HOUSE. DRYERBOX MODEL 4D DB-4D I
NEW CONSTRUCTION 2X6 WALLS - VENTING DOWN
M. ATTIC HATCH ACCESS PANEL: 3/4" x 22" x 42"
(FITS INTO A 22 1/2" X 421/2" ROUGH OPENING) W/ 5
LAYERS OF RIGID R-10 INSULATION ADHERED TO
PANEL @ ATTIC SIDE. TRIM OPENING W/ PTD. 1 x 4
TRIM BOARDS
2U CASED OPENING W/ TRIM TO ALIGN w/ HEAD
TRIM @ DOORS
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Drawings for Conditional
Use Permit for ADU
4-19-2023
Project Client & Project Applicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Leve12 Floor Plan
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
1 7-18-2023 PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
01 /23/23 A-203
Drawn By
Author Level 2 Floor Plan
Scale
AS indicated Sheet Plot Date 7/17/2023 1:52:24 PM
www.CarIColsonArchitect.com
SCHEDULED ROOFING
2 x 4 ROOF LOOKOUTS
@ 24" O.C.
METAL DRIP EDGE
2 x 2 BETWEEN ROOF
FLASHING
LOOKOUTS
SEE SHEET A-2.3 AND A-4.1
5l4 x 4 PRIMED &
FOR NOTES ON ROOF
PAINTED
CONSTRUCTION & ROOF
SMOOTH CEDAR
SLOPES
�'
TRIM OVER 2 x 8
- ATTIC SPACE
SMOOTH CEDAR
RAKE BOARD
PRIMED & PAINTED CEDAR 2 x
PRIMED &PAINTED
10 FRIEZE BOARD
EXTERIOR GRADE SEALANT /
PLYWOOD ROOF SHEATHING
CAULKING
@ OVERHANG
GABLE END ROOF TRUSS
NOTE: ALL EXTERIOR TRIM
SHALL BE PRE -PRIMED AT ALL
SCHEDULED SIDING
SIDES PRIOR TO INSTALLATION
(TYPICAL AT ALL LOCATIONS)
- Roof Rake
Overhang at Gable Roof
DrainEdge
strip �°
WeatherSeal trowel -applied membrane
Step flashing taped and sealed
Kick -out flashing
Kick out and fascia
taped and sealed
1
Shingles Wall sheathinp,
Roof Kick -out Flashing
5 1 /411 = 1 1_011
ROOF ASSEMBLY PER NOTES
TRUSS COMPANY TO PROVIDE SOLID
@ BOTTOM OF THIS SHEET
BLOCKING (W THREE 2" DIA. HOLES PER
BLOCK) BETWEEN TRUSSES. CUT BLOCKING
FROM 2 x MATERIAL. TOP EDGE OF BLOCKING
TRIMMED TO MATCH ROOF SLOPE
TRUSS COMPANY & FRAMER: HOLES IN 2 x 12
AND 2 x 6 BLOCKS TO ALIGN TO ALLOW FOR
PROPER AIR FLOW
2 x BIRD BLOCK VENTS BETWEEN TRUSSES.
RAISED HEEL @ UPPER ROOF TRUSSES. SEE
ROOF PLAN FOR RAISED HEEL HEIGHTS.
5/4 x 3 PRIMED & PAINTED CEDAR TRIM BOARD
METAL DRIP EDGE
TO EXTEND DOWN
- INTO GUTTER
GUTTER GUARD. SEE
ROOF PLAN SHEET
77
PRIMED AND
FOR TYPE
PAINTED EXTERIOR
MITER JOINT @
PLYWOOD AT
PER ROOF PLAN
PTD. ALUM GUTTER
INTERSECTION OF 2 x 6
AREA OF EXPOSED
PAINTED. 2 x 6 HARDIE
FASCIA & 2 x 8 ROOF RAKE
EAVES (TYP)
TRIM FASCIA BOARD
SEE ROOF PLAN FOR
III ROOF OVERHANG
DIMENSIONS
Upper Roof Overhang
ROOF GENERAL NOTES
THE CONTRACTOR SHALL REVIEW ALL ROOFING AND ROOFING FLASHING DETAILS WITH ROOFING
VIANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF ASSEMBLY AND ROOFING
DETAILS IN ORDER TO ACHIEVE A WEATHERPROOF ROOFING ASSEMBLY.
ROOFING MATERIALS
4SPHALT COMPOSITION SHINGLES - AS SELECTED BY OWNER
ROOF FRAMING
'RE -ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. WITH OVERFRAMING AT INDICATED AREAS. ROOF
TRUSS MANUFACTURER WILL PROVIDE ROOF TRUSS FRAMING PLAN (TYPICAL)
REFER TO STRUCTURAL FRAMING DRAWINGS AND ROOF TRUSS MANUFACTURER FRAMING DRAWINGS FOR
ROOF FRAMING INFORMATION.
ROOFTOP PENETRATIONS
\10 PLUMBING VENT STACKS OR EXHAUST VENTS WILL BE ALLOWED ON FRONT PORTION OF BUILDING ROOF
-ACING THE STREET. ALL ROOFTOP PENETRATIONS, PIPES, VENT STACKS SHALL BE FLASHED ACCORDING TO
4CCEPTABLE INDUSTRY STANDARDS. RESPONSIBILITY FOR ALL ROOFTOP FLASHING DETAILS SHALL BE WITH
3ENERALCONTRACTOR /ROOFING SUBCONTRACTOR.
ROOF VALLEY FLASHING
NSTALL CONTINUOUS EXPOSED METAL FLASHING (DARK BRONZE COLOR) OVER CONTINUOUS 36" WIDE (MIN.)
'GRACE ICE & WATER SHIELD MEMBRANE" AT ALL ROOF VALLEYS BELOW ROOFING MEMBRANEAND SHINGLES.
ROOF ATTIC VENTING
'SEE ATTIC VENTING CALCULATIONS FOR MIN. NUMBER OF VENTS)
41_1_ EAVES SHALL HAVE BIRD BLOCK EAVE VENTS BETWEEN EXPOSED RAFTER TAILS. ALL ROOF RIDGES SHALL
HAVE "SHINGLE -OVER" ROOF RIDGE VENTS. ATTIC VENTILATION: NET FREE VENTILATING AREA SHALL NOT BE
_ESS THAN 1/150's OF THE AREA OF THE SPACE VENTILATED.
4 VAPOR BARRIER (P.V.A. PAINT) WILL BE INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. A MINIMUM OF 1"
MR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING AT EAVE VENT LOCATIONS.
DISTRIBUTE BIRD BLOCK VENTS EVENLY AT EXTERIOR WALLS OF ATTIC SPACE
3EE ATTIC VENTING CALCULATIONS.
ROOF GUTTERS / DOWNSPOUTS
NSTALL ALUMINUM GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN ON ROOF PLAN AND BUILDING
ELEVATIONS. PROVIDE BASKET STRAINER LEAFGUARDS IN GUTTERS AT TOP OF ALL DOWNSPOUTS. ALL
DOWNSPOUTS SHALL DRAIN INTO BELOW GRADE DRAINAGE SYSTEM. CONTRACTOR TO COORDINATE THIS
TEM PRIOR TO FOUNDATION WORK. CONTRACTOR SHALL COORDINATE PAINT COLOR FOR GUTTERS &
DOWNSPOUTS WITH OWNER. PROVIDE AND INSTALL SCREENED GUTTER GUARDS AT ALL GUTTERS.
ATTIC ACCESS HATCHES
DROVIDE INSULATED ATTIC ACCESS HATCH AT LOCATIONS SHOWN ON UPPER LEVEL FLOOR PLAN.
4TTIC ACCESS HATCHES IN 1 HR. CEILING SHALL HAVE A 1 HR. FIRE RATING (IF 1 HR. CEILINGS ARE SPECIFIED
-OR THIS PROJECT)
4TTIC ACCESS HATCHES SHALL BE 22" x 30" (MIN. SIZE) AND SHALL HAVE 30" MINIMUM UNOBSTRUCTED
HEADROOM IN ATTIC ABOVE THE OPENING.
'OORDINATE OPENING WITH ROOF FRAMING.
ATTIC & CRAWL SPACE HATCHES INSULATION REOMTS.
4CCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL
@PACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
4CCESS SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR COMPRESSING THE
NSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN
_OOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL
NSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED AND TO
DROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION.
SKYLIGHTS
'IF USED ON THIS PROJECT) INSTALL SKLIGHTS ON PRESSURE TREATED 2x4 WOOD CURBS AND
NSTALL WITH METAL FLASHING PER SKYLIGHT MANUFACTURERS REQUIREMENTS. SKYLIGHT
3LAZING SHALL BE LAMINATED SAFETY GLASS.
SKYLIGHT WELLS
DROVIDE FLARED SKYLIGHT OPENING AT CEILING LEVEL WHERE SKYLIGHTS ARE INDICATED ON FLOOR AND
HOOF PLANS.
SKYLIGHT WELL WALLS SHALL BE PAINTED 1/2" GWB OVER 2 x 6 STUD FRAMING (@ 16" O.C.) WITH R-21 BATT
NSULATION. BOTTOM LENGTH OF SKYLIGHT WELL SHALL BE 4'-0" MINIMUM OR AS DIRECTED BY BUILDER.
ROOF EDGE DRIP FLASHING
NSTALL PAINTED METAL DRIP EDGE FLASHING AT BOTTOM & SIDE EDGES OF ROOF.
ROOF GUTTER GUARDS
4LL GUTTERS SHALL HAVE GUTTER GUARDS INSTALLED. GUTTER GUARD BY GUTTERGLOVE
I FT. STAINLESS STEEL 5 IN. MICRO -MESH GUTTER GUARD (10-PACK) - COVERS 40, OF GUTTERS
FALL PROTECTION
'ONTRACTOR SHALL INSTALL ROOF SAFETY ANCHORS PER CODE IF REQUIRED (FASTENED TO ROOF
ASPHALT COMPOSTION
ROOFING SHINGLES
5/4 x 4 CEDAR TRIM
2A0 CEDAR RAKE BOARD
5/4" X 10" CEDAR FRIEZE BOARD W/
SMOOTH FINISH (AT WALL BEYOND)
NOTE: ALL EXTERIOR TRIM SHALL BE
PRE -PRIMED AT ALL SIDES PRIOR TO
INSTALLATION (TYPICAL AT ALL
LOCATIONS)
PAINTED SMOOTH HARDIE
PLANK SIDING w/ 5" EXPOSURE
5/4 x 4 CORNER BOARD
(TYP)
/,/
- Roof Rake Elevation
2 1 „ = 1,_0"
BUILDER NOTE: DOWNSPOUTS PLUMBER AND MECH. SUBCONTRACTOR NOTE: GUTTERS @ LOWER ROOF
COORDINATE DOWNSPOUT LOCATIONS w/ OWNER AND PLUMBING FIXTURES SHALL SHARE AS MANY PLUMBING PIPE VENTS IN ORDER TO SEE LEVEL 2 PLAN FOR LOCATION OF
FOUNDATION SUBCONTRACTOR PRIOR TO INSTALLATION OF MINIMIZE ROOF PENETRATIONS / GUTTERS ON LOWER ROOFS (TYP)
BELOW GRADE PERIMETER DRAIN LINES AND INSTALLATION ROOFTOP PENETRATIONS ARE NOT ALLOWED AT CENTER ROOF FACING STREET. / GUTTERS @ UPPER ROOF
OF DOWNSPOUTS @ UPPER AND LOWER ROOFS ALL PLUMBING VENT STACKS SHALL BE BLACK OR DARK GRAY - WHITE VENT SHADED AREA @ PERIMETER OF UPPER
TRUSS RAISED HEEL / ROOF TRUSS MANUFACTURER NOTE: STACKS WILL NOT BE ALLOWED. ANY PLACEMENT OF WHITE VENTS SHALL BE ROOF INDICATES LOCATION OF GUTTERS
ALL TRUSSES SHALL HAVE A 7" RAISED HEEL HEIGHT (TYP) REPLACED BY PLUMBING CONTRACTOR AT THEIR EXPENSE (TYP). SEE LEVEL 2 PLAN FOR LOCATION
OF GUTTERS ON LOWER ROOF
ROOF BELOW
LJ LJ
II \ � -
5/12 SLOPE 5/12 SLOPE - - 5/12 SLOPE 5/12 SLOPE------� 5/12 SLOPE 5/12 SLOPE
TRUSS COMPANY & BUILDER NOTE: DOWNSPOUTS
FRAMER COORDINATE DOWNSPOUT
I
SCISSOR TRUSSES LOCATIONS w/ OWNER PRIOR TO
ARE LOCATED ABOVE w w INSTALLATION OF DOWNSPOUTSI
MASTER BEDROOM & z w �I w @ UPPER AND LOWER ROOFS
FAMILY ROOM ONLY LU - -
IILU
TRUSS RAISED HEEL o
10 -1/2" RAISED HEEL
@ ALL UPPER LEVEL �J
ROOF TRUSSES (TYP) JQ��
i SOLID BIRD BLOCK o
F__ VENTS @ THIS WALL N
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SOLID BIRD tLU
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THIS WALL M
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A-4.1
I
BUILDING
III TRUSS COMPANY & FRAMER TO ADJUST
6 FRAMER CUT RAFTER TAILS @
o SCISSOR TRUSSES THIS ROOF TO MAKE
T ARE LOCATED ABOVE SURE FASCIAS LINE UP
N MASTER BEDROOM &
T FAMILY ROOM ONLY FASCIA TO ALIGN (TYP)
o I
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a�
__J
L- - - - -
�, 5/12 SLOPE -
F7
ROOF BELOW
5' - 11 1 /4" GUTTERS & DOWNSPOUTS
PREFINISHED ALUMINUM GUTTERS AND
DOWNSPOUTS TIED TO DRAINAGE SYSTEM
GUTTER GUARDS
INSTALL GUTTER GUARDS @ ALL GUTTERS AT
ALL ROOFS. SEE NOTE @ RIGHT OF ROOF PLAN
NO SOLID EAVE BLOCKS REQUIRED SINCE
ROOF EDGE IS FURTHER THAN S AWAY
FROM PROPERTY LINE
ATTIC MINIMUM VENT CALCULATIONS
THE FOLLOWING CALCULATIONS PROVIDE THE "MINIMUM" VENTING AS REQUIRED BY THE 2018
INTERNATIONAL RESIDENTIAL CODE. THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE
1/300TH OF ROOF AREA IF 50% OF VENTS ARE AT EAVE AND 50% OF VENTS ARE AT RIDGE AND
IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC INSULATION.
THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE 1/150TH OF ROOF AREA IF 100% OF
VENTS ARE AT EAVE AND IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC
INSULATION.
ATTIC VENTING CALCULATIONS
(THE FOLLOWINC CALCULATIONS ARE FOR THE MINIMUM ALLOWABLE VENTS. SEE ROOF PLAN FOR LOCATION OF VENTS.
CONTRACTOR SHALL INSTALL VENTING TO MEET THE FOLLOWING MINIMUM REQUIREMENTS. ALL EAVE VENTING SHALL BE
DISTRIBUTED EVENLY TO ASSURE PROPER AIR FLOW THROUGH ALL PORTIONS OF THE ATTIC AREA. BIRD BLOCK VENTS SHALL
BE EVENLY DISTRIBUTED AT FRONT AND REAR WALL OF BUILDING TO OBTAIN PROPER AIR FLOW IN ATTIC SPACE. INSTALL COR-
A-VENT BELOW SHINGLE LINEAR VENTS WHERE ROOF OVERHANGS OR WALLS ARE LESS THAN 5TO 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.
VENT TYPES
50% OF VENTS SHALL BE INSTALLED AT EAVES AND 50% OF VENTS SHALL BE INSTALLED AT ROOF RIDGE.
ATTIC VENTING SHALL BE ACCOMPLISHED WITH BIRDBLOCK EAVE VENTS, SHINGLE -OVER RIDGE VENTS, AND BELOW -SHINGLE
VENTS.
• SHINGLE OVER RIDGE VENTS SHALL BE LOMANCO PRODUCT 10-OMNI RIDGE LOR94'. THIS PRODUCT IS SPECIFIED PER
HIGH WINDS AT PROJECT SITE. (NO EXCEPTIONS ON THIS PRODUCT UNLESS APPROVED BY OWNER AND ARCHITECT)
• BIRD BLOCK VENTS ARE BASED ON (3) 2-1/2" DIAMETER HOLES PER VENT BLOCK (NFVA = .094 SQ. FT. PER BLOCK)
• RIDGE VENT AREA (0.076 SO. FT PER LIN FT)
• SHINGLE -OVER VENT (0.0625 SO. FT. PER LIN. FT)
ROOF ATTIC VENT CALC'S @ ROOF #1 (MAIN UPPER ROOF)
1) NEW ROOF AREA = 2669 S.F. (VENT AREA REQUIRED: 2669 DIVIDED BY 300 = 8.9 S.F.)
2) DISTRIBUTION OF VENTS: 50% @ RIDGE = 4.45 S.F., 50% @ EAVES = 4.45 S.F.
3) MINIMUM NUMBER OF VENTS
RIDGE VENT (0.076 SQ. FT PER LIN. FT): 58.55 LIN. FT. OF RIDGE VENT (4.45 S.F. OF VENT AREA)
BIRD BLOCK EAVE VENTS (0.094 SQ. FT. PER BLOCK): 48 BIRD BLOCKS (4.45 S.F. OF VENT AREA)
4) MINIMUM VENT AREA REQUIRED: 8.9 S.F. OF VENT AREA
TRUSS RAISED HEEL
Gq�
CC
10 -1/2 RAISED HEEL @ ALL
UPPER LEVEL ROOF
`A
A
TRUSSES (TYP)
�L
VALLEY FLASHING
SOLID BIRD
W
o �'
METAL FLASHING OVER
BLOCK
NO PLUMBING VENT PIPES ON
FLASHING MEMBRANE @
THIS WALL
% ROOF FACING STREET (TYP)
ALL ROOF VALLEYS (TYP)
SikNGLE UNDERLAYMENT
PROVIDE SHINGLE
5'- 5 1/8"
RIDGE VENT
UNDERLAYMENT @ ROOF w/
SKYLIGHTS (TYP)
0-'
o �T�
SLOPE OF 3.5 / 12(TYP)
w
N o
LO
U) J 1
"' w 0- SOLID BIRD
vIN � � o BLOCK
�Q- �, VENTS @
THIS WALL
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1
�r---- - - - - - -- ----_----------- 1
SHADED AREA
INDICATES FIRE
SEPARATION WALLS
(BETWEEN RESIDENCE
& ADU) TO EXTEND TO
FRAMER TO ADJUST / z UNDERSIDE OF ROOF BUILDING
- - - - - - - - - - - - - - - - - - - CUT RAFTER TAILS @ �' SHEATHING. SEE SHEET SECTION
THIS ROOF TO MAKE A-4.3 FOR DETAILS
I SURE FASCIAS LINE UP N
OROOETRUSS o
MANFACTU ER: ROOF OVERHANGS o
_ I THESE ROOFS ARE ALL ROOF OVERHANGS z
5/12 SLOPE 5/12 SLOPE I -
DIFFERENT SLOPES. (EAVES AND RAKES) ARE 14", a�
z I ADJUST OVERHANGS UNLESS NOTED OTHERWISE
Lu THAT FASCIA WILL ALIGN
FASCIA TO ALIGN (TYP) 1' - 2"- 0 1
o I 01
LINE OF EXTERIOR
CIS C_] ROOF BELOW WALLS BELOW (TYP)
►� I I 5/12 SLOPE 5/12 SLOPE I
J-1 J-1
III 1
LJ - - - - LJ III UPPER ROOF ATTIC AREA
2669 S.F. OF ATTIC AREA
,I I
EAVE VENTS I GUTTERS @ UPPER ROOF RIDGE VENT
BIRD BLOCK @ ALL EAVES, UNLESS NOTED SHADED AREA @ PERIMETER INSTALL SHINGLE -OVER
OTHERWISE. SEE ROOF VENT OF UPPER ROOF INDICATES RIDGE VENT FOR ATTIC 1
CALCULATIONS FOR MINIMUM NUMBER OF LOCATION OF GUTTERS VENTILATION. SEE
BIRD BLOCK VENTS (TYP) (TYP). SEE LEVEL 2 PLAN FOR CALCULATIONS FOR ATTIC
LOCATION OF GUTTERS ON / ROOF VENTING ON THIS
LOWER ROOF SHEET (TYP)
I
1
N
ROOF ATTIC VENT CALC'S @ ENTRY PORCH ROOF F- T
(THIS ROOF WILL BE VENTED BY BIRD BLOCK VENTS ONLY, DIVIDE AREA BY 150)
1) ROOF AREA = 50 S.F. (VENT AREA REQUIRED: 50 DIVIDED BY 150 = 0.33 S.F.)
2) DISTRIBUTION OF VENTS: 100% @ EAVES = 0.33 S.F.
3) MINIMUM NUMBER OF VENTS
BIRD BLOCK EAVE VENTS (0.094 SQ. FT. PER BLOCK): 4 VENT BLOCKS (0.33 S.F.
OF VENT AREA)
4) MINIMUM VENT AREA REQUIRED: 0.33 S.F. OF VENT AREA
ROOF ATTIC VENT CALC'S @ ROOF ABOVE GARAGE DOORS & FRONT PORTION
OF HOME OFFICE
THIS ROOF WILL BE VENTED BY BIRD BLOCK VENTS ONLY DIVIDE AREA BY 150
1) ROOF AREA = 46.8 S.F. (VENT AREA REQUIRED: 46.8 DIVIDED BY 150 = 0.31 S.F.)
2) DISTRIBUTION OF VENTS: 100% @ EAVES = 0.31 S.F.
3) MINIMUM NUMBER OF VENTS
BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 4 VENT BLOCKS (0.31 S.F. OF
VENT AREA)
4) MINIMUM VENT AREA REQUIRED: 0.33 S.F. OF VENT AREA
ROOF ATTIC VENT CALC'S @ ACCESSORY DWELLING UNIT ENTRY PORCH
(THIS ROOF WILL BE VENTED BY BIRD BLOCK VENTS ONLY, DIVIDE AREA BY 150)
1) ROOF AREA = 30 S.F. (VENT AREA REQUIRED: 30 DIVIDED BY 150 = 0.20 S.F.)
2) DISTRIBUTION OF VENTS: 100% @ EAVES = 0.20 S.F.
3) MINIMUM NUMBER OF VENTS
BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 3 VENT BLOCKS (0.20 S.F.
OF VENT AREA)
4) MINIMUM VENT AREA REQUIRED: 0.20 S.F. OF VENT AREA
ROOF ATTIC VENT CALC'S @ LOW ROOFS ADJACENT TO REAR PORCH
(THIS ROOF WILL BE VENTED BY BIRD BLOCK VENTS ONLY, DIVIDE AREA BY 150)
1) ROOF AREA = 72 S.F. (VENT AREA REQUIRED: 72 DIVIDED BY 150 = 0.48 S.F.)
2) DISTRIBUTION OF VENTS: 100% @ EAVES = 0.48 S.F.
3) MINIMUM NUMBER OF VENTS
BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 6 VENT BLOCKS (0.48 S.F.
OF VENT AREA)
4) MINIMUM VENT AREA REQUIRED: 0.48 S.F. OF VENT AREA
Roof Plan
North
1
----------------- ROOF BELOW. SEE LEVEL 2 PLAN 1
5'-
FOR LOCATIONS OF GUTTERS @ 7„
LOWER ROOFS (TYP)
NO SOLID EAVE BLOCKS
REQUIRED SINCE ROOF EDGE IS RESUB
FURTHER THAN 5AWAY FROM Jul 19 2023
PROPERTY LINE CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Title
Roof Plan
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
03/28/13 A-2,04
Drawn By
Author Roof Plan
Scale
As indicated Sheet Plot Date 7/17/2023 1:52:47 PM
www.CarIColsonArchitect.com
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TRUSS COMPANY & FRAM
SCISSOR TRUSSES ARE
LOCATED ABOVE MASTER
BEDROOM & FAMILY ROOM
ONLY, PER SHADED GRAY
AREA /
TRUSS COMPANY & FRAMER \
OVERFRAME OVER THIS PORTION
OF SCISSOR TRUSSES
� III
II
i
TRUSS COMPANY & FRAMER
ALL NON -SHADED AREAS HAVE
FLAT BOTTOM ROOF RAFTERS
(TYP)
u-)'
------
Cf �_
----- --
TRUSS COMPANY & FRAMER — —
_ — — — —
— — — —
SCISSOR TRUSSES ARE
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ONLY, PER SHADED GRAY
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HVAC SUPPLY DUCT
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SPACING OF 2nd FLOOR OPEN WEB TRUSSES
SECOND FLOOR SHEATHING
HVAC SUPPLY DUCT
BUILDER NOTE: TRUSS COMPANY & FRAMER NOTE:
AREA w/ DIAGONAL CROSS -HATCH REPRESENTS AREA IN AREA wl DIAGONAL CROSS -HATCH REPRESENTS AREA IN
SECOND FLOOR OPEN WEB TRUSSES THAT HAVE AN SECOND FLOOR OPEN WEB TRUSSES THAT HAVE AN
OPENING OF 20" WIDE TO ALLOW FOR HVAC SUPPLY OPENING OF 20" WIDE TO ALLOW FOR HVAC SUPPLY
DUCTS TO BE LOCATED. DUCTWORK TO INDIVIDUAL DUCTS TO BE LOCATED AND NOT HAVE CONFLICT w/
VENTS SHALL BE COORDINATED w/ MECH. DIAGONAL BRACING IN OPEN WEB TRUSSES. OPENING
SUBCONTRACTOR & OWNER 61' - 0" LOCATIONS SHOWN ARE AP OXIMATE
13'-0" 4'-8" 4'-8" 12'-0" 4'-8" 11'-01,
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BELOW Covered BELOW Te
Porch
1 11'- 9 1/2" Kitchen Home Office
• • • • � � • � • • • Sul �II
ADU
Dinin Living
Level 2 Floor Plan Showing HVAC Supply Line Openings in Open Web Trusses
2 3/16" = 1'-0"
North
Cfl
RESUB
T
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OCnnAIn CI nnn 171"17I HING
co
T
11 _ O11
MINIMUM SHAFT WIDTH
Level 2 Open Web Floor Truss w/ HVAC Duct Opening
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Pro-ject Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Title
Roof Scissor Truss
Plan & Second
Floor Truss Plan
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
02/27/23 A-2,05
Drawn By
Author Roof Scissor Truss Plan & Second Floor
Scale Truss Plan
As indicated Sheet Plot Date 7/17/2023 1:53:09 PM
www.CarIColsonArchitect.com
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.
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, 2018 EDITION
INTERNATIONAL FIRE CODE 1
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.
FIRE SPRINKLERS:
THIS HOUSE IS REQUIRED TO BE SPRINKLERED PER CITY OF EDMONDS REQUIREMENTS.
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4"
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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
IF LANDSCAPE LIGHTING IS TO BE USED
FOR THIS PROJECT, ELECTRICIAN SHALL
COORDINATE LOCATIONS & TYPES OF ALL
LANDSCAPE LIGHTING FIXTURES AND
SWITCHES W/ OWNER
ELECTRICAL. HEATING. & VENTILATION GENERAL NOTES VENTILATION & INDOOR AIR QUALITY
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--
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WALL LIGHT ABOVE
WINDOW TRIM
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EXTERIOR OUTLETS
ALL EXTERIOR OUTLETS SHALL
BE WATERPROOFED SWITCHES
IN WATERPROOF BOXES (TYP)-
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INSTALLED E.V. CHARGER
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OUTLET @
CEILING FOR
AUTOMATIC
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MONOXIDE DETECTOR
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OUTLETS BELOW`
COUNTER FOR _
DISHWASHER & -- -----
GARBAGE DISPOSAL
SOURCE SPECIFIC VENTILATION
ELECTRICAL
1. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL BE REQUIRED
IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND OTHER ROOMS WHERE
CONTRACTOR SHALL PERFORM ALL ELECTRICAL DESIGN AND INSTALLATION ON A DESIGN -BUILD BASIS AND SHALL APPLY FOR
EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED.
A SEPARATE PERMIT FOR ALL ELECTRICAL WORK.
1. BATHROOM EXHAUST.........................................80 CFM
1. CONTRACTOR SHALL COORDINATE ALL SELECTION OF ALL LIGHT FIXTURES, LIGHT FIXTURE LOCATIONS, AND ELECTRICAL
2. KITCHEN EXHAUST (IF APPLICABLE)...............100 CFM
OUTLET LOCATIONS WITH OWNER PRIOR TO PURCHASE OR INSTALLATION OF FIXTURES.
3. LAUNDRY ROOM EXHAUST(IF APPLICABLE) ...... 50 CFM
2. CONTRACTOR SHALL COORDINATE ELECTRICAL OUTLET REQUIREMENTS FOR WASHER & DRYER UNITS WITH SELECTED
WHOLE HOUSE EXHAUST FAN
MANUFACTURERS REQUIREMENTS.
3. REFER TO INDOOR AIR QUALITY NOTES FOR BATHROOM EXHAUST FANS AND WHOLE HOUSE FANS FOR RESIDENTIAL UNIT.
WHOLE HOUSE VENTILATION SYSTEMS: DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE
4. HEATING: THIS HOUSE SHALL BE HEATED WITH GAS HEAT PUMP WITH THERMOSTATS (PER WASHINGTON ENERGY CODE).
HOUSE VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING AT LEAST 0.35 AIR
PROVIDE ELECTRICAL SERVICE AS REQUIRED BY MANUFACTURER.
CHANGES PER HOUR, BUT NOT LESS THAN 15 CUBIC FEET PER MINUTE PER BEDROOM PLUS AN
5. PROVIDE AND INSTALL EXHAUST FAN OVER KITCHEN RANGE.
ADDITIONAL 15 CUBIC FEET PER MINUTE. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE
6. ALL OUTLETS IN BATHROOM, KITCHEN, AND WET AREAS SHALL BE GFI OUTLETS.
DESIGNED TO LIMIT VENTILATION TO A LEVEL NO GREATER THAN 0.5 AIR CHANGES PER HOUR
7. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST HAVE LABEL STATING "SUITABLE FOR DAMP LOCATIONS".
DURING NORMAL OPERATING CONDITIONS.
8. RECESSED CEILING FIXTURES MUST BE IC RATED.
WHOLE HOUSE FAN SIZE...............................100 CFM
9. ISLAND AND PENINSULA COUNTER TOPS 12" OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET FOR EACH 4' OF
WHOLE HOUSE FAN NOISE RATING .... 1.5 SONE (MAX.)
COUNTER TOP.
CONTROL REQUIRED: MANUAL AND AUTOMATIC CONTROL (24 HR. CLOCK TIMER)
HIGH EFFICACY LIGHT BULB REQUIREMENTS
OUTSIDE FRESH AIR INTAKE
A MINIMUM OF 75 PERCENT OF THE LAMPS (BULBS) IN PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES
OUTSIDE AIR: OUTSIDE AIR SHALL BE BROUGHT INTO RESIDENTIAL UNIT BY EXHAUST FANS /
SHALL BE HIGH -EFFICACY LAMPS (THE OWNER HAS REQUESTED THAT 100% OF THE LAMPS BE HIGH EFFICACY.
WHOLE HOUSE FANS WHICH WILL DRAW OUTSIDE AIR IN THROUGH FRESH AIR INTAKE VENTS
SMOKE DETECTORS
CONNECTED TO AND OPERATED BY SELECTED HVAC SYSTEM. WHERE OUTSIDE AIR SUPPLIES ARE
CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS AS REQUIRED BY APPLICABLE SAFETY CODES.
SEPARATED FROM EXHAUST FANS POINT BY DOORS, THE DOORS SHALL BE UNDERCUT BY INCH.
SMOKE DETECTORS SHALL BE HARD WIRED 110v WITH BATTERY BACKUP.
VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING.
1. ROOM FRESH AIR INLETS SHALL COMPLY WITH THE FOLLOWING:
HEAT DETECTORS IN GARAGES
A) HAVE CONTROLLABLE AND SECURE OPENINGS.
CONTRACTOR SHALL PROVIDE AND INSTALL HEAT DETECTOR /ALARM IN GARAGE AS REQUIRED BY APPLICABLE
B) OPENINGS SHALL BE SCREENED OR PROTECTED TO PREVENT ENTRY OF INSECTS, LEAVES, OR
SAFETY CODES (WAC 51-51-0314 /2018 IRC Section R314.2.3) . HEAT DETECTOR/ALARM SHALL BE
OTHER MATERIALS.
C) BE SLEEVED OR DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE
INTERCONNECTED TO SMOKE DETECTOR ALARMS IN DWELLING. HEAT DETECTORS SHALL BE HARD WIRED (11Ov)
WALL OR WINDOW IN WHICH THEY ARE PLACED.
WITH BATTERY BACKUP.
1
C) PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10
A B M N D T C
CFM OF OUTDOOR AIR REQUIRED IN IRC TABLE M1507.3.3(1), IMC TABLE 403.8.1.
FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH
D) EACH OCCUPIABLE SPACE SHALL HAVE A MINIMUM OF ONE OPENING WITH FOUR SQUARE
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH
INCHES OF NET FREE OPENING AREA.
FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES.
EXHAUST OUTLET TERMINATION
HEATING SYSTEM
THIS RESIDENCE SHALL BE HEATED BY AN ELECTRIC HEAT PUMP HEATING AND COOLING SYSTEM.
ALL DUCTWORK SHALL BE IN CONDITIONED SPACES. NO DUCTWORK ALLOWED IN CRAWL SPACE OR ATTIC AREAS.
WATER HEATER
THIS RESIDENCE SHALL HAVE AN ELECTRIC HEAT PUMP WATER HEATER INSTALLED IN GARAGE.
1.3 FEET MIN. FROM PROPERTY LINE
2.3 FEET FROM OPERABLE OPENINGS INTO A BUILDING.
3. 10 FEET FROM MECHANICAL AIR INTAKE.
4. ALL EXHAUST DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED WITH R-4.
Al
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-DIMMER
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ENERGY CODE OPTIONS
HEATING OPTIONS
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i ELECTRIC HYBRID HEAT PUMP
WATER HEATER
Bedroom #4- - a
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EXTERIOR OUTLETS
ALL EXTERIOR OUTLETS
SHALL BE WATERPROOFED
SWITCHES IN WATERPROOF
BOXES (TYP)
SEE LEVEL 2 LIGHTING
PLAN FOR LOCATIONS
OF LIGHTS ON CEILING
OPTION 2 HEAT PUMP 1.0 CREDIT
ENERGY OPTIONS
OPTION 1.3 EFFICIENT BUILDING ENVELOPE 0.5 CREDITS
PRESCRIPTIVE COMPLIANCE IS BASED ON 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 UNDER ENTIRE SLAB OR COMPLIANCE BASED ON
SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5%.
;�7��[�7►F�i�_ll:i��_1:�_Tel:rd•],rr:%]�a�y[ala�rl���hrrl�_r�[•]����•�a:l��]r��
COMPLIANCE BASED ON R402.4.1.2:
REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50
PASCALS.
ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION
M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE
INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN(S)
(MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT).
VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED,
PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY
MODE.
OPTION 3.5 HIGH EFFICIENCY HVAC 1.5 CREDITS
AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE
OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE
MINIMUM EQUIPMENT EFFICIENCY.
OPTION 4.1 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS 0.5 CREDITS
ALL SUPPLY AND RETURN DUCTS LOCATED IN AN UNCONDITIONED ATTIC SHALL BE
DEEPLY BURIED IN CEILING INSULATION IN ACCORDANCE WITH SECTION R403.3.7.
FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A
MAXIMUM OF 10 LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT
CONNECTIONS TO THE EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION.
ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH
TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED,
THEY CANNOT CONTAIN SPLICES.
DUCT LEAKAGE SHALL BE LIMITED TO 3 CFM PER 100 SQUARE FEET OF CONDITIONED
FLOOR AREA.
AIR HANDLER(S) SHALL BE LOCATED WITHIN THE CONDITIONED SPACE.
5.5
OPTION 5.'k EFFICIENT WATER HEATING 2.0 CREDITS
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF
NEEA'S ADVANCED WATER HEATING SPECIFICATION
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE
OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE
AND THE MINIMUM EQUIPMENT EFFICIENCY.
PREMIER® HYBRID ELECTRIC HEAT PUMP 66-GALLON WATER HEATER (MODEL# HPX-66-DHPT)
ENERGY FACTOR = 3.6
TOTAL ENERGY CODE OPTION CREDITS 6.0 CREDITS
GFI
FM
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-
L.E.D. STRIP LIGH
(TYP. IN GARAGE)
/
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1800 LUMENS / 30
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FUTURE E.V.
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CHARGER
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OUTLET @
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CEILING FOR
-----_
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GARAGE DOOR
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SHALL BE INTERCONNECTED
1
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i IN DWELLING
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ELECTRICAL FIXTURE LEGEND
SMOKE & CARBON
LJ MONOXIDE DETECTOR
SCMD
SMOKE DETECTOR
SD
RECESSED LIGHT FIXTURE
R 4" DIAMETER
RECESSED LIGHT FIXTURE
D R L DAMP LOCATION 5" DIAMETER
4°
RECESSED LIGHT FIXTURE
D3: R L DAMP LOCATION 4" DIAMETER
4"
RECESSED LIGHT FIXTURE
R 5" DIAMETER
5"
RECESSED ADJUSTABLE LIGHT FIXTURE
R 4" DIAMETER - DIRECTIONAL FOR ART
DISPLAY
PENDANT LIGHT FIXTURE @ ENTRY PORCH &
KITCHEN ISLAND.
T MIN. 34" ABOVE ISLAND
�� S 1 SEMI -FLUSH LIGHT FIXTURE
SF
CEILING MOUNTED LIGHT
412
� FIXTURE / 12" DIA.
" DIA.
CEILING MOUNTED LIGHT
jFIXTURE. SIZE SELECTED BY
OWNER
WALL MOUNTED EXTERIOR
LIGHT FIXTURE
WALL MOUNTED INTERIOR LIGHT
,-,O FIXTURE
�YC WALL MOUNTED INTERIOR SCONCE
700 LUMENS
EXHAUST FAN
Timer Q Switch EXHAUST FAN w/
EXH. FAN TIMER @ SWITCH
ELECTRICAL OUTLET
240 V OUTLET
024�O
WEATHER PROOF
ELECTRICAL OUTLET
OWP
LIGHT SWITCH
LED UNDER CABINET LIGHTING
L.E.D. LINEAR SURFACE
MOUNTED LIGHT
O O� CEILING FAN W/ LIGHT
FIXTURE
00
1) PROVIDE AND INSTALL 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"
Level 1 Lighting / Outlet / Detector Plan
1 /4" = 1 ' - 0"
North
BUILDER SPRINLER NOTE:
THIS HOUSE IS TO BE SPRINKLERED PER CITY OF EDMONDS
REQUIREMENTS.
SPRINKLER SUBCONTRACTOR SHALL PROVIDE LAYOUT TO BE
COORDINATED w/ CITY OF EDMONDS REQUIREMENTS, BUILDER,
AND OWNERS
BUILDER NOTE:
ALL LIGHITNG AND OUTLET LOCATIONS ARE SCHEMATIC AND
SHALL BE APPROVED / COORDINATED w/ OWNER BEFORE ANY
ELECTRICAL WORK HAS BEGUN (TYPICAL @a ALL LEVELS)
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
TangResidence
Project Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Level 1 Lighting /
Detectors /
Ventilation Notes
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
1 7-18-2023 PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
04/22/13 A-2,s6
Drawn By
Author Level 1 Lighting / Detectors / Ventilation
Scale Notes
As indicated Sheet Plot Date 7/17/2023 1:53:43 PM
www.CarIColsonArchitect.com
D�L L R D
L-----------------0
L_ —1
North
Level 2 Lighting, Outlet, & Detector Plan
1 1 /411 = 1 1-011
BUILDER SPRINKLER NOTE:
THIS HOUSE IS TO BE SPRINKLERED PER CITY OF EDMONDS
REQUIREMENTS.
SPRINKLER SUBCONTRACTOR SHALL PROVIDE LAYOUT TO BE
COORDINATED w/ CITY OF EDMONDS REQUIREMENTS, BUILDER,
AND OWNERS
BUILDER NOTE:
ALL LIGHTING AND OUTLET LOCATIONS ARE SCHEMATIC AND
SHALL BE APPROVED / COORDINATED w/ OWNER BEFORE ANY
ELECTRICAL WORK HAS BEGUN (TYPICAL Qa ALL LEVELS)
ELECTRICAL FIXTURE LEGEND
SMOKE & CARBON
MONOXIDE DETECTOR
SCMD
—SMOKE DETECTOR
SD
r—RECESSED LIGHT FIXTURE
3 4" DIAMETER r RECESSED LIGHT FIXTURE
D/R L DAMP LOCATION 5" DIAMETER
411
rL
RECESSED LIGHT FIXTURE
D RDAMP LOCATION 4" DIAMETER
4"
r RECESSED LIGHT FIXTURE
5" DIAMETER
R
0-5"
RECESSED ADJUSTABLE LIGHT FIXTURE
R 4" DIAMETER - DIRECTIONAL FOR ART
DISPLAY
PENDANT LIGHT FIXTURE @ ENTRY PORCH &
KITCHEN ISLAND.
�TrJ MIN. 34" ABOVE ISLAND
S-1 / SEMI -FLUSH LIGHT FIXTURE
SF
CEILING MOUNTED LIGHT
CM
�� FIXTURE / 12" DIA.
12„ DIA.
CEILING MOUNTED LIGHT
FIXTURE. SIZE SELECTED BY
OWNER
WALL MOUNTED EXTERIOR
LIGHT FIXTURE
WALL MOUNTED INTERIOR LIGHT
FIXTURE
WALL MOUNTED INTERIOR SCONCE
700 LUMENS
IEXHAUST FAN
Timer @ Switch
EXHAUST FAN w/
EXH. FAN
TIMER @ SWITCH
ELECTRICAL OUTLET
0240
240 V OUTLET
ol*�ELECTRICAL
WEATHER PROOF
OUTLET
WP
LIGHT SWITCH
LED UNDER CABINET LIGHTING
L.E.D. LINEAR SURFACE
MOUNTED LIGHT
OO,� CEILING FAN W/ LIGHT
FIXTURE
00
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"
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson -Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Project Client & Project Applicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Title
Level 2 Lighting /
Detectors Plan
77543 REGISTERS
7 1ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
1 7-18-2023 PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
09/12/18 A-2,07
Drawn By
Author Level 2 Lighting / Detectors Plan
Scale
1 /4" = V-0" Sheet Plot Date 7/17/2023 1:54:10 PM
www.CarIColsonArchitect.com
LINE OF FINISH GRADE
LINE OF FINISH GRADE. SEE CIVIL
GRADING DRAWINGS FOR ALL
SITE GRADING INFORMATION.
HOLD FINISH GRADE 6" BELOW
BOTTOM OF SIDING (TYP).
PRE -PRIMED EXTERIOR WOOD
ALL EXTERIOR WOOD TRIM & CORNER BOARDS SHALL BE PRE -PRIMED
(BY MANUFACTURER OR BUILDER) AT ALL SIDES BEFORE
INSTALLATION AND PAINTING OF FINISH COAT - TYPICAL AT ALL
LOCATIONS - ALL END CUTS SHALL BE PRIMED BEFORE INSTALLATION
LINE OF MAXIMUM BUILDING HEIGHT
(ELEVATION 200.74')
LINE OF PROPOSED BUILDING HEIGHT
(ELEVATION 200.21)
11
4
9
8
=
c�
LLI
7
A A
0 O
0
__
C7
6
-- - ------- -
Z _
N
J T
W
=
co
5
_ N
-
m
4
ROOF SLOPE
SEE ROOF PLAN FOR ALL ROOF
SLOPESINFO
BUILDER / PLUMBER / HVAC CONTRACTOR WINDOW TRIM DRIP FLASHING FRIEZE BOARDS
REFER TO ROOF VENTING PLAN FOR ALL WINDOWS SHALL METAL DRIP FLASHING @ HEAD 2 x 8 CEDAR FRIEZE BOARD BEHIND ALL
ALLOWED AREAS FOR ALL ROOFTOP VENTING OF WINDOW (TYP). UPPER LEG OF FLASHING SHALL BE EAVES (TYPICAL). SEE EAVE DETAIL
OF PLUMBING VENTS, EXHAUST VENTS (TYP) TUCKED UP UNDER WEATHER RESISTIVE BARRIER (TYP)
M ME
12" WIDE
LANDSCAPE
BLOCK RETAINING
WALL
LINE OF AVERAGE FINISH GRADE FOOTINGS
DASHED LINE INDICATES LINE OF AVERAGE TOP & BOTTOM OF FOOTING ELEVATIONS ARE WINDOWS
FINISH GRADE FOR BUILING HEIGHT APPROXIMATE ONLY. BOTTOM OF FOOTINGS SHALL ALL WINDOWS SHALL BE DOUBLE
CALCULATION BE AT LEAST 18" BELOW FINISH GRADE. ACTUAL GLAZED WINDOWS PAINTED
ELEVATIONS WILL DEPEND UPON DEPTH OF CEDAR TRIM EXTERIOR.
BEARING SOIL. (TYPICAL @ALL FOOTINGS) REFER TO SHEET A-5.1 AND A-5.2 FOR
WINDOW SCHEDULE AND DETAILS
0
w
0
J
J
Q
F-
-
-
0 �
w
_
W M
2
co
(3
N
0
Z
Z V
Ei N
J
ZD
m
m
x
Q
3 SAFETY GLASS IN
ENTRY DOOR & AT
ADJACENT WINDOWS
�4�IIII
1� 11111
BUILDER NOTE: THERE ARE NO STEPS FROM
ENTRY TO HOUSE. THIS WAS DONE TO KEEP
ROOF WITHIN 26 HEIGHT LIMITS AND FOR
ACCESSIBILITY PURPOSES
NORTH ELEVATION
ME11I' 110
MINIM1110
I
I
■i■
MIN
�M
I
I
I
min
■■
[LE
- WRAPPED PORCH COLUMNS. SEE
STRUCT. DRAWINGS & SHEET A-4.2
FOR COLUMN WRAP DETAILS
LINE OF 26 MAXIMUM BUILDING HEIGHT SKYLIGHTS SKYLIGHT
---------------------------------------------------------------------------
7
LINE -- -`-
LINE OF HIGHEST POINT OF ROOF
SKYLIGHT
I
w
co
w
77
+-4 �H
WALL. ROOF. & FLOOR CONSTRUCTION
REFER TO CONSTRUCTION ASSEMBLY
NOTES ON SHEET A-4.1 FOR NOTES ON
ALL WALL, ROOF, & FLOOR
CONSTRUCTION (TYP)
BRACKET CAP FLASHING
PTD. GALV. METAL FLASHING
W/ DRIP EDGE AT TOP OF ALL
BRACKETS AT SHED ROOF.
DRIP EDGES @ SIDES & FRONT
OF BRACKET. EXTEND METAL
CAP FLASHING BACK TO WALL
BEYOND.
ALL RAKE BOARDS SHALL HAVE
A TWO -CUT PLUMB VERTICAL
AND HORIZONTAL SURFACE, PER
DETAIL ON SHEET A-2.4
12 To Plate
18.76
DOWNSPOUTS
SEE ROOF PLAN ON SHEET A-2.4
FOR ALL DOWNSPOUT LOCATIONS
BUTT JOINTS @ HARDIE SIDING
INSTALL SIMPLICITY TOOLS METAL
JUNCTION FLASHING BEHIND ALL
BUTT JOINTS. MINIMIZE BUTT
JOINTS AS NUCH AS POSSIBLE (TYP)
Level 2
10.67
11 To Plate
9.09
SINGLE HUNG WINDOWS
SINGLE HUNG WINDOWS
(TYP)
PAINTED HARDIE SIDING w/
SMOOTH FINISH & 5" EXPOSURE
=(ELEV.175.74�)
10
LINE OF LEVEL 1 FLOOR
(ELEV.175.56)
Level 1
0.00
T.O. F. W .
-0.20
LINE OF TOP OF FOUNDATION WALL
(ELEV.175.36')
FINISH FLOOR ELEVATIONS
BUILDER TO CONFIRM ALL FINISH
FLOOR ELEVATIONS WITH SITE
GRADING PLAN PRIOR TO ANY
CONSTRUCTION
LINE OF EXISTING GRADE
ALL RAKE BOARDS SHALL HAVE
A TWO -CUT PLUMB VERTICAL
AND HORIZONTAL SURFACE,
Z Z PER DETAIL ON SHEET A-2.4
Level 2 Top Plate
18.76
0 0 co
E❑D0 ==
C
i
i
I
AM
I
SAFETY GLASS IN ENTRY 36" PRIMED & PAINTED CEDAR GUARDRAIL W/ GUARDRAIL POST ATTACHMENT. SEE DETAIL ON SHEET A-4.3
DOOR & AT ADJACENT 4 x 4 POSTS & 2x2 BALUSTERS. CAP TO BE FOR ATTACHING GUARDRAIL POST TO STRUCTURAL FRAMING
WINDOW HAVE SLOPED SURFACES & TO BE CUT FROM
2 x 6 CEDAR. ALL SPACING TO PREVENT PTD. CEDAR 1 x WOOD WRAPPED @ SUPPORT BEAM. SEE
PASSAGE OF 4" DIA. SPHERE (TYP) STRUCT. DRAWINGS & SHEET A-4.3 FOR ADD'L. INFO.
METAL DRIP EDGE FLASHING (BELOW PORCH 2 X 10 PAINTED CEDAR WITH UPPER WOOD TRIM AND METAL
WATERPROOF FLOOR SURFACE) OVER 1 x 3 PTD. CEDAR DRIP FLASHING AT TOP OF TRIM. 2 x 8 WOOD TRIM TO WRAP
TRIM. COORDINATE THIS FLASHING W/ OWNER (TYP) AROUND ALL 3 SIDES OF UPPER PORCH AS SHOWN
PORCH FLOOR FRAMING TO SLOPE AWAY FROM SOUTH ELEVATION
EXTERIOR WALLS BEYOND. SEE STRUCT. DRAWINGS
D 1 /4" = 1 '-0"
��
SEE NORTH ELEVATION DRAWING FOR
TYPICAL EXTERIOR NOTES
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
NOTES TO BUILDING ELEVATIONS
NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE
RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR.
THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION
DRAWINGS AT ALL UNITS.. ALL NOTES MAY NOT APPLY TO EACH
UNIT.
THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY HOUSES
DESIGNED BY ARCHITECT. SOME NOTES MAY REFER TO
CONSTRUCTION TYPES OR ITEMS NOT FOUND IN THIS PROJECT.
11 PAINTED METAL INSULATED OVERHEAD CARRIAGE STYLE
GARAGE DOOR 16' x 8' (AUTOMATIC OPENER) W/ VISION PANELS AS
SHOWN. AMARR GARAGE DOORS - CLASSICA - TUSCANY DOOR
STYLE - MADEIRA WINDOWS.
R1 PAINTED HARDIE TRIM AT HEAD OF GARAGE DOOR. 5/410 HEAD
PIECE WITH CEDAR TRIM AT TOP AND BOTTOM AS SHOWN
(SELECTION BY BUILDER). SEE WINDOW SCHEDULE ABOUT METAL
HEAD FLASHING REQUIREMENTS.
3). WRAPPED PORCH OR DECK SUPPORT COLUMN. REFER TO
ENTRY PORCH COLUMN DETAIL FOR INFORMATION. ALL POSTS
SHALL BE FLASHED TO PREVENT WATER INTRUSION INTO COLUMN
ENCLOSURE.
4.) ASPHALT ROOF SHINGLES. SEE SHEET A-4.1 FOR INFORMATION.
L PAINTED HARDIEBOARD SIDING W/ SMOOTH FINISH. SEE
BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY.
L INSULATED MILGARD ULTRA WINDOWS - REFER TO FLOOR
PLAN & WINDOW SCHEDULE FOR TYPES.
7.) PRE -PRIMED & PAINTED SMOOTH CEDAR TRIM AROUND
WINDOWS & DOORS. SEE DETAILS ON SHEET A-5.1 FOR TRIM
INFORMATION.
8.) PRE -PRIMED & PAINTED SMOOTH CEDAR 4 x 6 CRAFTSMAN
STYLE ROOF BRACKETS w/ PAINTED METAL FLASHING @ TOP OF
HORIZONTAL BRACKET BOARD
L PRIMED & PAINTED CEDAR 1 x 4 TRIM @ SIDING CORNERS.
1P.1 1X PTD. PRIMED & PAINTED CEDAR BOARD WRAP (W/ SMOOTH
FINISH) AT ROOF OR FLOOR SUPPORT BEAM AT PORCH.
IL PRIMED & PAINTED HARDIE SHAKE STRAIGHT BOARD SIDING
PANELS AT SELECTED GABLE END WALLS
12. 2x PAINTED CEDAR TRIM BOARDS (AT WALL SURFACE BEHIND
ROOF OVERHANG) W/ PRIMED & PAINTED CEDAR 1X4 TRIM
131 ELECTRIC METER - INSTALL PER ELECT. CO. REQUIREMENTS.
14. GAS METER - INSTALL PER GAS CO. REQUIREMENTS.
15. PAINTED FIBERGLASS INSULATED DOOR. STYLE SELECTION BY
OWNER.
16. PORCH ROOF FRAMING: PREMANUFACTURED ROOF TRUSSES
@ 24" O.C. W/ PAINTED 11/32" PLYWOOD CEILING (PLYBEAD
CLASSIC PANELS)
17. COVERED DECK W/ WATERPROOF WALKING SURFACE
MEMBRANE - SEE LEVEL 2 FLOOR PLAN FOR NOTES
18. PRIMED AND PAINTED CEDAR, GUARDRAIL, CAP, AND POSTS.
GUARDRAIL SHALL BE 36" HIGH ABOVE DECK
14" TJI FLOOR JOISTS PLUS 3/4"
FLOOR SHEATHING (TYP)
Level 2
10.67
Level 1 To Plate
9.09
- PAINTED METAL INSULATED OVERHEAD
CARRIAGE STYLE GARAGE DOOR 9' x 7'
(AUTOMATIC OPENER) W/ VISION
PANELS AS SHOWN. AMARR GARAGE
DOORS - CLASSICA - TUSCANY DOOR
Q2 STYLE - MADEIRA WINDOWS.
a, LINE OF AVERAGE FINISH GRADE
(ELEV.175.74')
LINE OF LEVEL 1 FLOOR
(ELEV.175.56')
Level 1
0.00
T.O.F.W.
-0.26
LINE OF TOP OF FOUNDATION WALL
(ELEV.175.36')
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Drawings for Conditional
Use Permit for ADU
4-19-2023
Project Client & Project Applicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
North and South
Elevations
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
11 I7-18-2023 I PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
08/15/21 A-3,sl
Drawn By
Author North and South Elevations
Scale
1 /4" = V-0" Sheet Plot Date 7/17/2023 1:54:36 PM
www.CarIColsonArchitect.com
LINE OF MAXIMUM
BUILDING HEIGHT
LINE OF PROPOSED
BUILDING HEIGHT
LINE OF AVERAGE FINISH GRADE
DASHED LINE INDICATES LINE OF
AVERAGE FINISH GRADE FOR
BUILING HEIGHT CALCULATION -
LINE OF FINISH GRADE
LINE OF FINISH GRADE. SEE CIVIL
GRADING DRAWINGS FOR ALL
SITE GRADING INFORMATION.
HOLD FINISH GRADE 6" BELOW
BOTTOM OF SIDING (TYP).
FOOTINGS 11 M �
TOP & BOTTOM OF FOOTING ELEVATIONS ARE
APPROXIMATE ONLY. BOTTOM OF FOOTINGS SHALL
BE AT LEAST 18" BELOW FINISH GRADE. ACTUAL
ELEVATIONS WILL DEPEND UPON DEPTH OF
BEARING SOIL. (TYPICAL @ ALL FOOTINGS)
LINE OF MAXIMUM
BUILDING HEIGHT
LINE OF PROPOSED
BUILDING HEIGHT
LINE OF AVERAGE FINISH GRADE
DASHED LINE INDICATES LINE OF
AVERAGE FINISH GRADE FOR
BUILING HEIGHT CALCULATION -
LINE OF FINISH GRADE
LINE OF FINISH GRADE. SEE CIVIL
GRADING DRAWINGS FOR ALL
SITE GRADING INFORMATION.
HOLD FINISH GRADE 6" BELOW
BOTTOM OF SIDING (TYP).
FOOTINGS
TOP & BOTTOM OF FOOTING ELEVATIONS ARE
APPROXIMATE ONLY. BOTTOM OF FOOTINGS SHALL
BE AT LEAST 18" BELOW FINISH GRADE. ACTUAL I I
ELEVATIONS WILL DEPEND UPON DEPTH OF
BEARING SOIL. (TYPICAL @ ALL FOOTINGS)
LI 11 Ll LI 11 ll
EAST ELEVATION
1 /4" = 1 -0"
6A1 LnlVn VVVn.
METAL OR FIBERGLASS DOOR
@ SIDE WALL OF GARAGE
SKYLIGHT @ ROOF BEYOND
.
LIL—
�L—-—LIL—LILJLI—LIB
III III III III
WEST ELEVATION
2 1 /4" = 1 '-011
SEE NORTH ELEVATION DRAWING FOR
TYPICAL EXTERIOR NOTES
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
ROOF SLOPE
SEE ROOF PLAN FOR ALL ROOF
SLOPES INFO
Level 2 Tog Plate
18.76
DOWNSPOUTS
SEE ROOF PLAN ON SHEET A-2.4
FOR ALL DOWNSPOUT LOCATIONS
WALL, ROOF, & FLOOR CONSTRUCTION
REFER TO CONSTRUCTION ASSEMBLY
NOTES ON SHEET A-4.1 FOR NOTES ON
ALL WALL, ROOF, & FLOOR
CONSTRUCTION (TYP)
Level 2
10.67
BUILDER NOTE: THERE ARE NO
STEPS FROM ENTRY TO HOUSE.
THIS WAS DONE TO KEEP ROOF
WITHIN 25' HEIGHT LIMITS AND
FOR ACCESSIBILITY PURPOSES
LINE OF AVERAGE FINISH GRADE
(ELEV.175.74')
LINE OF LEVEL 1 FLOOR
(ELEV.175.56)
_ Level
0.00
LINE OF TOP OF FOUNDATION WALL
(ELEV.175.36')
FINISH FLOOR ELEVATIONS
BUILDER TO CONFIRM ALL FINISH FLOOR
ELEVATIONS WITH SITE GRADING PLAN
PRIOR TO ANY CONSTRUCTION
ROOF SLOPE
SEE ROOF PLAN FOR ALL ROOF
SLOPES INFO
Level 2 To Plate
18.76
DOWNSPOUTS
SEE ROOF PLAN ON SHEET A-2.4
FOR ALL DOWNSPOUT LOCATIONS
WALL, ROOF, & FLOOR CONSTRUCTION
REFER TO CONSTRUCTION ASSEMBLY
NOTES ON SHEET A-4.1 FOR NOTES ON
ALL WALL, ROOF, & FLOOR
Level 1 Too Plate
9.09
BUILDER NOTE: THERE ARE NO
STEPS FROM ENTRY TO HOUSE.
THIS WAS DONE TO KEEP ROOF
WITHIN 25HEIGHT LIMITS AND
FOR ACCESSIBILITY PURPOSES
LINE OF AVERAGE FINISH GRADE
(ELEV.175.74')
LINE OF LEVEL 1 FLOOR
(ELEV.175.56)
Level 1
0.00
�— LINE OF TOP OF FOUNDATION WALL
(ELEV.175.36')
— FINISH FLOOR ELEVATIONS
BUILDER TO CONFIRM ALL FINISH
FLOOR ELEVATIONS WITH SITE
GRADING PLAN PRIOR TO ANY
CONSTRUCTION
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson -Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Pro-ject Address
840 Daley St.
Edmonds, WA
Drawings for Conditional
Use Permit for ADU
4-19-2023
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
C1---J- IrZI-1-
East and West
Elevations
77543 REGISTERS
7 1ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
08/15/21 A-3,02
Drawn By
Author East and West Elevations
Scale
1 /4" = 1'-0" Sheet Plot Date 7/17/2023 1:55:13 PM
wwwkarlColsonArchitect.com
R403.3.6DUCTS BURIED WITHIN CEILING INSULATION.
ROOF SHINGLES UNDERLAYMENT
PREPRIMING AND PAINTING OF
WHERE SUPPLY AND RETURN AIR DUCTS ARE PARTIALLY OR COMPLETELY BURIED IN CEILING INSULATION, SUCH DUCTS SHALL COMPLY WITH ALL OF
THIS REAR FACING CENTER ROOF HAS A SLOPE OF 3-in-12 AND WILL BE
THE FOLLOWING:
EXTERIOR WOOD SURFACES
1
1.13HE SUPPLY AND RETURN DUCTS SHALL HAVE AN INSULATION RNALUE NOT LESS THAN R-8.
REQUIRED TO HAVE A ROOFING SHINGLE
UNDERLAYMENT MEMBRANE
2. 2.AT ALL POINTS ALONG EACH DUCT, THE SUM OF THE CEILING INSULATION RNALUE AGAINST AND ABOVE THE TOP OF THE DUCT, AND AGAINST
BELOW SHINGLES. SEE ROOF PLAN FOR LOCATION OF THIS ROOF.
ROOF SLOPE & OVERHANG
ANY NATURAL WOOD SIDING OR WOOD TRIM @ EXTERIOR
F
AND BELOW THE BOTTOM OF THE DUCT, SHALL BE NOT LESS THAN R-19, EXCLUDING THE RNALUE OF THE DUCT INSULATION.
ROOF RIDGE VENTS
SEE ROOF PLAN FOR ALL ROOF SLOPE
SHALL BE PRE -PRIMED BY PAINTER OR SUPPLIER AT ALL
)
eA
EXCEPTION: SECTIONS OF THE SUPPLY DUCT THAT ARE LESS THAN 3 FEET (914 MM) FROM THE SUPPLY OUTLET SHALL NOT BE REQUIRED TO
SEE ROOF PLAN FOR ALL RIDGE VENT
LOCATIONS & ROOF VENT CALCULATIONS AND OVERHANG INFORMATION (TYP)
COMPLY WITH THESE REQUIREMENTS.
SIDES BEFORE INSTALLATION AND SHALL BE PAINTED W/
R403.3.6.1 EFFECTIVE RNALUE OF DEEPLY BURIED DUCTS.
SEPARATION WALLS: DARK SHADED WALLS INDICATE ONE -HOUR FIRE RATED ROOF TRUSS
SEPARATION WALLS wl2 x 6 STUD BETWEEN RESIDENCE & A.D.U. (TYP). PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. EXTERIOR PAINT AS SELECTED BY OWNER.
WHERE USING A SIMULATED ENERGY PERFORMANCE ANALYSIS, SECTIONS OF DUCTS THAT ARE: INSTALLED IN ACCORDANCE WITH SECTION R403.3.6;
HEIGHT OF SEPARATION WALLS
WITH 7" RAISED HEEL HEIGHTS.
LOCATED DIRECTLY ON, OR WITHIN 5.5 INCHES (140 MM) OF THE CEILING; SURROUNDED WITH BLOWN -IN ATTIC INSULATION HAVING AN RNALUE OF
ALL ONE -HOUR RATED STUD WALLS (AT UPPER LEVEL) BETWEEN RESIDENCE SEE STRUCTURAL DRAWINGS.
TOP OF ROOF TRUSS RIDGE ALL EXTERIOR WOOD TRIM SHALL HAVE SMOOTH SURFACE
R-30 OR GREATER AND LOCATED SUCH THAT THE TOP OF THE DUCT IS NOT LESS THAN 3.5 INCHES (89 MM) BELOW THE TOP OF THE INSULATION,
SHALL BE CONSIDERED AS HAVING AN EFFECTIVE DUCT INSULATION RNALUE OF R-25.
AND ACCESSORY DWELLING UNIT SHALL EXTEND TO UNDERSIDE OF ROOF TRUSS LAYOUT SHOWN ISCHEMATIC ONLY.
Carl J. Colson - Architect
SHEATHING. SEE SHEET A-4.3 FOR DETAILS REFER TO ROOF PLAN & EXTERIOR ELEVATIONS
TOP OF ROOF TRUSS RIDGE �
TOP OF ROOF TRUSS RIDGE
FOR ROOF DESIGN THAT INCLUDES GABLES,
HIPS, OR OVERFRAMED AREAS.
PLLC
0 -
0
cm
I?2502
Washington Blvd,
ROOF CONSTRUCTION
SEE CONSTRUCTION
PROVIDE PLASTIC BAFFLES
Anacortes, WA 98221
00 ASSEMBLY NOTES BELOW FOR
r
ABOVE ALL BIRDBLOCK
I� INFORMATION
VENTS @ ALL EAVES TO
425-773-4392
� Q
ALLOW FOR PROPER
�
BIRDBLOCK VENTS @ALL
VENTILATION (TYP)
VENTILATION
wwwCarlColsonArchitect. com
EAVES
EAVES (TYP)
10 RAISED HEEL @UPPER
�0 12 ROOF @
W7M7
LEVEL ROOF TRUSSES (TYP)
Commercial & Residential
Level 2 Top Plate M-G4QRRD DF -
18.76 J INSCISSOR
_ _ Level 2 Top Plate
18.76
TRUSSES (TYP)
co
ATTIC ACESS HATCHES N
r
Architecture
TRUSS COMPANY &FRAMER M RAISED HEEL HEIGHT
ROOF TRUSSES @ 24" O.C. (TYP). ROOF OVERFRAME
GIRDER TRUSS OR
SEE FLOOR PLAN FOR ATTIC ACCESS HATCH o
PAINTED 2 x 8 CEDAR FASCIA SCISSOR TRUSSES ARE 10.5" RAISED HEEL @
BOARD. PRE -PRIMED @ ALL LOCATED ABOVE MASTER ZD UPPER LEVEL ROOF
SEE STRUCTURAL DRAWINGS SEE ROOF PLAN,
STRUCTURAL & TRUSS
BEAM. SEE
STRUCTURAL
LOCATION BIRDBLOCK VENTS @ALL
-READERS @ EXT. DOORS & WINDOWS EAVES (TYP)
TangResidence
SIDES (TYP) BEDROOM & FAMILY ROOM ONLY TRUSSES (TYP)
R-49 INSULATION @ ATTIC SPACE (TYP) MANUFACTURERS
DRAWINGS
ALL HEADERS @ EXTERIOR WALLS SHALL BE
PRIMED AND PAINTED SMOOTH 17' 8"
DRAWING FOR GABLE
ROOF OVERFRAME @
SEPARATION WALLS CEILING AT ATTIC
INSULATED PER CODE STANDARDS (TYPICAL)
Project Address
PLYWOOD SHEATHING AT AREA
THIS AREA
` DARK SHADED WALLS SEE ASSEMBLY
UPPER LEVEL WINDOW HEAD r
OF EXPOSED EAVES (TYP)
INDICATE WALLS w/ 2 x 6 NOTES BELOW FOR
SEE UPPER LEVEL FLOOR PLAN FOR WINDOW 00
®
840 Daley St.
HVAC SUPPLY DUCT IN TRUSSES UPPER LEVEL FRAMING SYSTEM
SHADED WALLS INDICATE WALLS w/ 2 x
STUD FRAMING wl 1/2" TYPE X CEILING
GYPSUM BOARD @ EACH CONSTRUCTION
� HEAD HEIGHTS (TYP)
EXTERIOR WALL
Edmonds, WA
6 STUD FRAMING (TYP)
SEE SHEET A-2.5 FOR LOCATION PARALLEL CHORD WOOD FLOOR TRUSSES
SIDE FOR SEPARATION
SEE WALL CONSTRUCTION ASSEMBLY NOTES SEE WINDOW SCHEDULE SHEET FOR
OF HVAC SUPPLY DUCT CHASES @ UPPER LEVEL ONLY. (FRAMING SHOWN
WALLS BETWEEN RESIDENCE
' BELOW FOR EXTERIOR WALL CONSTRUCTION ALL INTERIOR & EXTERIOR DOOR &
IN UPPER LEVEL TRUSS FRAMING IS SCHEMATIC ONLY - SEE STRUCTURAL
,' AND ACCESSORY DWELLING WINDOW TRIM INFORMATION
DRAWINGS FOR SIZE, FRAMING LAYOUT,
'
UNIT. SEE PLANS FOR
GARAGE CEILING INSULATION
AND SUPPORTING BEAMS AT THIS AREA)
SEPARATION WALLS (TYP)
INSTALL R-49 BATT INSULATION @ GARAGE CEILING
Family Room
Family Room Vestibule
Laundry Room ADU Bathroom-,'
ADU Bedroom
Jk Level 2 _ _
'
' _ _ _ Level 2
Project Client & Project Applicant
10.67 00 10.67
_Le 1 Top Plate _
_ _ Level 1 Top 91 09
Peter & Jia Tang
1 8
Bedroom #3
11 811
Garage
648 Bell St.
VAC CHAS Kitchen
Pantry Powder Room
VAC CHAS9 HVAC SUPPLY DUCT IN TRUSSES OVER GARAGE FOR SINGLE FAMILY
Edmonds, WA 98020
ONE HOUR SEPARATION FLOOR/ CEILING ASSEMBLY
RESIDENCE
206-372-2584
INTERIOR WALL
SEE SHEET A-4.3 FOR ONE HOUR FLOOR / CEILING
SEE SHEET A-2.5 FOR LOCATION OF HVAC SUPPLY DUCT CHASES IN UPPER
Sheet Title
SEE WALL CONSTRUCTION ASSEMBLY BETWEEN RESIDENCE CEILING & ADU FLOOR LEVEL TRUSS FRAMING
ASSEMBLY NOTES BELOW
CRAWL SPACE BARRIER @ VENTED CRAWL SPACE FOR INTERIOR WALL � �ATTACHED
VAPOR BARRIER.AS SPECIFIED IN NOTES ON THIS PAGE.
INSTALL DRAFTSTOPS IN FLOOR / CEILING ASSEMBLIES SO
' THAT CONCEALED SPACE DOES NOT EXCEED 1,000 S.F.
THIS CHASE NOT REQUIR
GARAGE GARAGE I LIVING SPACE SEPARATION
IN TRUSSES OVER ADU
GARAGES SHALL BE SEPARATED FROM THE RESIDENCE / OR ADU
GARAGE. SEE SHEET A-2.5
Building Section
CONSTRUCTION
AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR
EXTEND UP SIDE WALLS A MIN. OF 12"
FOR LOCATION OF SUPPLY
EQUIVALENT APPLIED TO THE GARAGE SIDE. GYPSUM BOARD SHALL BE00
` `
FOUNDATION WALL FOOTINGS
DUCT CHASES T
INSTALLED ON WALLS WITH FASTENER SPACING NOT TO EXCEED 8 INCHES r
CRAWL SPACE ACCESS
SEE FLOOR PLAN FOR CRAWL SPACE ACCESS HATCH
` `
SEE STRUCTURAL DRAWINGS FOR WIDTH & DEPTH
® OF ALL FOUNDATION WALL & WALL FOOTINGS
ON CENTER. GYPSUM BOARD INSTALLED ON THE CEILINGS SHALL BE
°'
(TYP)
INSTALLED PERPENDICULAR TO THE FRAMING WITH FASTENER SPACING NOT
FOUNDATION WATERPROOFING FLOOR CONSTRUCTION CRAWL SPACE ACCESS
TO EXCEED 7 INCHES.
INSTALL A FLUID APPLIED OR MEMBRANE CRAWL SPACE CLEARANCE SEE ASSEMBLY NOTES BELOW BELOW STAIRS
SHEET WATERPROOFING @ EXTERIOR FACE PER DRAWING FOR FLOOR CONSTRUCTION SEE FLOOR PLANS FOR ' '
OF ALL CONCRETE FOUNDATION WALLS (TYP) OVER UNHEATED AREA CRAWL SPACE ACCESS
R-10 RIGID INSULATION OVER CRAWL SPACE VAPOR
BARRIER @ PERIMETER FOUNDATION WALL
HABITABLE ROOMS ABOVE GARAGES SHALL BE SEPARATED BY NOT LESS
THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT APPLIED TO THE
RAISED FOUNDATION WALL (TYP). SEE HATCH
'
R-10 RIGID INSULATION OVER VAPOR BARRIER.AS SPECIFIED
GARAGE CEILING, AND FASTENED WITH MINIMUM 17/8 INCHES 6D COATED
FOUNDATION PLAN FOR DETAIL. FLOOR INSULATION
IN NOTES ON THIS PAGE. EXTEND UP SIDE WALLS TO
`
NAILS OR EQUIVALENT DRYWALL SCREWS WITH SPACING NOT TO EXCEED 6
FLOOR JOISTS TO HANG OFF FROM R-38 INSULATION @ FLOORS
' '
` UNDERSIDE OF FLOOR SHEATHING AND SEAL JOINT
INCHES. ALL STRUCTURE SUPPORTING THE FLOOR/CEILING SEPARATION 00
7543
M SIDES OF FOUNDATION WALLS (TYP) OVER UNHEATED SPACES
ASSEMBLY SHALL BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM
REGISTERS
0100 Level 1 - N
-
- BOARD -OP Gnhz�al�NT- - -
ARCHITECT
W.
� WIN
i
0.20F
FLOOR FRAMING
FOUNDATION PERIMETER DRAINAGE SYSTEM
,.; ,.;�.:;��.:.," � I 0.20
CARL J. COLSON
THIS BEAM &POST ALIGN w/
STRUCTURAL FRAMING SUPPORT BEAMS, POSTS, &FOOTINGS FRAMING IS SCHEMATIC ONLY. SEE STRUCTURAL DRAWINGS FOR ALL
- TIE DRAINS INTO DRAINAGE SYSTEM FOR SEE STRUCTURAL DRAWINGS FOR ALL LOCATIONS SHOWN ARE APPROXIMATE. WALL BEYOND SEPARATING
I ii �� CONTRACTOR NOTE
S ATE OF WASHINGTO
STORM WATER INFILTRATION AREAS PER
Vented FLOOR JOIST SIZES,
SPACING, SUPPORT POSTS, AND POST FOOTINGS
- FLOOR FRAMING AND SUPPORT SEE STRUCTURAL DRAWINGS FOR
CIVIL ENGINEERING DRAWINGS (TYP) VAPOR BARRIER
POSTS, FOUNDATION WALLS & LOCATIONS, BEAM SIZE, POST SIZE, & Crawl Space
GARAGE FROM LIVING SPACE.
SEE STRUCTURAL DRAWINGS
�� TOP & BOTTOM OF FOOTING
a
I I ELEVATIONS ARE APPROXIMATE
CLASS 1 VAPOR BARRIER
TO BE INSTALLED IN ENTIRE CRAWL SPACE
- n� FOOTINGS IN CRAWL SPACE (TYPICAL) FOOTING
��
SIZE (TYP) & SHALL EXTEND UP
��
12 @ PERIMETER FOUNDATION WALLS
J
ONLY. ACTUAL ELEVATIONS WILL
�� �-
Issued For Permit: 04-05 - 2023
- - - - -
- - - -
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - -- - - - - - - - -
� DEPEND UPON FINISH GRADE &
.a�
DEPTH OF BEARING SOIL (TYPICAL @
- ALL FOOTINGS)
III III III " I " ' -III III III III III III III III III III III
III III III III III III III III III III
III III III III III III III III III
III III III III III III III III III III III III III III II
Document Set Type:
EXTERIOR FOOTING DRAINS
Revision Schedule
FOOTING DRAINS IN FILTER FABRIC SOCK AND GRAVEL
FILL - FILTER FABRIC @ TOP & SIDE OF GRAVEL FILL.
Tang Residence East - West Building Section
Rev.
CONNECT TO DRAINAGE SYSTEM PER CIVIL DRAWINGS (�
1'-0��
#
Date
Description
CONSTRUCTION ASSEMBLY NOTES
WALL ASSEMBLY NOTES
ROOF ASSEMBLY NOTES
FLOOR, STAIRS, GUARDRAILS
PORCH & DECK CONSTRUCTION
HEATING / PLUMBING NOTES
GARAGE REQUIREMENTS
PORCH AND UPPER PORCH
SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND FASTENERS ON SHEET A-1.2
ROOF /ATTIC VENTILATION
SEE ELECTRICAL PLAN, VENTILATION NOTES, & AIR QUALITY NOTES ON
OCCUPANCY SEPARATION
FIRE RATED ASSEMBLIES
BIRD BLOCK VENTS @ ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN ON
FLOORS / CEILINGS
UPPER PORCH
SHEET A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS
OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE
REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION
ROOF PLAN. SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/300th ATTIC AREA
GLUE 7/8" ADVANTECH SUBFLOOR (SCREWS @ 6" O.C. @ EDGES - 10" O.C. AT
INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED FLOOR JOISTS OR
LEVEL 2 UPPER PORCH SHALL BE SYNTHETIC WATERPROOF DECK
ELECTRIC HEAT PUMP HEATING / COOLING SYSTEM
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 VENTILATION W/ 1/2 AT SAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE
TRUSS - GLUE TO EACH JOIST. FLOOR LOAD: 10 PSF DEAD LOAD 40 PSF
COATING (SELECTION & COLOR BY OWNER) OVER PRESSURE TREATED
THISRESIDENCE HALL BE HEATED AND LED BY AN ELECTRIC HEAT PUMP
S COO C C U
16" O.C. OR LESS)
TYPICAL EXTERIOR WALL CONSTRUCTION
CROSS VENTILATION. 1" MIN. AIR SPACE ABOVE INSULATION ABOVE PER SECTION
1505.3 MIN. 3 SQ. FT. PROVIDE WIND BAFFLE W/ 1" AIR SPACE ABOVE ATTIC
LIVE LOAD. INSTALL 1/2" PTD. G.W.B. CEILING AT UNDERSIDE OF JOISTS.
PYLYWOOD OVER PRESSURE TREATED FRAMING WOOD FRAMING. (SEE
HEATING / COOLING SYSTEM. A WHOLE HOUSE EXHAUST FAN (W/ TIMER) SHALL BE
INSTALLED IN LAUNDRY ROOM
WALLS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING / 1 LAYER ON
HARDIE-PLANK LAP SIDING (SMOOTH FINISH AND MATCHING CAULK) W/ 6" EXPOSURE
INSULATION. EXTEND TO A POINT 12" VERTICALLY ABOVE INSULATION.
INSTALL R-38 BATT INSULATION BELOW ADVANTECH SUBFLOOR OVER
STRUCTURAL DRAWINGS FOR DECK FRAMING AND DECK SUPPORT
POST INFORMATION)
GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL COORDINATE ALL
WALLS TO SUPPORT PROTECTED CEILINGS
DRAWING USE NOTIFICATION
2 HYTUDS @ DRAINABLE HOUSEWRAP
OVER RAIN SCREEN OVER BENJAMIN O OVER
OVER 1/2" EXT. PLYWOOD SHEATHING OVER 2x6 STUDS @ 16" O.C. W/ R 21 BATT
TYPICAL ROOF CONSTRUCTION
UNHEATED AREAS.
SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES.
LEVEL 2 UPPER PORCH SHALL HAVE A TOP -MOUNTED GUARDRAIL
DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR TO FRAMING PROCESS.
ALL DUCTWORK SHALL BE LOCATED IN CONDITIONED SPACE
POSTS AND BEAMS: 1 LAYER
DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE WOOD DOOR WITH SELF
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
INSULATION AND 1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR
BARRIER BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER
CONTRACTOR SHALL INSTALL A 40 YEAR ASPHALT COMPOSITION SHINGLES w/
SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING GYPSUM
WALLBOARD REQUIREMENTS.
SYSTEM (36" HIGH ABOVE WALKING SURFACE) AND VERTICAL
BALUSTERS SHALL BE PLACED SO THAT A 4"DIAMETER SPHERE WILL
WATER HEATER
CLOSER AND WEATHERSTRIP
drawings as required b review of the Building Department in the
g q Y g p
(OR
260). SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS.
G
COLOR AND MANUFACTURER SELECTION BY OWNER;
NOT PASS BETWEEN BALUSTERS OR STRINGERS. SEE ELEVATION
GARAGE INSULATION
jurisdiction where this project is located.
ANY NATURAL WOOD SIDING WOOD TRIM EXTERIOR SHALL BE PRE PRIMED AT ALL
OVER OWENS CORNING PROARMOR 42-IN X 286-FT 1000-SQ FT SYNTHETIC
STAIR / STEPS CONSTRUCTION
DRAWINGS AND DECK DETAILS FOR ADDITIONAL INFORMATION.
AN ELECTRIC HEAT PUMP WATER HEATER SHALL BE INSTALLED IN GARAGE.
AT WALLS BETWEEN GARAGE AND HEATED SPACE, INSTALL 2x 6 STUD WALLS
DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS
DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP
SIDES (BEFORE INSTALLATION) AND PAINTED W/ EXTERIOR PAINT.
ROOF UNDERLAYMENT OVER SHEATHING (AS SCHEDULED BY STRUCTURAL
1) MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11 ": HEADROOM
REFER TO FURNACE & WATER HEATER NOTES FOR INFORMATION
(@ 16" O.C.) W/ R-21 BATT INSULATION. AT CEILINGS BETWEEN GARAGE AND
APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF
SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS.
ENGINEER OVER SCHEDULED FRAMING MEMBERS.
ALL ROOF VALLEYS SHALL HAVE A 36" WIDE CONTINUOUS STRIP OF GRACE
MINIMUM SHALL BE 6-8": WIDTH SHALL BE 36"MINIMUM. REFER TO FLOOR
ENTRY PORCH, REAR PORCH, AND PATIO
ALL PATIOS AND PORCHES SHALL BE CONSTRUCTED WITH THE
PLUMBING NOISE CONTROL &INSULATION
HEATED AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED
JOISTS, INSTALL R-10 RIGID INSULATION BELOW SLAB AT HEATED AREAS.
TYPICAL INTERIOR WALL CONSTRUCTION
SELECT 25 MIL PEEL-N-STICK MEMBRANE (EQUALLY SPACED AT CENTERLINE
PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD
DIMENSIONS.
FOLLOWING MATERIALS:
NOISE CONTROL
DUCTS IN GARAGE
THE PERMIT REVIEW PROCESS.
Do not use this drawing for Bidding or Estimating Purposes unless
LEVEL 4 DRYWALL FINISH: 1/2" PAINTED GYPSUM WALLBOARD GWB AT EACH SIDE OF
(GWB)
OF ROOF VALLEY) AND DARK BRONZE METAL VALLEY FLASHING
REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES.
2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND
PATIO SURFACE: 4" CONCRETE SLAB ON COMPACTED GRAVEL/FILL
WITH
ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM
PIPE INSULATION. HOT WATER LINES SHALL BE WRAPPED W/ R-5 INSULATION
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
authorized by Client. During Construction Phase, the Clients General
WALL W/ 2x4 STUDS @ 16" O.C. USE 1/2" WATER RESISTANT GYP. BD. @ALL KITCHEN,
REFER TO STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONSFINISH
PLACED MINIMUM 34", MAXIMUM 38" ABOVE TREAD NOSING.
THE HAND GRIP PORTION HANDRAILS SHALL BE NOT LESS THAN 1-1/2"
SURFACE SELECTED BY OWNER. SEE FLOOR PLAN FOR
INTERIOR PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF
Contractor (Builder) or Developer shall be responsible for ensuring that all
BATHROOM, AND LAUNDRY ROOM LOCATIONS. USE (CEMENT
AND ATTACHMENT INFORMATION ON ALL STRUCTURAL MEMBERS.
N -S
NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL
L
CONTROL JOINT LOCATIONS.
INSULATION.
A MINIMUM NO.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND
Construction Personnel of the General Contractor and all Subcontractors
SHOWERS, AND TILE L
BACKERBOARD) BACKING BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS
REFER TO ROOF FRAMING PLAN FOR ALL HOLD DOWN TIES OR CLIPS. ROOF
PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION
FI R E B L KI N
PLUMBING LINES
SHALL HAVE NO OPENINGS INTO THE GARAGE.
are supplied with all Approved and most current documents.
GARAGE WALL CONSTRUCTION
OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION
LIVE LOAD PER STRUCTURAL DRAWINGS.
BRACE WALLS PER 2015 INTERNATIONAL RESIDENTIAL CODE
OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS.
HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS
FIREBLOCK CONSTRUCTION
PEX SUPPLY (WATER HOT AND COLD), ABS FOR VENT, AND CAST IRON FOR
ADDITIONAL INSULATION
ARCHITECTURAL COPYRIGHT
This sheet of drawings may not be reproduced in any form without prior
(SEE
BETWEEN GARAGE AND LIVING AREAS
ROOF GUTTER CONSTRUCTION
THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.
1. INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015
WASTE THAT RUNS THROUGH LIVING SPACE. ABS WASTE IN BASEMENT
SLAB OR CRAWLSPACE.
REQUIREMENTS
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-
REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS.
4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30" ABOVE GRADE,
PROVIDE GUARDRAILS NOT LESS THAN 36" HIGH WITH INTERMEDIATE
EDITION OF THE 2018 INTERNATIONAL RESIDENTIAL CODE.
DRYER VENTING
approval of Carl J. Colson - Architect PLLC.
These document, the ideas, and designs incorporated herein as an
PRIMED AND PAINTER CEDAR OR HARDIE-PLANK HORIZONTAL LAP SIDING OVER
CEILINGS AT ATTIC SPACE
MEMBERS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS
THROUGH. DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS
(
2. PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT VERTICAL
OPENINGS WHERE EXHAUST FAN DUCTS ARE ROUTED TO ROOFTOP
DRYER VENTING - W.S.E.C. SEC. M1502.4.5 STATES, "WHERE THE EXHAUST DUCT
IN ADDITION TO INSULATION REQUIREMENTS NOTED ELSEWHERE IN
THIS SET OF DRAWINGS, THE FOLLOWING REQUIREMENTS FROM THE
instrument of service shall remain the property of Carl J. Colson- Architect
FORTIFIBER WEATHERSMART DRAINABLE OR BENJAMIN OBDYKE HYDROGAP DRAINABLE
HOUSEWRAP OVER 1/2" EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS
1/2" PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR
WITHIN INDIVIDUAL UNITS MAY USE 36" HIGH GUARDRAILS).
EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE.
IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT
LENGTH OF THE EXHAUST DUCT SHALL BE INDENTIFIED ON A PERMANENT
2018 W.S.E.C. SHALL BE FOLLOWED:
PLLC and are solelyfor the use on this project Only.These files, drawings,
p 1 g '
FOR LOCATION OF CULTURED STONE VENEER TO BE APPLIED IN LIEU OF WOOD SIDING.
BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260
ALL STAIRS SHALL HAVE SOLID RISERS EXTERIOR STAIR TREADS AND
(
3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN
LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT. OF THE
1 INSULATED HEADERS ALL VOIDS FILLED TO MIN. R-10.
)
ideas, or designs may not be tramsmitted electronically without express
g Y Y p
WALL ANCHORING
OVER SCHEDULED CEILING JOISTS @ 24" O.C. W/ R-49 BATT INSULATION.
RISERS SHALL BE TREX TYPE SYNTHETIC SURFACES).
2018 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND AS
EXHAUST DUCT CONNECTION".
2) NO WALL STACKS IN EXTERIOR WALL CAVITIES
permission of Architect. They are not be used by the client or any other
UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS, BOLT APPROVED
CRAWL SPACE NOTES
GUARDRAILS ARE TO BE DESIGNED TO RESIST A 200 LB. CONCENTRATED
FOLLOWS:
A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE
INSTALL DOWN VENT METAL DRYER BOX BEHIND DRYER AND EXTEND METAL
3) RETURN AIR MUST BE DUCTED (NON -DUCTED JOIST BAYS NOT
ALLOWED).
art or emit on other ro'ects, in whole or art, or as an extension to this
party Y projects, p
project except by agreement in writing with appropriate financial
MUD SILL (PER SEC 2317.4 TO TOP OF CONC. WALL W/ 5/8" x 10" ANCHOR BOLTS @ 4'-0" O.C.
LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS.
CEILING
DUCT TO SIDEWALL OF HOUSE.. SEE UPPER FLOOR PLAN FOR NOTES.
4) PER SELECTED ENERGY CREDIT OPTION, WINDOWS SHALL HAVE A U
compensation to Carl J. Colson -Architect PLLC.
& V-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT MUDSILL
CRAWL SPACE VAPOR BARRIER
AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND
SPRINKLER SYSTEM REQUIRED
VALUE OF 0.28, R-38 INSULATION IN FLOORS OVER UNHEATED AREAS,
Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O
WALL &CEILING PENETRATIONS
THIS CRAWL SPACE SHALL HAVE A CLASS 1 VAPOR BARRIER.
HORIZONTAL.
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
THIS RESIDENCE IS REQUIRED TO BE SPRINKLERED PER CITY OF EDMONDS.
5) ALL PLUMBING WALLS SHAVE HAVE SOUND INSULATION AND ALL
PLUMBING LINES SHALL BE WRAPPED W/ FOAM PIPE INSULATION
Project Number
REFER TO 2018 INTERNATIONAL RESIDENTIAL CODE FOR REQUIREMENTS FOR ALL
VAPOR BARRIERS SHOULD BE SECURED TO THE GROUND FLOOR, COVERING
ANY EXPOSED DIRT AND EXTENDING UP PERMITER FOUNDATION WALLS FOR
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND
COVE CEILINGS.
INSULATION R-VALUES
PENETRATIONS THRU RATED WALLS, FLOOR/CEILING, AND CEILING/ROOF.
A MINIMUM OF 12. JOINTS MUST OVERLAP NO LESS THAN 6 INCHES, AND ALL
"
A-4,0 1
SEAMS MUST BE TAPED
C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
RES U B
Sheet Issue Date
BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE
PER WASHINGTON STATE ENERGY CODE , THE INSULATION VALUES ARE R 21 FOR
04/22/13
RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.
WALLS, R-38 FOR FLOORS OVER UNHEATED SPACE, AND R-49 IN ATTIC SPACE.
Jul 19 2023
Drawn By
Author
D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES
INSULATION CERTIFICATE
CILOPM ETSERVI
BuildingSection
AND
DEVELOPMENT SERVICES
SIMILAR OPENINGS THAT AFFFORD A PASSAGE FOR FIRE AT CEILING AND
BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR
DEPARTMENT
Scale
FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS.
E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR
RESIDENTIAL CONSTRUCTION" WITHIN T OF THE ELECTRICAL PANEL PRIOR TO FINAL
INSPECTION.
As indicated
Sheet Plot Date 7/17/2023 1:55:47 PM
FACTORY BUILT CHIMNEYS.
www.CarIColsonArchitect.com
For 36"- and 42"-Tall Guard Posts
As an alternative code -compliant solution for attaching wood guard posts without the use
of typical hardware and through -bolts, the guard posts and the framing elements can be
fastened with Strong -Drive° SDWS Timber screws. The SDWS Timber screws are code
report listed in IAPMO UES ER-192. The solutions below have been tested and verified for
36"-tall guard posts constructed with DFL, HF and SP framing. These solutions have also
been tested and verified for 42"-tall guard posts constructed with DFL and SP framing only
0.220"
0.75" �!
Thread length
- Length
Strong -Drive SDWS TIMBER Screw (SDWS2250ODB, SDWS2280ODB)
Note: For this installation, it is imperative
that only approved fasteners are used
and installed per Simpson Strong Tie
details. Test results have shown that
generic fasteners do not provide sufficient
withdrawal resistance, pull -through
resistance or shear strength.
ROOF GABLE END WALL
OVER GABLE ROOF
TRUSS
PTD. METAL DRIP EDGE
FLASHING
HARDIE TRIM
(SELECTION BY OWNER)
OVER 1 x 10 HARDIE TRIM
PTD. METAL DRIP EDGE
FLASHING
UVrn ue� rLrVVvvu
SHEATHING OVER 2 x 6 WALL
BELOW TOP PLATE
UPPER PORCH COLUMN BEYOND
8�
51/2" 6 x 6 POST IN COLUMN
a a •
a• �
��
I
UPPER PORCH COLUMN BEYOND
• �
I
COLUMN CENTERLINE
Internal Guard Post Installations Using
PRIMED & PAINTED SYNTHETIC 2 x 6
TOP CAP W/ EQ. SLOPES TO DRAIN TO
SIDES
PRIMED & PAINTED CEDAR 2 x 4 SUB -RAILING.
44 post
blocking Deck joist
I5"
NAIL TO PORCH COLUMN BEYOND
\44
Z--, /
..,�_
PRIMED & PAINTED CEDAR 1 x 4 EA. SIDE
8"
8" _
PRIMED & PAINTED CEDAR 2 x 2
t/
BALUSTERS SPACED SO TO PREVENT
5"
PASSAGE OF 4" DIA. SPHERE. BALUSTER
END -NAILED TO CEDAR 2 x 4 SUB -RAILING
Band joist
(nominal 2x8) SDWS22800DB,
designated as
SDWS22500DB,
8" throughout designated as
5" throughout
PRIMED &PAINTED CEDAR 4 x 4
GUARDRAIL POSTS. SEE FLOOR PLAN
4Y4 hlnckinn iY hlnrkinn tun
FOR LOCATIONS
O O O O O O
- Rim joist
(nominal 2x8)
0
M
Plan View Showing Details of Four Connections Using Strong -Drive SDWS Timber Screws
(other connection hardware not shown for clarity)
PTD. METAL DRIP
EDGE FLASHING
Upper Porch Guardrail Post Attachment w/ Simpson Connectors
1 x 4 CEDAR TRIM
OVER 2 x 12 HARDIE
TRIM
5/4 x 6 BLOCKING
RIM JOIST
1 x 6 CEDAR TRIM
OVER 1 x BLOCKING
1 x 10 CEDAR TRIM
PTD. METAL DRIP
EDGE FLASHING.
COORDINATE DETAIL
W/ OWNER
1 x 6 CEDAR
LEVEL 1PORCH
COLUMN BEYOND.
SEE COLUMN DETAIL
ON SHEET A-4.2
I
61/2"
1
r I I i J--MINI I
5 3/4
FASTENERS: ALL SCREWS AND NAILS
SHALL BE GALVANIZED
PRIMED & PAINTED CEDAR 1 x 4 EA. SIDE.
CUT TOP SLOPE TO DRAIN AS SHOWN
PRIMED & PAINTED CEDAR 1 x 4 TO WRAP
BOTTOM OF POST
SLOPE DECK 1/4" PER FT.
_ — BOLT 4 x 4 GUARDRAIL POST TO 2 x 10 BLOCKING
& RIM JOIST (PER GUARDRAIL POST ANCHOR
DETAIL ON THIS SHEET) BETWEEN ADJACENT
JOISTS @ GUARDRAIL POST LOCATIONS.
717
THESE 2 BLOCKS OCCUR ONLY AT
\ GUARDRAIL POST LOCATIONS
2 x 6 CEILING JOISTS @ 24" O.C.
1 x 2 TRIM @ PORCH PERIMETER
3/4" WIDE SCREENED VENT @ OUTSIDE
N PERIMETER OF PORCH
1 x 3 @ OUTSIDE PERIMETER OF PORCH
TOP OF THIS CEILING TO ALIGN W/ LEVEL 1
TOP PLATE & UNDERSIDE OF GIRDER
TRUSS BELOW OVERHANGING MASTER
BEDROOM WEST WALL. REFER TO
STRUCTURAL DRAWINGS
PRIMED AND PAINTED TONGUE AND GROOVED BOARDS ON 1
x 4 STRAPPING (AT BOTTOM OF ROOF TRUSSES) TO ENSURE
ALL CEILING BOARDS RUN IN A NORTH - SOUTH DIRECTION
AT UPPER LEVEL PORCH. (1 x 4 STRAPPING NOT SHOWN IN
BOTTOM OF BEAM WRAP @
SAME ELEVATION @ ALL
SIDES OF UPPER PORCH
UPPER LEVEL PORCH
LEVEL 2 FLOOR LEVEL
WATERPROOF DECK COATING ON PRESSURE TREATED
3/4" PLYWOOD DECKING
L — — — — — — — — — — — —
PORCH FLOOR JOISTS PER STRUCTURAL DRAWINGS
LEVEL 1 TOP PLATE LEVEL
VENTED PORCH CEILING
PRIMED AND PAINTED TONGUE AND GROOVED BOARDS ON 1 x 4
STRAPPING (AT BOTTOM OF ROOF TRUSSES) TO ENSURE ALL
CEILING BOARDS RUN IN A NORTH - SOUTH DIRECTION AT UPPER
LEVEL PORCH. (1 x 4 STRAPPING NOT SHOWN IN THIS DETAIL)
BOTTOM OF BEAM WRAP @ SAME ELEVATION @ ALL SIDES
OF UPPER PORCH
LOWER LEVEL PORCH
Section thru Upper Porch Framing & Guardrail
1 1/2 to = 1 '-0"
Tnrnl r c`TI rnc%.../ 1/211 PLYWOOD
3 FRAME SIZE 3 3 FRAME SIZE 3 "
5 1/2" ROUGH OPENING 5" ROUGH OPENING 5 1/2"
Window Jamb Framing at Double or Triple Window Grouping
- Window Jamb Framing Detail @ Multiple Windows
4 3tt 1, O,t
PRIMED & PTD. 1x
CEDAR WRAPPING
ROOF SUPPORT BE
CONCRETE PORC
SLOPE 1/4" PER FT
FROM ENTRY D00
SCHEDULE ROOFING. SEE
ROOF PLAN FOR ROOF
SLOPE. SEE SHEET A-4.1
FOR ROOFING TYPE
INFOMATION
METAL DRIP EDGE
FLASHING @ ALL
ROOF EDGES
1 x 2 PRIMED & PTD.
CEDAR TRIM (WRAPPED)
@ TOP OF COLUMN
PAINTED PORCH COLUMN
LINE OF STRUCTURAL
WOOD POST. SEE STRUCT.
DWGS. FOR SIZE &
CONNECTION DETAILS. SEE
PLAN DETAIL FOR LOCATION
OF STRUCTURAL POST
1x PRIMED A & PTD. CEDAR
TRIM OVER WEATHER
BARRIER MEMBRANE OVER
1/2" EXTERIOR PLYWOOD
SHEATHING OVER
STRUCTURAL COLUMN.
PRIMED & PTD. 2x6 CEDAR
COLUMN BASE TRIM W/
CHAMFERED EDGE @ TOP
SLOPING CONCRETE ENTRY
WALK
REFER TO STRUCTURAL
DRAWINGS FOR ALL COLUMN
FOOTING DETAILS
Front & Rear Porch Column Elevation
1/2 = 1 '-0"
COVERED PORCH
—
-- ---
a
m
�
m
3/4
1/2
HOUSE INTERIOR
I
1/2" PLYWOOD
I I
1
ECM WI AP SIDING
CORNER BOARD
BEAM 1I 1x PRIMED A & PTD. CEDAR
1 TRIM OVER WEATHER
8" i BARRIER MEMBRANE OVER
I 1/2" EXTERIOR PLYWOOD
SHEATHING OVER 6 x 6
TREATED WOOD
STRUCTURAL COLUMN.
bo
PRIMED & PTD. 2x6 CEDAR
COLUMN BASE TRIM W/
CHAMFERED EDGE @ TOP
Porch Column
Porch Column Detail at Wall Intersection
2 1 1 /2" = 1 '-0"
BUILDER NOTE:
/ THIS JAMB FRAMING
DETAIL APPLIES TO
WINDOWS @ ALL LEVELS.
THIS DETAIL IS INCLUDED
TO SHOW STUD
LOCATIONS @ WINDOWS.
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Title
Exterior Details
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved. O
1Project Number
Sheet Issue Date —4,02
02/16/23
Drawn By
Author Exterior Details
Scale
As indicated Sheet Plot Date 7/17/2023 1:56:20 PM
www.CarlColsonArchited.com
DOUBLE HUNG WINDOW W/
PTD. MDF TRIM PER WINDOW
INTERIOR TRIM DETAIL
PTD. MDF VERTICAL
SUPPORT - FULL DEPTH OF
SHELF (HOLD EDGE BACK
FROM EDGE BAND)
PTD. MDF CAP & WOOD TRIM
MOLDING @ TOP OF
BOOKCASE
CABINETS AS SELECTED BY
OWNER
PTD. WOOD BASE TRIM
LINE OF FINISH FLOOR
EXTERIOR WALL
EQUAL 61- 41/2"
r �
I I
WINDOW @ THIS AREA
NOT SHOWN r
EDGE OF CABINETS BELOW EQ. PER FIREPLACE MANUF. EQ.
6'-0"
FIREPLACE PLAN
BUILDER NOTE: PRIOR TO FRAMING FIREPLACE ENCLOSURE, BUILDER
SHALL COORDINATE DIMENSIONS AND VENTING REQUIREMENTS W/ GAS
FIREPLACE SELECTED BY OWNER
co
I
I
I
65" WIDE SCREEN TY. PROVIDE
BLOCKING FOR TV BRACKETS
r-------------------------
I I
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I I co
I I
I I M
I I
I I
I I
I I
I I
I I
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li
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W
15' - 3 1 /2"
Face of Stud to Face of Stud
Y- Y- N - Y' Y' Y' Y' Y' Y-' Y' Y- Y- Y- Y- Y' Y' Y' Y' Y' Y" Y-' Y- Y- Y- Y- Y' Y' Y' Y' Y' Y- Y., Y- Y- Y- Y- Y' Y' Y' Y' Y' Y- l^' Y' Y- Y- Y' Y' Y' Y' Y' Y' Y- Y-' Y' Y- Y
ALL INTERIOR WALL SURFACES (TOPS & R302.3 Two-family dwellings.
SIDES) OF FIREPLACE ENCLOSURE SHALL Du.,elling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour fire -resistance rating where tested in accordance with ASTNI E119, UL 263 or
BE WRAPPED W/ 5/8" TYPE X GYP. BD.
EQUAL Section 703.3 of the International Building Code Fire -resistance -rated flooCceiling and wall assemblies shall extend to and be tight against the exterior lwa/l. and wall assemblies shall extend from the foundation to
the underside of the roof sheathing.
Exceptions:
1_ A fire -resistance rating of 1f2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13.
WINDOW @ THIS AREA NOT 2_ Wall assemblies need not extend through attic spaces where the ceiling is protected by not less than 5/8-inch (15.9 mm) Type X gypsum board, an attic draft stop constructed as specified in Section
SHOWN
R302.12.1 is provided above and along the wall assembly separating the dwellings and the structural framing supporting the ceiling is protected by not less than 1/2-inch (12 7 mm) gypsum board or
equivalent
PRE-FAB GAS FIREPLACE
VENTED THRU REAR WALL
R302.3.1 Supporting construction.
Where floor assemblies are required to be fire -resistance rated by Section R302.3, the supporting construction of such assemblies shall have an equal or greater fire -resistance rating.
PTD. MDF TRIM MOLDING AS
SELECTED BY CLIENT
'
I
I
I
I
I
`
'
I
I
CLIENT BRACKET PIECE
CLIENT SELECTED TILE VENEER
CLIENT SELECTED VENTED GAS
FIREPLACE
FIREPLACE / BUILT-IN SHELVES ELEVATION
PTD. MDF TRIM MOLDING AS
SELECTED BY CLIENT
cr
PTD. MDF 1 x 4 TRIM
0a
W
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W
W
W
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PTD. MDF 1 x 4 TRIM
LJ_
-
0
CLIENT SELECTED PTD.
MDF BASEBOARD
'_
CASED OPENING ELEVATION
Fireplace Plan & Elevation / Cased Opening Trim
1 /211 = 1 '-011
HALLWAY
LAUNDRY ROOM
2 x 6 LAUNDRY ROOM
RAISE 2 x 6
WALL
SILL PLATE
DRYER VENT BOX
AT LOCATION
OF METAL
METAL DRYER VENT w/
VENT BOX
90 DEGREE TURN
(ALL OTHER
SILL PLATES
—L-i
ADVANTECH FLOOR SHEATHING
@ BOTTOM
OF WALL
_ _
I
FINISH FLOOR LEVEL
INSTALL CENTER OF HORIZONTAL METAL
DUCT 4" ABOVE ADVANTECH FLOOR
SHEATHING AS SHOWN
Section th ru Dryer Vent Box
THIS DETAIL IS APPLICABLE IF MAG-180 MAGNETIC DRYER VENT IS
USED.
BEFORE DRYER VENT INSTALLATION, VERIFY HEIGHT OF VENT (ABOVE
FLOOR) w/ OWNERS DRYER
Dryer Vent Box Section
4 1 1 /2" = 1 '-011
MIN. 23/32" WOOD STRUCTURAL
PANEL SUBFLOOR,
SEE STRUCTURAL DRAWINGS
— FACE OF STUD @ WALL RESILIENT CHANNELS J
— CABINETS AS SELECTED B 1 LAYER 5/8" 'X' GYP. BD.
OWNER
CLIENT SELECTED PTD.
MDF BASEBOARD 1 HOUR RATED PER UL DESIGN No. L521
0
WOOD PARALLEL CHORD TRUSSES,
MAX. 24" O.C., MIN. TRUSS DEPTH 12"
SEE STRUCTURAL DRAWINGS
BATT INSULATION (OPTIONAL)
1 HOUR RATED TRUSS FLOOR ASSEMBLY
1 1 /2" = V-0"
DESIGN NO. UL U305
FIRE RATING:
1 HOUR
STC RATING:
49
SOUND TEST:
USG-161201
SYSTEM THICKNESS:
7-1/4" [184 MM]
LOCATION:
INTERIOR
FRAMING TYPE:
WOOD STUD (LOAD -BEARING)
16" 16"
[406 mm] [406 mm]
7 E
�00
ASSEMBLY REQUIREMENTS:
16"
[406 mm]
16"
[406 mm]
GYPSUM PANELS: ONE LAYER 5/8" [15.9 MM] SHEETROCKO ECOSMART GYPSUM PANEL (UL TYPE ULIXTI,,)
RESILIENT CHANNEL: 1/2" [12.7 MM] RESILIENT CHANNEL, 25 GA. (0.018"), 24" [610 MM] O.C.
WOOD STUDS: 2" X 6" [38 X 140 MM] WOOD STUDS, 16" [406 MM] O.C.
INSULATION: 6-1/4" [159 MM] FIBERGLASS INSULATION
GYPSUM PANELS: ONE LAYER 5/8" [15.9 MM] SHEETROCKO ECOSMART GYPSUM PANEL (UL TYPE ULIXT"")
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
36" min to top of guard
Graspable Handrail 1 1i4" min.
to 2" max.. Handrail ends shall
be returned or shall terminate
at a newel post or safety --
terminals.
ttermediate rails
paced so that a
" sphere shall not
ass through
,f 1
STAIR REQUIREMENTS
10" min.
to 1-%" nose.
�' or min. 11" tread
Rise -run -rail opening /
spaced so that a 6" sphere
shall not pass through
Guard and handrail to
sustain 200 lb. load
Guard balusters to
sustain 50 psf load
Install gypsum
board on walls and
ceilings of all useable
interior space under
stairs.
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GENERAL WALL NOTES:
1.
REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION.
2.
FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN.
3.
WHERE DESIGN NO. INDICATES "PER", THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED
SIMILARLY CONSTRUCTED ASSEMBLIES.
4.
STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY.
5.
STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY.
6.
PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN.
7.
FIRE -RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED.
8.
FIRE -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH.
INCREASE STUD MATERIAL THICKNESS. DECREASE STUD SPACING, DECREASE FASTENER SPACING. INCREASE
INSULATION THICKNESS UP TO CAVITY DEPTH.
9.
WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON
LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES.
10.
SOUND -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH,
DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE
INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING.
DISCIAMER THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS
ISSUE
SHEET INFORMATION:
USG
PRODUCT REFERENCE MATERIAL BY ARCHfTECTS, ENGINEERS. AND OTHER DESIGN PROFESSIONALS,
CONTRACTORS. BUILDING CODE OFFICIALS. OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE
RECORD:
USG Cof oration
P
PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION. AND USE OF PRODUCTS
MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY
AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE USG PRODUCTS AND NOT INTENDED TO
BE ASUBSTITUTE FOR THE DESIGN REVIEW AND APPROVALOF THE LICENSED DESIGN
U L
U305
Revision Date
W P 1 16
550 West Adams Street
Chicago,IL 60661 USA
PROFESSIONALS FOR THE PROJECT THESE MATERALS MAY BE PRINTED ANDIOR TRANSFERRED
ELECTRONICALLY SOLELY AS NEEDED BY THE USER BECAUSE CAD ELECTRONIC FILES AND BIM
(BUILDING INFORMATION MODELING( FILES CAN BE MODIFIED BY OTHER PARTIES. WITHOUT NOTICE OR
www.USG.com
T.800-USG4YOU
INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE
RESPONSIBILITY OF THE DESIGN PROFESSIONAL
1O1051202111:55:06PM
I
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Pro-ject Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Interior Details
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
Document Set Type:
Revision Schedule
Rev.
# Date Description
1 7-18-2023 PERMIT REVISION
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
02/16/23 A-41lii,3
Drawn By
Author Interior Details
Scale
As indicated Sheet Plot Date 7/17/2023 1:56:42 PM
www.CarIColsonArchitect.com
WINDOW FLASHING DETAILS
Step 1: Prepare the WRB at the rough
opening: install a small section of house
wrap below the sill (referred to as an
,
apron ); alternatively, install self-adhesive
pan flashing with split backing (where the
release paper backing can be removed incre-
mentally) to seal to the house wrap later.
Step 2: Install pan flashing: cover the rough
sill and extend onto the face of the wall/
WRB.
Step 3: Install the window: according to
manufacturer instructions.
Step 4: Install the jamb flashing: over
window flange and pan flashing and extend
above the head flange.
Step 5: Install the head flashing: over and
beyond the jamb flashing (and over the win-
dow drip cap if installed).
Step 6: Integrate the WRB: Install house
wrap shingle -fashion, integrated with the
apron, and seal house wrap at jambs and
head using sealant (beneath the house wrap)
or construction tape.
HEAD FLAI llk AI/lTr-. Or-r- AI/lTr- nr-I /11A1
DRAWING
HEAD FLA
WEATHEI
HYDROG
(BENJAMI
OBDYKEI
PENETRA
OBDYKEI
HEAD FLj
AT WIND(
FLASHIN(
FLASHIN(
EXTER101
DETAIL BI
Flashii
over h
10' to
slope
Flashii
tape
over t
windo
flange
Head
Flashii
over s
windo
3
O O
SILL FLASHING NOTE:
il INSTALL BENJAMIN OBDYKE
HYDROCORNER SILL FLASHING @ ALL WINDOW SILL
CORNERS.
Q INSTALL BENJAMIN OBDYKE HYDROFLASHO GP SILL /
PENETRATION FLASHING OVER CORNER SHIELD, AS EXTRA
PREVENTION FOR LEAKS @ SILL CORNERS
0
FRAMER NOTE:
THESE ARE ROUGH OPENING
DIMENSIONS (VERIFY w
MILGARD PRIOR TO FRAMING
ALL WINDOW OPENINGS)
BUILDER NOTE:
VERIFY EXTERIOR AND
INTERIOR FINISHES w/ ALL
EXTERIOR DOORS w/ OWNER
PRIOR TO ORDERING
EXTERIOR DOORS (TYP)
WINDOW TYPE LEGEND
SINGLE HUNG WINDOWS
SEE PLANS & ELEVATIONS FOR DOUBLE HUNG WINDOW LOCATIONS
COORDINATE W/
WINDOW MANUFACTURER FOR ACTUAL WINDOW
FRAME SIZE & ROUGH OPENING DIMENSIONS (TYP @ ALL WINDOWS)
ALL WINDOWS SHALL BE MILGARD ULTRA SERIES
A
B
C
D E
F
G H
I J
MILGARD ULTRA 3050
MILGARD ULTRA 3050
MILGARD ULTRA 2850
MILGARD ULTRA 3040 MILGARD ULTRA 2840
MILGARD ULTRA 2640
MILGARD ULTRA 2640 MILGARD ULTRA 3036
MILGARD ULTRA 2836 MILGARD ULTRA 2836
THESE DIMENSIONS SINGLE HUNG w RID
SINGLE11 HUNG
SINGLE HUNGw RID
SINGLE HUNG SINGLE H
SINGLE H11 UNG w GRIDS
SINGLE HUNG SINGLE HUNG
SINGLE HUNG w GRIDS SINGLEHUNG
HUNG
REPRESENT THE WINDOWS
3 3N
2 SUNG
311
3 0
2 S
ROUGH OPENING
7� /
/ /
/ �, ��
7�
Ir / /
DIMENSIONS. VERIFY w/
MANUF. PRIOR TO FRAMING
(TYP @ ALL WINDOWS)
E
E:1
JAMB EXTENSIONS
co
ME:1
CD co
co co
VERIFY 6-9/16" JAMB o
o
EXTENSIONS w/ MILGARD o
E:1
PRIOR TO ORDERING
WINDOWS (TYP)
M
SKYLIGHT
WINDOW & DOOR TRIM NOTES
EXTERIOR TRIM
INTERIOR TRIM
K L
N
DOOR & WINDOW EXTERIOR TRIM
DOOR & WINDOW INTERIOR TRIM
DOOR & WINDOW INTERIOR TRIM
MILGARD ULTRA 2436 MILGARD ULTRA 2430
2030
ALL DOOR & WINDOW EXTERIOR TRIM SHALL BE PRIMED
ALL DOOR & WINDOW INTERIOR TRIM
1) COORDINATE ALL INTERIOR DOOR &
SINGLE HUNG SINGLE HUNG
SKYLIGHT
AND PAINTED CEDAR TRIM w/ SMOOTH FINISH
SHALL BE PRIMED AND PAINTED MDF
WINDOW FINISHES WITH OWNER.
2' - 4" 2' - 4"
— PTD. SLOPED CEDAR TRIM & METAL
-
BLINDS / SHADES LOCATION
2) AT DOORS &WINDOWS WITH
FLASHING @WINDOW TRIM HEAD
�—
SEE BLOCKING NOTE IN WINDOW
INTERIOR FINISH THAT IS TO BE PAINTED,
CD . LL�Jj I;tSIMPSON
co SIDELITES
M @ ENTRY
DOOR
18" X 94"
COORD. SKYLIGHT 3/
ROUGH OPENING DIM.
w/ MAN UF.
\X/
GENERAL NOTES THE TRIM SHALL BE PRIMED AND
SEE BLOCKING NOTE IN WINDOW \ / PAINTED MDF
GENERAL NOTES \ / SCHEDULED WINDOW OPENING
5/46 PTD. CEDAR TRIM @ HEAD \ / 1x4 PTD. MDF TRIM @ SIDE, HEAD, &
\ / SCHEDULED WINDOW OPENING x SILL
/ \ PTD. MDF TRIM @ SIDE, HEAD, & SILL.
5/4 x 6 PTD. CEDAR TRIM @ SIDE JAMB / \ COORDINATE SELECTION w/ OWNER
2x PTD. CEDAR SILL W/ SLOPE
1-1/2" OVERHANG ON SILL / \
5/4x4 PTD. CEDAR TRIM @ BELOW SILL
Tang Residence Window Schedule
QTY U-VALU
TAG ID WIDTH HEIGHT AREA TYPE GLAZING E COMMENTS
A
14
3' - 0"
5' - 0"
210 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
B
8
3' - 0"
5' - 0"
120 SF
Single Hung
Low E
0.28
No Grids
C
2
2' - 8"
5' - 0"
27 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
D
9
3' - 0"
4' - 0"
108 SF
Single Hung
Low E
0.28
No Grids
E
3
2' - 8"
4' - 0"
32 SF
Single Hung
Low E
0.28
No Grids
F
2
2' - 6"
4' - 0"
20 SF
Single Hung
Low E
0.28
With Grids - See Window Legend
G
3
2' - 6"
4' - 0"
30 SF
Single Hung
Low E
0.28
No Grids
H
5
3' - 0"
3' - 6"
53 SF
Single Hung
Low E
0.28
No Grids
1
4
2' - 8"
3' - 6"
37 SF
Single Hung
Single Hung
Low E
0.28
With Grids - See Window Legend
No Grids
J
1
2' - 8"
3' - 6"
9 SF
Low E
0.28
K
3
2' - 4"
3' - 6"
25 SF
Single Hung
Low E
0.28
No Grids
L
2
2' - 4"
3' - 0"
14 SF
Single Hung
Low E
0.28
No Grids
M
2
1'- 6"
T - 10"
24 SF
Sidelights by Simpson
Low E
0.28
By Simpson to match Entry door
N 6 2' - 0" 3' - 0" 36 SF Skylight
Grand total 744 SF
WINDOW GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL WINDOW QUANTITIES AND SIZES BEFORE
EGRESS WINDOWS
ORDERING
ALL SLEEPING ROOMS ARE REQUIRED TO HAVE EGRESS WINDOWS. THE
2. ALL WINDOWS SHALL HAVE DOUBLE GLAZING (1/2" MIN. AIR SPACE)
WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7
3. ALL OPERABLE WINDOWS SHALL HAVE INSECT SCREENS.
SQUARE FEET. THE MIN. NET CLEAR OPENABLE HEIGHT DIMENSION SHALL
BE 24" AND THE MIN. NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE
WINDOW SERIES
20". ALL EXIT WINDOWS SHALL HAVE SILLS NO HIGHER THAN 44" ABOVE THE
ALL WINDOWS SHALL BE MILGARD ULTRA SERIES WINDOWS WITH LOW-E
FINISH FLOOR.
/CLEAR GLASS (W/ ARGON) WITH A MIN. U VALUE OF 0.28. INTERIOR SHALL BE
WINDOW SUPPLIER SHALL VERIFY ALL EGRESS WINDOWS MEET EGRESS
WHITE AND EXTERIOR SHALL BE BLACK (TYP).
REQUIREMENTS BEFORE ACCEPTING ORDER FROM CONTRACTOR.
SAFETY GLAZING
BLOCKING AT WINDOWS
ALL GLASS LOCATED IN AN AREA WHICH THE 2018 INTERNATIONAL
PROVIDE BLOCKING @ EACH END OF WINDOW HEADERS FOR 1 STUD SPACE
RESIDENTIAL CODE CONSIDERS HAZARDOUS SHALL BE SAFETY GLAZING.
TO ACT AS BACKING FOR INSTALLATION OF VALANCES / CURTAIN ROD
THESE INCLUDE:
ASSEMBLIES
A.) ALL GLAZING IN DOORS AND GLAZING IN ANY OPENING ADJACENT TO A
DOOR WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
WINDOW & EXTERIOR DOOR FLASHING INSTALLATION
CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE
CONTRACTOR SHALL INSTALL ALL WINDOWS AND DOORS PER
GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE.
MANUFACTURERS INSTALLATION INSTRUCTIONS.
B.) TUB / SHOWER ENCLOSURES.
CONTRACTOR SHALL THEN INSTALL WINDOW WRAP FLASHING PER WINDOW
WRAP DETAIL ON THIS SHEET.
FENESTRATION CERTIFICATION
ALL WINDOWS SHALL HAVE METAL DRIP FLASHING INSTALLED AT HEAD OF
ALL NEW FENESTRATIONS SHALL BE NFRC CERTIFIED.
WINDOWS.
DOOR TYPE
LEGEND
INTERIOR DOORS ARE TO BE SIMPSON REDI-PRIME.
DOOR HARDWARE
1
EXTERIOR WOOD DOORS TO BE SIMPSON.
FIBERGLASS DOOR TO BE CODEL.
ALL DOORS TO HAVE
EXTERIOR TO ENTRY
2
3
4 5
6
LEVER STYLE HARDWARE
PTD. SOLID WOOD
W/ FINISH AS SELECTED
SIMPSON
GARAGE TO EXTERIOR
OFFICE DOORS
HOUSE TO GARAGE INTERIOR
GARAGE DOOR @ ACCESSORY DWELLING UNIT (ADU)
BY OWNER. ALL DOOR
PTD. SMOOTH FIBERGLASS
PTD. SOLID WOOD
PTD. SOLID WOOD PTD. SOLID WOOD
(SELECTION BY OWNER)
HINGES & LOCKS TO
❑
(CODEL DOORS)
MATCH LEVER FINISH
DOOR, BASE, & TRIM ❑ ❑❑
PAINTING ❑ ❑ FROSTED
ALL DOORS, BASE, DOOR & ❑ ❑' GLASS.
WINDOW TRIM TO BE VERIFY w/
PRIMED & PAINTED W/ OWNER
ENAMEL PAINT - COLOR
SELECTION BY OWNER THESE
DOORS @
HOME
SEE WINDOW OFFICE
SCHEDULE FOR �
SIDELITES @ ENTRY `
DOOR SIDES
F71 RESUB
El Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
\ FLAT PANEL
\ DOOR w/
SMOOTH
FINISH
Ll Ll
PTD. SOLID CORE WOOD OR FIBERGLASS DOOR (SELECTION PTD. WOOD FRENCH DOORS PTD. SOLID CORE WOOD 1-3/4" THICK PTD. SOLID 16' x T OVERHEAD CARRIAGE -STYLE INSULATED METAL GARAGE DOOR W/
BY OWNER) W/ SECURITY LOCK & WEATHERSTRIPPING. SEE (W/ SAFETY GLASS ) DOOR (1-3/8" THICK) W/ CORE WD. OR MOLDED AUTOMATIC CLOSER & EXTERIOR KEY PAD.. CHAMBERLAIN B730/WD962 GARAGE
PLAN & SCHEDULE FOR SIZE & SWING SEE PLAN & SCHEDULE FOR CLOSER, SECURITY LOCK & DOOR W/ PRIVACY DOOR OPENER ULTRA -QUIET BELT DRIVE, 3/4 HPS WITH BATTERY BACKUP
SAFETY GLASS AT DOOR SIDELITES SIZE & SWING WEATHERSTRIPPING. SEE LOCK @ BEDROOM. SEE 9
PLAN & SCHEDULE FOR PLAN & SCHEDULE FOR GARAGE DOOR @ SINGLE FAMILY RESIDENCE
7 8 SIZE & SWING SIZE & SWING (SELECTION BY OWNER)
KITCHEN TO PATIO KITCHEN TO PORCH
2 PANEL SLIDING 2 PANEL SLIDING
GLASS DOOR GLASS DOOR
T WIDE x 8' HIGH — 5' WIDE x 8' HIGH —
w/ SAFETY GLASS w/ SAFETY GLASS
BOTH DOORS SHALL
BE FROM SAME
MANUFACTURER
16' x 8' OVERHEAD CARRIAGE -STYLE INSULATED METAL GARAGE DOOR W/ AUTOMATIC CLOSER & EXTERIOR KEY PAD.
AND CHAMBERLAIN B730/WD962 GARAGE DOOR OPENER ULTRA -QUIET BELT DRIVE, 3/4 HPS WITH BATTERY BACKUP
Carl J. Colson -Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarlColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Project Client & Project Applicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Sheet Title
Window Legend &
Notes
77543 REGISTERS
7 1ARCHITECT
CARL J. COLSON
S ATE OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved. O
Project Number
Sheet Issue Date
07/27/18 A-5,0 I
Drawn By
Author Window Legend & Notes
Scale
As indicated Sheet Plot Date 7/17/2023 1:57:04 PM
www.CarIColsonArchitect.com
3
4
5
6
a
10
11
12
13
15
16
17
19
20
22
23
24
25
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
50
51
52
53
54
J.7
56
57
58
59
60
62
TANG RESIDENCE HEATING SYSTEM SIZE
Project Information Contact information
Tang Residence (New Home) Peter Tang (Owner)
340 Daley St. 644 Bell St, Edmonds, WA 98020
Edmonds, WA 98020 (425) 372-2584 / peterntang@gmail.com
Heating System Type: 0 All Other Systems 0 Heat Pump
To see detailed instructions for each section. place your cursor on the Nord "Instructions"
Design Temperature
Instructions Design Temperature Difference (AT) 46
Ll Edmonds -IJ
1T = Indoor i70 degrees) - Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instruction`, Conditioned Floor Area (sq ft)
1 4 004
Average Ceiling Height
Conditioned Volume
IZIErucuo11 Average Ceiling Height (ft)
1 8.5 1
34.034
Glazing and Doors
U-Factor
X Area = UA
Instruction
u-0.28
0.280
846 23694
Skylights
U-Factor
X Area = UA
Instruction)
it ,i)
12 r, 00
Insulation
Attic
U-Factor
X
Area =
UA
Instructions
�t
-�
6396
Single Rafter or Joist Vaulted Ceilings
U-Factor
X
Area
UA
' i161i
clad R-Value
I
J
No selection
---
Above Grade Walls (see Figure 1)
U-Factor
X
Area
UA
InstrucT
R-21 Intermediate
I
o.r_I�-c,
3 876
21706
Floors
U-Factor
X
Area
UA
nstrucuoni
0 02
f- 1
�8.88
R-38
�.�.=
N
Below Grade Walls (see Figure 1)
U-Factor
X
Area
UA
lisifuctions
I rlr�:t R-:aluz
� I
No selection
0
-
Slab Below Grade (see Figure p
F-Factor
X
Length
UA
Instruction)
I.1 17100
No Slab Below Grade in this project.
Slab on Grade (see Figure 1)
F-Factor
X
Length
UA
Instructions
No selection
0
Select R-Value
Se
Location of Ducts
Instruction)
Duct Leakage Coefficient
Conditioned Space
Sum
of UA
562.83
Envelope Heat Load
25.890 Btu ? Hour
Sum of UA x _�T
Air Leakage Heat Load 16.908 Btu ! Hour
Volume x. 0.6 x _�T x. 0.018
Building Design Heat Load 42.798 Btu / Hour
Arr leakage + et -,,.elope heat loss
Building and Duct Heat Load 42.798 Btu / Hour
Ducts in unconditioned space: sum of building heat loss x 1.10
64] Ducts in conditioned space: sum of building heat loss x 1
65 Maximum Heat Equipment Output 53,498 Btu / Hour
66 Buildir;cl and duct heat loss x 1.40 for forced air furnace
67 Buildina and duct heat loss x 1.25 for heat pump
Figure 1.
TANG RESIDENCE GLAZING SCHEDULE
1 Window, Skylight and Door Schedule
2 Froiect Information,
3 Tang Residence (r,lew Home)
4 840 Daley St
5 Edmonds. WA 98020
6-
7
8 Ref U-factor
g Exempt Swinging Door (24 sq ft max.)
10 Exempt Glazed Fenestration (15 sq ft max I
Contact Information,
Peter Tan (Owner)
644 Bell St Edmonds-
WA 98020
425 372-2584..,'pi--teriitang@gniaiI com
Width
Heigylit
(fit Feet _
Feet
r.rea
UA
1
3
8
1
�
5
�
WSEC
0 48
i'ulanuf
0 28
tl
tc
13 Vertical Fenestration (Windows and doors)
14 Component
15 Description IR Ref I U-facto
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Window Type A (Single Hun
hlanuf
0 28
Window Type B (Single Hun
110anuf
0 28
Window Type C (Single Hun)
ivlanuf
028
Window T e D (Single Hun)
N-lanuf
0 28
Window Type E (Single Hun)
1','lanuf
0 28
Window Type F (Single Hung!'
I'd anuf
10 20
Window Type G (Single Hun)
10anuf
0 28
Window Type H (Single Hun
I-Januf
0 28
Window Type I (Single Hun
hlanuf
0 28Window
Type J (Single Hun
P,'lanuf
0 28
Window Type K (Single Hun)
hlanuf
0 28
Window Type L (Single Hun)
hlanuf
0 28
Window Type M (Entry Door Sidelite;
IvIanuf
0 28
3-Panel Sliding Door @ Kitchen
hlanuf
2-Panel Sliding Door @ Kitchen
Nlanuf
Door From House to Garage
WSEC
0 46
Door From ADU to Garage
WSEC
0.46
Door From ADU to Exterior
WSE
0 46
24 0
11 52
1 `=� 11
4 2 0
2018 WA ENERGY CODE, RESIDENTIAL PROVISIONS
ENERGY CREDITS
2018 Washinqton _State Enerqy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Sinele Familv - New & Additions (effective February 1. 2021)
Version 1-1
These requirements apply to all IRC building types, including detached one- and two-family
dwellings and multiple single-family dwellings (townhouses).
Project Information
'v',lidth Heigylit Tang Residence
cat N Feet' Feet Ir'' Area UA 8-40 E)alev St. Edmonds, WA
13
3
5
8
3
5
0
2
2
-
9
3
4
2
2
-
-1
-
2
2
4
2
4
=
3
a
-
4
12
-
3
1
2
-
3
3
2
4
3
2
2
a
3
J
2
1
=
7
to
1
"o
e
'0
1
8
1
=;
-
6
-
1
3
6
-
1
:_1
6
-
58 ;
59 Sum of Vertical Fenestration Area and UA
60 Vertical Fenestration Area Weighted U = UA/Area
61 1
62 Overhead Glazing (Skylights)
63 Component
64 Description Ref U-facto�
65 L'1,indo i Type N 'SkN,,li ht} Nlanuf 0 50
66
67
68
69
70
71
Width Height
cat FeetFeet =
72 Sum of Overhead Glazing Area and UA
73 Overhead Glazing Area Weighted U = UA/Area
74
75 Total Sum of Fenestration Area and UA (for heating system sizing calculations)
INSULATION, EFFICIENCY, LEAKAGE, & VENTILATION RATES CERTIFICATE
(TO BE FILLED OUT BY CONTRACTOR)
Property address:
Builderlregistered design proteesional nanw
BuilderNeg. design pro signature:
Conditioned floor area: fe (per buif6ng permit)
R-Values R303,1,1
Call.ng: Va�.ltr.d R- Floors Over unconditioned space R-
Attic Attic R- slab -on -grade floor R-
V alls Above pride R Fully insulated stab? YIN ICircr earl
Mow Int R Doors: R. R._. R-
liolow cat R-
U-Value of Windows, Skylights and Doors (R303.1-1.3)
Average area weighted U-value from Giazirgl Worl -0,eet Average U-
Fuel Normalization Tablas R406.2 and Enargy Credits Taste R406 3)
System Type Number I 1 to 51 i;�iRlart pr.e)
Energy Credits selected (1 to 71
Fuel Normalization Credit + Total Energy Credits = Total Credits
Heating, Cooling and Domestic Hot Water
System T Manufacturer and Model Number Ef/icienc
Hesling
Coofing
OMW
Drain waler heal
recovery
Onsite Renewable Energy Electric Power System
System type Systcrr design capacity _ kw
Rated annual generatlon k'A'hryv
Appliances Energy Star?
Manufacturer and Modai j 1..rTia oral
Dish washer Y or N
Refrigerator Y or N
Washer Y or N
Dryer
Y or N
Vented or unvented? tf veMed. CEF raU
Gas fireplace r heating stove (Section R402-4.21 Fireplace efficiency (FE) _
Hoofing or Decorative? IClrdle onel
HVAC System Duct Leakage Testing (R403-3) c.rr-W one
All ductwork and air handler in conditioned space? )See Option 4.2)
Y or N
All ductwork in unconditioned spaces buried and tested at 3% total leakage, and air Y or N
handler in corxkboned space? (See Opbon 4. 1.)
All ductwork 3 air handier outside conditioned space insulated to minimum R-117
Y a N
Air handier presets at duct leakage test? (Toler leakage 4% if yes. 3% It no)
Y or N
HVAC leeksp to outside test conducted at final?
Y or N
Do HVAC duct leakage tests include GPS and time stamp vertficallon?
Y or N
HVAC system soakage test eaieulated design target-
CFM C 2S Pa
HVAC system soakage lest measured results:
CFM a 25 Ps
Building Leakage Testing (R402.4.1.2i
Dwelling unit leakage feet calculated design target. _
ACH a 50 Pa
Dwelling unit leakage test, measured results:
ACH a 50 Pa
Whole Building Leakage test (1112 corridor only) design target: CF*sf @ 50 Pa
W'fwM Building Leakage test (112 corridor only) measured CFIWsf a 50 Pa
Do building leakage tests include GPS and firviestarnp verification?
Yoe N
Wlioir House Venrifation System Weasured Flow Rates (M1505 4 iRC-WA)
C.rrAv one
Are the system controls correctly labeled?
Y nr N
The Whole House Ventilation (WHVI system operation and maintenance IOBM)
Y or N
instructions were provided to the buiking owner?
Provided to: art
(datel
Whole House Ventilation System Type: (C rcle one)
11) Whole house exhaust fan, location
121 Balanced HRVI ERV. locabori
For R2 low-rise, safvss more than one unit?
Y or N
13) Supply or HRV WHV integral to the a►r handler. Describe system control sequence of
operations or reference to design submittal:
Specify run4lme: hours per day
CFM
WHV calculated design minimum flow rat* per plan submittal
WHV measured min flow rate at commissioning Exhaust CFM. Supply
CFM
Do WHV flow tests inrflude GPS & time stamp verification?
Y or N
HRV)ERV sensible heat recovery effiuency:
Commissioning Notes
Other Manda" Repairements
CirJr un..
FAIIther mandatory requirements of WSEC-R have been met?
Y or N
INSULATION CERTIFICATE
(TO BE FILLED OUT BY CONTRACTOR)
QEnergy Program Insulation Certificate for Residential New Construction
Permit W
House address or lot number.
Walls
Blown or Sprayed Fiberglass or Cellulose - Walls
Type of insulation:
R-value per inch:
Manufacturer
coverage area:
11-value:
Bag count:
Flow
Blown or Sprayed Fiberglass or Cellulose - Ceiling
Type of insulation:
R-value per inch:
Manufacturer_
Coverage area.
R-value:
Bag count:
Flat ceiling/Attic
Sprayed Polyurethane Foam (SPF)
Type of insulation:
Density:
Manufacturer
installed thickness:
R-value
R-value of installed thickness:
Single Rafter Joist Vaulted Ceiling
Building component installed: (circle one)
walls floor ceiling
Type of insulation:
Manufacturer:
11-value:
Insulation Installer
Company name
Installer name:
Installer signature:
Date:
Phone number:
Email:
Washinnon State Energy Code Reference
R303.1 Identification. Materials, systems and equipment shall be identified in a manner Owl. viiA aliuvo I
determination of compliance with the applicable provisions of this code.
R303.1.1 Building thermal envekipe insulation- An R-value identification mark shall be applied by the
manufacturer to each piece of building thermal envelope insulation 12 inches (305 mm) or greater in width.
Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of
insulation installed in each element of the building thermal envelope. For blown or sprayed insulation
(fiberglass and cellulose), the Initial installed thickness, settled thickness, settled 11-value, installed density,
coverage area and number of bags installed shall be listed on the certification. For sprayed polyurethane
foam (SPF) Insulation, the installed thickness of the areas covered and R-value of installed thickness shall be
listed on the certification. For insulated siding, the R-value shall be labeled on the product's packMe and
shall be listed on the certikation. The insulation installer shall sign, date and post the certification in a
conspicuous location on the job site.
Exception: For roof insulation installed above the deck, the 11-value shall be labeled as required
by the material standards specified in Table 15M.2 of the International Building Code or Table
R906.2 of the international Residential Code.
195 01
54 60
120 0
33 60
26 7
747
108 G
30 24
21 3
5 97
2G 0
= 60
30 G
3 40
52 5
14 70
37 3
10 45
9-3
2 61
24-5
6 86
140
392
23 5
6.58
00
000
64G
000
40 G
0 00
00
000
20 G
9 20
20 01
9 20
20 01
9 20
84G 2 218 61
0 26
Area Ur".
12 01
600
00
000
00
000
00
000
00
000
GG
G0G
120 600
0 50
897 21 240 33
Contact Information
Peter Tang (Owner)
(425)- 372-2584 i Deterntanatd)amail.com
Summary of Table R406.2 and 406.3
Heating Fuel Normalization Descriptions Credits -select ONE
Options heating option User Notes
1 Combustion heating minimum NAECAb 0.0 0
2 Heat pumps 1.0
3
Electric resistance heat only - furnace or zonal
-1.0
0
4
DHP with zonal electric resistance per option 3.4
0.5 0
-1.0 0
Credits - select ONE
energy option from each
category V
5
Energy
Options
All other heating systems
Energy Credit Option Descriptions
Efficient Building Envelope
Efficient Building Envelope
Efficient Building Envelope
Efficient Building Envelope
1.1
0.5
0
1.2
1.0
0
1.3
0.5
1.4
1.0
Q
1.5
Efficient Building Envelope
2.0
Q
1.6
Efficient Building Envelope
3.0
0
1.7
Efficient Building Envelope 0
0.5
Q
2.1
Air Leakage Control and Efficient Ventilation
0.5
2.2
Air Leakage Control and Efficient Ventilation
Air Leakage Control and Efficient Ventilation
1.0
O
0
2.3
1.5
2.4
Air Leakage Control and Efficient Ventilation 0
2.0
0
3. la
High Efficiency HVAC
1.0
0
3.2
High Efficiency HVAC
1.0
0
3.31
High Efficiency HVAC
1.5
0
3.4
High Efficiency HVAC
1.5
0
3.5
1 High Efficiency HVAC
1.5
3.61
High Efficiency HVAC 0
High Efficiency HVAC Distribution System
2.0
0
4.1
0.5
Q
4.2
High Efficiency HVAC Distribution System 0
1.0
Q
2018 Washinqton State Enerqy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1. 2021)
Energy
Options
5.1d
5.2
5.3
Energy Credit Option
Efficient Water Heating
Efficient Water Heating
Efficient Water Heating
Summary of Table
Descriptions (cont.)
R406.2 (cont.)
Credits - select ONE
energy option from
each category ='
0.5 ❑
0.5
0
1.0
0
5.4
Efficient Water Heating
1.5
0
5.5
Efficient Water Heating
2.0
0
5.6
Efficient Water Heating
0
2.5
0
6. le
Renewable Electric Energy (3 credits max)
1.0
7.1
Appliance Package
0.5
❑
Total Credits
6.0
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 2018 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
User Notes
Calculate Totall I Clear Form
RESUB
Jul 19 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Carl J. Colson - Architect
PLLC
2502 Washington Blvd,
Anacortes, WA 98221
425-773-4392
wwwCarIColsonArchitect. com
Commercial & Residential
Architecture
Tang Residence
Project Address
840 Daley St.
Edmonds, WA
Proiect Client & Proiect Annlicant
Peter & Jia Tang
648 Bell St.
Edmonds, WA 98020
206-372-2584
Washington State
Energy Code
Calculations
7543 REGISTERS
ARCHITECT
CARL J. COLSON
S AT OF WASHINGTO
Issued For Permit: 04-05 - 2023
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, 2023. All rights reserved.
Project Number
Sheet Issue Date
04/29/13 A-6,s
Drawn By
Author Washington State Energy Code
Scale Calculations
12" = 1'-0" Sheet Plot Date 7/17/2023 1:57:29 PM
www.CarlColsonArchitect.com