APPROVED BLD ENG PLN BLD RESUB 1-Arch and Site PlanPROJECT NOTES
PROJECT DESCRIPTION
REPAIR AND REPLACE DECK IN KIND
REGULATORY
1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN:
- 2018 INTERNATIONS RESIDENTIAL CODE (IRC)
- 2015 WA STATE ENERGY CODE, RESIDENTIAL PROVISIONS
2015 INTERNATIONAL FIRE CODE (IFC)
2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL AND/OR MECHANICAL
WORK AS APPLICABLE.
3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION.
ARCHITECTURAL
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE BUILDING AND SITE.
IN EVENT OF ANY DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS,
OR BETWEEN CONTRACT DOCUMENTS THEMSELVES, THE GENERAL CONTRACTOR SHALL NOTIFY THE
DESIGNER PRIOR TO PROCEEDING WITH WORK.
2. DIMENSIONS TO FACE OF CONCRETE, FRAMING OR AS NOTED.
3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL CONTRACTOR SHALL NOTIFY
DESIGNER AND MAKE NO REPAIRS WITHOUT APPROVAL.
4. DO NOT SCALE CONTRACT DOCUMENTS.
5. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A WAY TO MEET ALL APPLICABLE
CODES.
6. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND SUBCONTRACTORS TO VERIFY
MEETING THEIR REQUIREMENTS AS PART OF THEIR CONTRACT.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
8. ALL WASTE AND REFUGE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM
THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND
CLEAN TO THE SATISFACTION OF THE OWNER.
9. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK.
ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
10. CONTRACTOR TO TEST FOR LEAD IN PAINT AND ASBESTOS IN AREAS BEING WORKED ON AND
REMOVE USING APPROPRIATE ABATEMENT METHODS IF NECESSARY.
GUARDRAIL
PROVIDE A GUARDRAIL WHERE THERE IS A VERTICAL DROP
IN FLOOR SURFACE GREATER THAN 30". THE MIN HEIGHT
OF THE GUARD SHALL BE 36" ABOVE WALKING SURFACE.
OPENINGS IN THE GUARD SHALL NOT ALLOW A SPHERE
OF 4" TO PASS THROUGH. SHALL BE ABLE TO WITHSTAND
A 200 LB. LOAD IN ANY DIRECTION AT THE TOP OF THE
GUARD.
BUILDING INFORMATION
EXISTING NEW DEMO
SINGLE FAMILY STRUCTURE:
1 ST FLOOR 1240.5
BASEMENT 1095.5
DECK 367 280 367
TOTAL -
2,336
IMPERVIOUS SURFACE CALCULATIONS
(E) HOUSE:
1320 SOFT
(E) BRICK PATIO
215.4 SOFT
(E) ASPHALT DRIVEWAY:
2445 SOFT
(N) COMPOSITE DECK
367 SOFT
(E) STAIRS &
WALKWAY
308.25 SOFT
TOTAL:
4655.65 SOFT: 42%
PROJECT TEAM
OWNER:/ APPLICANT
TOM FINLAYSON & RACHEL
CHAMBERLAIN
8825 SHELL PL.,
EDMONDS, WA 98026
P: 360.550.1550
tfinlayson@gmail.com
STRUCTURAL ENGINEER:
BASRI BASRI
B2 STRICTURAL ENGINEERS
15306 61 ST. PI. NE
KENMORE, WA 98028
p:425.296.2993
basri@b2engineers.com
CONTRACTOR:
Chris Stokley
Outdoor Living Spaces NW
PO Box 2776 Woodinville, WA
98072
p: 206-730-4955
chris@livingspacesnw.com
LOT INFORMATION
PARCEL: 00373600501503
ADDRESS: 8825 SHELL PLACE, EDMONDS, WA 98026
ZONING: 111 SINGLE FAMILY
OCCUPANCY: RS-3 (FLAG LOT)
LEGAL DESCRIPTION: Section 30 Township 27 Range 04 Quarter NW Subdivision
ALDERWOOD MANOR NO 9 BILK 005 D-03 PTN LOT 15 BLK 5 SD PLAT DAF BEG NW COR
LOT 8 PLAT OF SHELL PARK DIV NO 2 TH N ALG E LN SD PLAT OFSHELL PARK DIV NO 2
DIST 142.59FT TH E PLW N LN LOT 8 SD PLAT OF SHELL PARK DIV NO 2 DIST 90FT TH SWLY
TAP ON N LN SD LOT 8 DIST 60FT E FR TPB DIST 145.70FT M/L TH W ALG N LN SD LOT 8
TO TPB A DIST60FT AKA LOT 1 CITY OF ED SP S-1-79 REC UND AFN 7905180212 TGW TH
PTN LOT 9 PLAT OF SHELL PARK DIV NO 2 DAF COM NE COR SD LOT 9 SD PT BEING TPB
TH S ALG E LN THOF 69FT TO SE COR THOF TH W ALG S LNTHOF 11.39FT TH N09*22 14E
69.93FT TO TPB PER SNO CO SCC NO 96-2-04875-3
PARCEL AREA: 11,103.65 SQ. FT.
SEE GUARDRAIL NOTE
IN PROJECT NOTES
NEW 2X8 JOIST PER STRL.
DECK MATERIALS:
DECKING, CAP RAIL & FACIA:
TREX COMPOSITE DECKING
4X4 RAIL POSTS & TOP RAIL: KNOT CEDAR
2X HORIZONTAL RAILINGS: CLEAR CEDAR
SPACE[ <4" APART
NEW DECK STRUCTURE
(E) HOUSE PER SRTL.
NO CHANGE
NEW 6X6 POST PER SRTL.
CEDAR OR PRESSURE TREATED WOOD
(E) GRAVEL
UNDER DECK
WEST ELEVATION
3 'SCALE: 1/4" V-0"
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GRANULAR ROCK
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SECTION
LIST OF DRAWINGS
A- ARCHITECTURAL
Al COVERSHEET: SITE PLAN, DECK PLAN,
ELEVATION, & SECTION
S- STRUCTURAL
S-0 GENERAL NOTES & SPECIFICATIONS
S-1 FRAMING PLAN & DETAILS
APPROVED BY PLANNING
Oct 21 2021
------------
RS-8
N Y
Zone
Corner
Flag
Setbacks:
Required
Actual
North
7.5
12.2
South
7.5
80
East
.---- --
' 7.5
,----------
25.3
-----------,
7.5
---------
23.3
West
-----------
�-----------
' 25
NC
Height
--
35'
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DEMO (E) DECK.
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REBUILD IN SAME
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LOCATION. SIZE REDUCTION
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FROM 367 SF TO 280 SIF
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Wood lattice panels
for additional privacy
here and along the
south edge of the
deck. Architectural
ER/CONTRACTOR RESPONSIBLE FOR LOCATING
N SITE UTILITIES. RELOCATION/REVISION TO ANY
TILITIES MAY REQUIRE A SEPERATE PERMIT.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
DECK PLAN
crrni P- IIA" _ V_nl.
10' STORM SEWER
UTILITY EASEMENT
AFN 2070861
NOTE:
INSTALL AND MAINTAIN ALL
TESC MEASURES
ACCORDING TO APPROVED
PLANS, CITY OF EDMONDS
STANDARD DETAILS, AND
ALL OTHER MEASURES
THAT MAY BE REQUIRED
DURING CONSTRUCTION.
ALL DISTURBED AREAS TO
BE COMPOST AMMENDED
PER 2014 SWMMWW BMP
T.5.13
NOTE:
TYP EROSION HAZARD PER
CRITICAL AREA DETERMINATION
(CRA20180194)
SHELL PLACE
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work DECK
Address 8825 SHELL PL
Owner FINLAYSON
Approved Date 10/14/2021
Building Official !7 W. W v4ALcLic
Permit Number BLD2021-1206
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ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
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7'-6" SETBACKS: ALL SIDES 1
10'60.00'
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(E) 8"CONCRETE
SEWER MAIN
SITE PLAN
SCALE: 1" = 20'
IMPERVIOUS SURFACES: THERE ARE NO NEW
IMPERVIOUS SURFACES BEING ADDED IN THIS
APPLICATION.
Special Inspections required for this project:
1) Soils
2) Construction and Installation of the Pipe Piles
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ENGINEERING DIVISION
APPROVED AS NOTED
10/27/2021
***No stormwater management
system required at this time. If new
and replaced impervious surfaces
equals 2000sgft or greater, a
stormwater management system will
be required per City standards.***
RESUB
Oct 11 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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