APPROVED BLD2023-0940+Architectural_Plan+7.26.2023_12.38.20_PM+3690302PROJECT INFORMATION
VICINITYMAP
SHEET INDEX
Project:
Ainsley Residence
Master Bath Remodel
A-o1
Site and Project Information
Project Address:
7429 N. Meadowdale Road
A-02
Existing West & South Elevation
Edmonds, WA 98026
A-03
Existing East & North Elevations
A-04
A-05
Existing Lower Floor Plan
Existing Upper Floor Plan
Legal Description:
MEADOWDALE BEACH BLK 03o D-oo
A-o6
Existing and New Master Bath Plans
S 1oFT LOT 9 & ALL OF LOT 10 LESS S to FT
A-07
Typical Existing Section View
PER ORD 1853 PASSED 7-6-76 & LESS
3
a
W 10 FT PER QCD TO CITY ED BY AF
9oo6280170 V 2354 p 2624
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North Meadowdale Road
Tax Account No.:
Zoning:
Owners:
00513103000900
9=
Keith & Pam Ainsley
7429 N. Meadowdale Rd.
Edmonds, WA 98026
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158th St SW
7429 North
Meadowdale Road
N Meadowdale Rd
Note: No new supports will be required for this work.
I No ground disturbing activity will occur.
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Building Area
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Garage 703 sf
�. 1st Floor 2201 sf
' end Floor 1594 sf
TOTAL 4498 sf
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Decks 1166 sf
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Interconnected Smoke Alarms Are A Requirement
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Of This Permit In Accordance With R314.2.2 ;
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!APPROVED
N Meado,Nda�e Rd
Separate Plumbing permit required. Please apply via
MyBuildingPermit.Com.
City Of Edmonds
Building Department
Work BATHROOM REMODEL
Address 7429 N MEADOWDALE RD
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.................
Owner ' AINSLEY
Approved Date
Building Official Erb
Permit Number
" -- — — — — — -- I OBTAIN ELECTRICAL
NS MUST BE
JOB SITE
PERMIT FROM
STATE LABOR &
INDUSTRIES
11 = 9n'-nil
BLD2023-0940
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
10 20
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EXISTING WEST ELEVATION
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Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
EXISTING SOUTH ELEVATION DEPARTMENT
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EXISTING EAST ELEVATION
0 2 4 8
L--- - - - - - -
EXISTING NORTH ELEVATION
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXISTING LOUVER LEVEL FLOOR PLAN 0 2 4 g
A 04
52�_4it
------------- - - - - -
,
40'-011
Area of Proposed Modification
EXISTING UPPER LEVEL FLOOR PLAN
0 2 4 8
RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Non-:
Non
Existing Master Bath
0 1 2
3/4" = 1'-0"
Wall To Be F
Rela
earing Wall for Eng
refabricated Trusse
russes 24" O.C.
New Master Bath
General Notes:
ing Wall for
neered
ibricated Trusses.
ses 24" O.C.
Listed anti-scald/pressure balance valve is required on shower. (12o degrees F max.)
Shower subpan to be an approved membrane, extended a minimum of 3 inches above curb.
Approved liners to be installed per manufacturer's installation instructions.
Slope/pitch of lining to be a minimum of a 1/4" per foot. RECEIVED
Permanent seats in shower require 1/4" per foot pitch. Jul 26 2023
Shower curb to be a minimum of 2" above top of drain. CILOPM ETSERVI
DEVELOPMENT SERVICES
DEPARTMENT
Shower doorway to be a minimum of 22" wide.
Bathroom fan are to be a minimun of 50 CFM. Shall terminate outside the building with a
back -draft damper and insulated to a minimum of R4.
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Typical Existing Wall Section
Roof
50 year composite roofing with ice & water shield.
1/2" type CDX sheathing, 8d nails, 6" o.c. at edges, 12" o.c. at field.
Manufactured truss system - 24" o.c.
Eave vent blocking with three 2" holes per bay covered with 1/4" galvanized wire mesh.
Continuous venting at the peak.
1"x6" cedar facia.
4"x5" metal gutter tight lined to water detention system.
Simpson H1 ties at each truss to wall connections.
Upper Wall
Double 2"x6" top plate.
Three 2"x8" #2 DF over openings.
2"x6" #2 HF Studs, 16" o.c.
15/32" CDX plywood sheathing, 1od nails at 6"
7-1/2# building paper.
3/4"x8" cedar bevel siding.
2"x6" sole plate with 16d nails, 6" o.c..
o.c. at edges, 12" o.c. at field.
Upper Floor
3/4" T&G plywood subfloor.
#2 HF 2"x10" joists 16" o.c. with continuous rim joist and midspan blocking.
Lower Wall
Double 2"x6" top plate.
Three 2"x8" #2 DF over openings with two support studs each side.
2"x6" #2 HF Studs, 16" o.c..
15/32" CDX plywood sheathing, 1od nails at 6"
7-1/2# building paper.
3/4"x8" cedar bevel siding.
2"x6" sole plate with 16d nails, 6" o.c..
o.c. at edges, 12" o.c. at field.
Lower Floor
3/4" T&G plywood subfloor.
#2 HF 2"x10" joists 16" o.c. with continuous rim joist and midspan blocking.
Pressure treated 2"x6" sill plate.
5/8" x 12" anchor bolt 24" o.c.
Foundation
811 concrete wall with 5/8" steel reinforcement per code.
8 x18 footing with (3) 5/8 steel reinforcement.
4" Tight Line pipe to detention system.
4" Perforated pipe footing drain with 12 inch minimum wash gravel backfill.
18" minimum clearance in crawl space.
Insulation
Ceiling: Rao with baffle at eaves providing a minimum of 1" airspace.
Walls: Rig
Floor: Rig
Double glazing glass in all heated areas.
0 1 2
3/4" = 1'-0"
UU"
12
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RECEIVED
Jul 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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