APPROVED BLD RESUB 1-BLD2024-1180+Architectural_Plan+9.19.2024_3.55.54_PM+4512577PROJECTINFORP
.
Prod ect:
Project Address:
Legal Description:
Tax Account No.:
Zoning:
Owners:
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Aln�
Mas
160�
Edr�
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Alegi
Elise
160�
Edmonds, WA 98026 3°°� - — � — -
Zone Corner Flag
Setbacks: Required Actual
Front
Sides
Rear
Other
Height
Scale = 1�� = 20�
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'. OBTAIN ELECTRICAL
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58th P� 3yy
160th St SW
60th PI SW
161st PI
162nd p15W
formation
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Proposed Floor Plan
Proposed Bath/Closet Floor Plan
Typical Existing Section View
New Wall Section View
RES U B
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A 01
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REVISIONS
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Proposed Elevations
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--/--/--
pit Set
Review Corrections
REVISIONS
REMARKS
13�_% 1/2��
35�_9 1/2��
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6068 sldr door
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11�-5 1�2��
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RES U
B
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
49�-5��
A o4
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Covered Porch
9068 sldr door
New windows
Master Bedroom
(vaulted ceiling)
existing roof structure.
engineered trusses - 24" o.c.
existing floor structure.
New 6"x8" Beam Above
Opening with 4"x6" Posts
New Cantilever
Floor Joists
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hung obsure
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14►-1 1�2►►
Closet
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5►-0►►
21►-5►►
1205o side casement
Living Room
(vaulted ceiling)
Area of proposed
modifications.
Dining Room
(vaulted ceiling)
Kitchen
11►-5 1�2►►
5►-1 1�2►►
35'-9 1/2►►
■'
Office
306o sldr
12►-1�2►►
14►-4 1�2►►
Bedroom
Entry
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RES U B
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
49►-5'►
A o5
N
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General Notes:
• Listed anti-scald/pressure balance valve is
required on shower. (12o degrees F max.)
• Bathtub filler unit temperature 12o 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.
• Shower curb to be a minimum of 2" above top
of drain.
• Shower doorway t0 be a minimum Of 22" wide.
• Bathroom fan to be a minimum of 5o CFM or
20 CFM continuous. Shall terminate outside
the building with a backdraft damper and
insulated to a minimum of R4.
• Cement, fiber -cement or glass mat gypsum
installed in accordance with manufacturers'
recommendations are to be used as backers for
wall the in tub and shower areas and wall
panels in shower areas.
• All smoke alarms and co detectors to be
interconnected per 2o2Y IRC R3Y4 and
R3Y5.
Existing Wall
RES V t�
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Typical Existing Wall Section
12
6
O 1 2
1�� = 1�-O��
Roof
25 year composite roofing with 15 # paper.
1/2" type CDX sheathing, 8d nails, 6" o.c. at edges, 12" o.c. at field.
Pre-engineered truss system - 24" o.c.
Eave vent blocking with three 2" holes per bay covered with 1/4"
wire mes .
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.
Exterior Walls
Double 2"x6" top plate.
Three 2"x8" #2 DF over openings.
2 "X6" # 2 H F Studs, 16" O.C.
15/32" CDX plywood sheathing, lod nails at 6"
�-1/2#building paper.
3/4"x8" cedar bevel siding.
2"x6" sole plate with 16d nails, 6" o.c..
Fl �nr�
galvanized
o.c. at edges, 12" o.c. at field.
3/4" T&G plywood subfloor.
#2 HF 2"xlo" joists 16" o.c. with continuous rim joist and midspan blocking.
Pressure treated 2"x6" sill plate.
5/8" x i2" anchor bolt 24" o.c.
Foundation
8" 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"
Walls: R19
Floor: R19
Double glazing glass in all heated areas.
airspace.
RESUB
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A O']
Continuous vent
and flashi -
2"x6" #2 HF ledger fasten
with 1/2"x 4" lag bolter -- -
2"X6" #2 HF 16" O.C.
with LU26 at ledger
Vented per notes
Exterior Wall
Section A
��
2 "x6" # 2 HF ceiling j oists
with LU26 each end
R48 Insulation
1'-O" �� � � 2'-O" min
oi�
0 0 0
Interior wall (typ.) -
2"x4" #2 HF Studs 16" o.c. with blocking at 4' and 8'
Rao insulation
Cantilever new 2"xlo" joists 16" o.c. with
Simpson LU2io hanger at 2x joist.
double existing 2"xlo" joist
1�� = 1�-O��
O 1 2
Roof
25 year composite roofing with 15 # paper.
i/2" type CDX sheathing, 8d nails, 6" o.c. at edges, 12" o.c. at field.
Existing pre-engineered truss system - 24" o.c.
Eave vent blocking with three 2" holes per bay covered with 1/4"
Venting at the peak.
1"x6" cedar facia.
4"x5" metal gutter tight lined t0 water detention system.
Simpson H 1 ties at each truss to wall connections.
Exterior Walls
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, lod nails at 6"
�-1/2#building paper.
3/4"x8" cedar bevel siding.
2"x6" sole plate with 16d nails, 6" o.c..
Interior Walls
Double 2"x6" top plate.
Two 2"x8" #2 DF over openings.
2 "x4" # 2 H F Studs, 16" O.C.
2"x4" sole plate with 16d nails, 6" o.c..
Fl nnr�
galvanized wire mesh.
o.c. at edges, 12" o.c. at field.
3/4" T&G plywood subfloor.
#2 HF 2"xlo" joists 16" o.c. with continuous rim joist and midspan blocking.
Pressure treated 2"x6" sill plate.
5/8" x i2" anchor bolt 24" o.c.
Foundation
8" concrete wall with 5/8" steel reinforcement per code.
8"x18" footing with C3) 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: R49 with ba,�le at eaves providing a minimum ofl"airspace.
Walls: R21 kra, fr paper face stapled
Floor: R,3o Batts
Double glazing glass in all heated areas. Maximum u-value to be o.3o per WSEC.
RESUB
Sep 20 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A OS