APPORVED BLD RESUB2 BLD2024-0116+PLANS 4.30.2024_2.51.57_PM+4228135DEMO OF EXISTING 420 S.F. CARPORT AND
5UILDING NEW DETACHED -140 GARAGE. NEW
DETACHED GARAGE TO 5E 5UILT IN SAME
LOCATION OF EXISTING CARPORT.
OWNERS:
TAX ID:
SITE ADDRESS:
LEGAL DESCRIPTION:
JAMES + VICKI PFOUTS
005roro000000300
11110 SEALAWN DRIVE
EDMONDS, WA 9802ro
SECTION 0-1 TOUJNSHIP 2-1 RANGE 0d
QUARTER NE SEALAWN TERRACE DI
BLK 000 D-00 - LOT 3
LOT AREA: 11,1ro1 SQ. F. T
5UILDING AREA:
MAIN FLOOR HOUSE 1 J113 SQ FT
BASEMENT HOUSE 1,113 SQ FT
TOTAL LIVING AREA: 3.54ro SQ FT
EXISTING CARPORT: 420 SQ FT
NEW DETACHED GARAGE: 140 SQ FT
EXISTING HOUSE COV. W1 EVES:
11913
SQ
FT
EXISTING CARPORT COV.:
440
5Q
FT
TOTAL 5LDG COVERAGE:
2,413
SQ
FT
NEW DETACHED GARAGE
COVERED W/ EVES: 942 SO FT
EXISTING HOUSE COV. W1 EVES 1.0913 SQ. FT.
TOTAL NEW BLDG COVERAGE: 2,915 SQ. FT.
LABEL
OTY
51ZE
WIDTH
HEIGHT
AREA,
DE5CRIPTION
HERDER
U-FACTOR
STANDARD
HEIGHT
W01-2020
3
2020
24"
24"
4
FIXED 6LA55
60"
0.26
TOTALS:
12
LABEL
QTY
51ZE
WIDTH
HEIGHT
AREA,
DE5GRIPTION
STANDARD
D01-18080
1
18080
216"
96"
144
6ARA6E-WE5TFIELD
5TOCKTON III T
2665
1
2665 R IN
30"
SO"
16.61
HINGED -DOOR PO4
003-3068
11
130b8
36"
SO"
20
1 HINGED EXTERIOR DOOR
TOTAL5:
I
I
I
1
1150.61
(NO 5CALE)
A SEPARATE PLUMBING PERMIT IS
REQUIRED. PLEASE OBTAIN A
PLUMBING PERMIT FROM THE CITY OF
EDMONDS
ZONE:
SF
C3t:Nt:KAL NUA=5:
5UILDING OGG.:
R-01
5UILDING TYPE:
v-B
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWINGS.
5UILDING
201$
MEASUREMENTS ON THESE PLANS MAY INCLUDE SHEATHING THICKNESS.
CODE:
iRc Zeta
2. ALL CONSTRUCTION MUST COMPLY WITH CURRENT LOCAL 5UILDING CODES: IRG 2018,
wsec Zeta ENERGY + VENT.
UJSEG 2018 ENERGY + VENT., PLUMBING UPC 2018, NATIONAL ELECTRIC GORE AND
PLUMBING UPC 2018
NATIONAL ELEGTRIG GODS
MECH. IRG 2018
MECH. IRG 2018
3. THE CONTRACTOR SHALL ASSUME FULL RE5PON5I5ILIt1' FOR ANY WORK KNOWINGLY
CITY OF EDMONDS MUNICIPAL CODE
PERFORMED CONTRARY t0 SUCH LAWS, ORDINANCES, OR REGULATIONS. THE
ROOF
25 PSG SNOW LOAD
CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE
UJIND SPEED
85 MPH
SERVICE AUTHORITIES.
WIND EXPOSURE
B
4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF
SEISMIC ZONE
FROST LINE DEPTH
DI
12"
PLUMBINCx, HYAG AND ELECTRICAL SYSTEMS.
5. ATTIC VENTILATION CALCULATION:
TOTAL ATTIC S.F. _ 140 S.F. (THE REST VAULTED CEILINGS) / 300 = 2.46 (3) MIN. SQ. Ft.
REQ. PROVIDE MIN. OF 40% VENTILATION Ca RIDGE AND THE REST At BOttOM 1 /3 OF
ATTIC SPACE
RESUB
Apr 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
City Of
Edmonds
Building
Department
Work
Address, 17110
1ARAGE
SEALAWN DR
--------------------------------------------
Owner
PFOUTS
-------------------------
Approved Date
5/15/2024
Building Official
Permit Number BLD2024-0116
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
The following documentation shall be available on
= site for the building inspector: ■
■
'. X❑ COE APPROVED ARCHITECTURAL PLAN SET
X❑ COE APPROVED STRUCTURAL PLAN SET ;
r] COE REVIEWED CALCULATION PACKET
ENERGY CREDIT WORKSHEET
SITE PLAN -
❑ CIVIL PLAN ■
■
'F] -
■
;F] :
CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
Wm
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Z
Q
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goo
�W
Q
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o�W
0
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EXTERIOR LIGHT
FIXTURES PER
OWNER'S SPEC'S
NEW STAIRS - NEW RAILING
8" LAP TO MATCH
EXISTING HOUSE SIDING
(E) RETAINING WALL(S)-
DECORATIVE BRACKETS
HOSE BIBS
ELECTRICAL OUTLET
12
5-1 /2 Pp" -
insWEST EXTERIOR ELEVATION
Jr `�% SCALE: 1 /4,, = 1,_0,,
24'
I I
10 _ I
,N A_4 I
�
I
I
I
StORACzE
----
12'-8" X 14'-10"
I9
-0" CH
NEW CONCRETE
RETAINING
WALL(S) (REPLACE EXISTING
RETAINING WALLS) DECORATIVE ROOF
MIN. 4CO " NCRETLA E SB
+ BRACKETS PER \
OWNER'S SPEC'S `
�-----
-
NEW MIN.
0
\
�
G
CONCRETE_
A-4
LANDING
71
ATTIC ACCESS
DECORATIVE ROOF
MIN. 22"X30"
+ BRACKETS PER
OWNER'S SPEC'S `'I(
r
L
Al
I
I
A
-HEATED
FG
A 'AGE
23,_0„ X 21'-2"
MIN. 4" CONCRETE SLAB
w
L-
HOSE BIBB -
r — — —
II
10'-4"
"Aft
KWIIA
STRUCTURAL KNEE BRACE
(SEE ENG. SPECS)
I
AUTOMATIC DOOR OPENER
D01-I 8080
— — — — — — — — — — — — — — — — — — —
3 18, 31 -
24'
N
N
GARAGE FLOOR PLAN 140 S.F.
SCALE: 1 /4" =
s
E
HOSE BIKE
ELECTRICAL OUTLE
NORTH EXTERIOR ELEVATION
SCALE: 1 /4" = 1 " ,0
jj
12
EAST EXTERIOR ELEVATION
SGAL : 1/4 1' = 1,-0,,
SOUTH EXTERIOR ELEVATION
SCALE: 1/4 = 1"-O
jj
RESUB
Apr 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CV
W
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0
Z
G
BUILDING SECTION
,SCALE: 1/4" = 11-011
L- - - - - - - - - -
- - - - - - - - - - ---
-
m
B
HICLE DOORWAY
N
— — — — — — — — — — '
-------------
24'
GARAGE FOUNDATION PLAN
SCALE: 1 /4" = 1,_0,,
GARAGE ROOF FRAMING PLAN
SCALE: 1 /4" = C-0ij
ROOF CONSTRUCTION:
COMP. ROOFING TO MATCH EXISTING HOUSE
ROOFING
l/16" T+G SHEATHING
/,7
CEILING LIGHT FIXTURE ` UN -NE
TED/UN-
MFG. TRUSSES 0 24' O.G. (ATTIC TRUSSES
OVER GARAGE PART)
5-1/2:12 ROOF PITCH
3T—
E 5 A(
ATTIC
R-35 INSULATION - OPTIONAL
IN /2' SHEATHING
YY
5/8" GWB
WWI
AUTOMATIC DOOR OPENER'
MOTION
EXTERIOR WALL CONSTRUCTION:
i4E7E
DETECTED
lli
EXTERIOR SIDING TO MATCH EXISTING HOUSE 8" LAP SIDING
FLOOD LIGHT
—
1/2" SHEATHING
2X6 WOOD STUDS 0 16" O.G.
2X HEADERS - SEE ENG. SPEC'S
N
R-21 INSULATION
1/2" GWB
(SEE ENG. SPECS)
D01-15080
6�
FILTER FABRIC WRAPPED
AROUND DRAIN GRAVEL W/
COARSE GRAVE SURROUND
FILL AND 4" DRAINAGE SYSTEM
AROUND GARAGE SLAB
„
(SEE ENG. SPECS)
_X_ FOUNDATION RETAINING WALL__
(SEE ENG. SPECS)
OVERHANGS U.N.O.
VA
FOUNDATION CONSTRUCTION:
SEE ENG. SPEG'S
FLOOR CONSTRUCTION:
MIN. 4" CONCRETE SLAB W/ REBAR
VAPOR BARRIER
(SEE ENG. SPEC'S)
5ULDING SECTION
SCALE: I /4" = I" -Oil
ROOF CONSTRUCTION:
COMP. ROOFING TO MATCH
12 EXISTING HOUSE ROOFING
5-I/2 1116" T+G SHEATHING
MFG. TRUSSES 0 24' O.G.
5-I/2:12 ROOF PITCH
R-38 INSULATION - OPTIONAL
I/2" SHEATHING
5/8" GWB
(SEE ENG. SPECS)
0
EXTERIOR WALL CONSTRUCTION:
EXTERIOR SIDING TO MATCH EXISTING
HOUSE 8" LAP SIDING
1/2" SHEATHING
2X6 WOOD STUDS is I6" O.G.
2X HEADERS - SEE ENG. SPEC'S
R-21 INSULATION
1/2' GWB
(SEE ENG. SPECS)
FILTER FABRIC WRAPPED
AROUND DRAIN GRAVEL W/
COARSE GRAVE SURROUND
FILL AND 4" DRAINAGE SYSTEM
AROUND GARAGE SLAM,
(SEE ENG. SPECS)
BWALL
i
'r
FLOOR CONSTRUCTION:
VAPOR BARRIER MIN. 4" CONCRETE SLAB W/ REBAR
(SEE ENG. SPECS)
i
CONCRETE,
(VERIFY
HEIGHT ONSITE)
- SEE ENG.
FOUNDATION CONSTRUCTION:
SEE ENG. SPEC'S
BUILDING SECTION - B
SCALE I/4" = IJ-0""
RESUB
Apr 30 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CV
W
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N
0
4
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0
OL Z
0.
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