APPROVED PLN BLD RESUB2 BLD2024-1109 ARCH & SITE PLANS+10.14.2024_7.56.22_AM+4556891PROPERTY OWNER:
Mr. Russel Subol & Mrs. Maria Subol
PROPERTY ADDRESS:
23609 78th Ave. W Edmonds, We. 98026
PARCEL NO.
27043100403000
Nothing in the permit approval process shall be
Zone = - RS -$ - ' Corner Flag .
Setbacksa Required Actual
APPROVED BY PLANNING-------
r / Front
NOTE: 6 a 7.5' ok
Oct22 2024 Sides
TOTAL LOT AREA: 8075.11 SQ. FT. Rear
BUILDING FOOTPRINT: 1642.32 SQ. FT. Other ------
(COVERS 20.33% OF THE TOTAL LOT AREA) Height L_25_14'
_
Existing deck enclosure only
interpre ed as allowing or permitting the maintenance SITE PLAN
of any ct rrently existing illegal, nonconforming or
unperm ted building, structure or site condition which
is outsid the scope of the permit application, egar 7Q' - 0" ;
of whet er such building, structure or conditionIs • _ ti • 1 •.. ' • — • —
OBTAIN ELECTRICAL ALL WORK SUBJECT APPROVED
PERMIT FROM TO FIELD PLANS MUST BE
STATE LABOR & INSPECTION FOR
INDUSTRIES CODE COMPLIANCE ON JOB SITEVAI
shown the site plan or drawing. Such buildi g,
Structureor condition may be the subject of a eparle I
22' - 0"
enforce ent action.
17:_ 0_'
EXISTING DECK LAWN
�13'
------------
r _ _ "S4 _ 0{i - TEMSTING RESIDENCE
:114'-0"• O 114
36' _ 0„ a o
U
-------------
EXISTING
. -- '
I PORCH to -o" I
I I
I I
LAWN
I50' - 0" EXISTING ASPHALT I
DRIVEWAY
I I
NORTH
STREET SITE
T-
4' x 4" P.T POST
CONCRETE PIER
4"X6' .T -, SEE ATTACHED
CONCRETEB E -REVISED PLANS
1 0" =t
0
NN
4"X 'P.T x�
EAM a
4" X 6"
ONC E BASE
E STING SLIDING
EXISTING DECK PLAN
City Of Edmonds
Building Department
Work
------------------
ADD STORAGE ROOM TO DECK
---------------------------
Address
2360978TH AVEW
--------------------------------
Owner
SUBOL
Date L-----'A---�-�100�/2212024-----
Building Official'
-----,
V4t'U-----,
Permit Number-
- - -B MOO24_'i 1-0-9 - - -
2" X 10" P.T
BEAM
4" X 6" P.T
CONCRET BASI
2" X 10" P.T
BEAM
" x 4" P.T POST
CONCRETE PIER
2' 8...
" AT
TO T
BUILDIN W/ 1/2 x4" LOG OLT
4' O.0
RESUB
Oct 14 2024
CITY OF EDMONDS
EVELOPMENT SERVICE
DEPARTMENT
See Dell 1
17' - 0"
ROOF LINE
E�
ROOF LINE
DECK
5'-0'x 17'-0"
36"
DOOR
—f L4-
3'-tlx4'-a•
U-FACTOR.3
A
18'-0"
io
NEW STORAGE
0
o',
z
ROOM
Z1l
13'- 0" x 17'- 0"
m
WINDOW
WINDOW
li
„_„
' .4'-tl
UFACTOR
7116"X 4'X B'OSB
U0'x 4'-tl'
l—Aa
I
- .3
NEW FLOOR
W/VINYL FINISH
11
IlUlDOIT1 1. saF AND-
REFER TO Ml wC M14 AND FORMATION sFOR moRe
� �
:....................�..�..�..�-�..�..�-�..�..�..i
I
24 i
EXISTING SLIDING
�I
DOOR
__________________
j
---------------------
EXISTING WALL
_____ li
I
CONNECTTO
CONNECTTO
EXISTING
EXISTING
SCALE 1' = 1/4 "
1/2' X 6" VEVEL
W\ WEATHER B.
5'
OF
4xf
2'X2"PT SID
W/1'X4"P.T
4 x 4 POST CONCRETE
WITH CONCRETE PIER LEFT SIDE ELEVATION
1/2" X V VEVEL SIDING
VA WEATHER BARRIER
TOP OF ROOF
12" X 16' EXHAUST VENT
1 x 8 FASCIA BOARD
BOTTOM OF BEAM
8.
GROUND FL. LINEIIIIIIIII�
IIIIIIII�1111
GRADE
1�
TOP OF ROOF
1/2 x 6 CEDAR SLIDING
2 x 6 BEAM
METAL GUTTER
WINDOW
3'-0'X4'-0"
U FACTOR .3
4 x 6 P.T POST
2" X 2' FIT SIDE RAILING
W/ 1' X 4' P.T TOP RAIL
2 = 2X 6' P.T TREAD
STAIR
\SMART 3/8' PANEL \SMART 3/8' PANEL
BOARD FOR SKIRT BOARD FOR SKIRT
REAR SIDE ELEVATION
48
;�� It■1■I■�■1■I■�■I■I■�■1■I■�■1■I■�■I■1�
.,OTTOM OF BEAM
_I
111�'
HOUSE I—
GROUND FL. LINE/
IIIIIII�IIIIII
—4'-1-4'A
RIGHT SIDE ELEVATION
-1 M' X 6' VEVEL SIDING
W1 WEATHER BARRIER
-WINDOW
5'-0'X4'-0"
U FACTOR .3
snya•x>,yl
2-X 2' P.T SIDE RAILING
W/ 1' X 4" P.T TOP RAIL
ADDITIONAL POST
4x4POSTCONCRETE
WITH CONCRETE PIER
RESUB
Oct 14 2024
CITY OF EDMONDS
EVELOPMENT SERVICE
DEPARTMENT
PROPERTY OWNER:
Mr. Russel Subol & Mrs. Maria Subol
1 x 8 FASCIA BOARD
PROPERTY ADDRESS:
21' - 0" LEGEND:
23609 78th Ave. W Edmonds, Wa. 98026
24•
z^" 24° Eavea
EXISTING
DEPARTMENT
2" X 8" LEGER CONNECT
TO EXISTING WALL OF
2 = 2" X 8" BEAM
THE HOUSE
SECTION VIEW
Ground Slopes away fro a'
at 8% (8 in. per 1 Oft.)'
NWEN
ARCHITEALT
LES 2" X 6" RIDGE BOARD
2X6 HF#2 RAFTERS AT
::CEILING
7/16" OSB ROOF
DECKING 24' ON CENTER
W/WEATHER BARRIER INSULATION R-30•R-3o
2"X6"PLATE
METAL GUTTER CONNECTED TO
TIGHTLINED DOWNSPOUT
2=2'X6"PLATE 2"X4-CEILI NG JOIST
04 @16 INCHES ON CENTER
R-30 FACED INSULATION W/ 5/8" CEILING BOARD
EAVE VENTING
24" HOLES THREE PER BAY
NEW ADDITIONAL FOUNDATION PLAN
COVERED WITH 1/4"
GALVANIZED WIRE MESH
J
1/2' SHEET ROCK W/ PAINT
2"X6"STUD CONNECTED
(�
12' X 6" VEVEL SIDING
TO EXISTING WALL W/
Z
7 X 16" OSB WALL SIDING
2" X 6' STUDS
BD EXTERIOR SCREW
N
W/WEATHER BARRIER
@ 16 INCHES O.0
W
DOMING
FLOOR
ON�7/16",2SUB
ON X 6" ON EXISTING
FLOOR
Z1111"OSB
_2'-XS-FEB6R"dBIS�' 2" RIGID FOAM
2 = 2" X 6" BEAM
BOARD INSULATION
2" RIGID FOAM
Q
?�
POST CAP (PCXX)
4" X 4' P.T PO T
2x6
P
BOARD INSULATION
CONCRETE PI
TREA
SSURE
D SILL PLATE
ADDITIONAL POST
F
4" X 6" PRESSURE TREATED POST
4" X 4" P.T W/ PIER
N
(D
?
POST BASE (PBXX)
APOR BARRIE
RAWL SPACE
I THROUGHOUT
F
X
w
CONCRETE FOOTING
See spread
footing
ncrete Foundation
detail
STUD CONN
NEW WALL TO EXISTING WALL
See spread tooting
See revised stem
I—�
detail
footing details
DETAIL 1 FOR NEW
4 X 6 POST
RESUB
Oct 14 2024
CITY OF EDMONDS
EVELOPMENT SERVICE
DEPARTMENT
IT- T
4'x 4' P.T POST
CONCRETE PIER
- M1
4x`10-or-68 PT beam
See spread footing
detail
2x6 @ 16-inoc PT
Joists
2" X 10" P.T
BEAM
4"XS"P
T ---
-------------------------
--------------------------------- --------------------------
--
CONCRETE
E
------------------ --
--------------------------------- ---------
Z" X E'
P T FINISH �FL X8PT
CC
P.T FI N I SH FLOO X8P-T
4X 6" P.T
L:�OR
JOIST.e.-"16 INCHES
R JOIST I N I H 11
C
CONCRETE
CONCRETE BASE
T
- 0"
-------------
Provide
6 2"ventilation
LU
opening within 3 feet
4- X
P.-r
W
See spread footing 4xl 0 or
6x8
of each corner
6
EA.M
detail beams
-------
BEAM
4" x 4" P.T POST
-7
2x6 @ 16-in oc
See Stem wall
footing detail
Joists
CONCRETE PIER
DCHDR
n" x 9' ATTACH TOTH F
8 U 11-131 NG W/ 112 x 4" LOG BOLT
@ 4- O.0
FOUNDATION PLAN I
Existing primary
structure I
RESUB
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOOTINGS p
R403.1 General. g
All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed stone footings, wood
foundations, or other approved structural systemsthat shall be of sufficient design to accommodate all loads according to Section R301 and
to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on
undisturbed natural soils or engineered fill. Concrete footing shall be desigrled and constructed in accordance with the provisions of Section
R403 or in accordance with ACI 339
Premium Cade lruights: _' codechange Details Hearing Vdeos Sey changes
TABLE R403.1{1)
MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT -FRAME CONSTRUCTION (inches)a, b, t, d
GROUND SNOW LOAD OR RO
LOAD
20 psf roof lire load or 25 psi grou
bad
30 psf
I non-Rreulur. val ur nr enll rr, r.n
..............�...... ......
FRAME
1.500
2,000
2,500
3,000
3.500
4,000
1 story—slabon-grad=
12-
12x
12x
12x
12-
12x
e
e
a
a
e
e l
12 x
12 x
12.
12 x
12-
12-
1 story —with crawl space
a
e
a
a
a
e
1 story —plus basement
to x
12-
12 x
12 x
12-
12 x
e
e
e
a
a
e
2 story—slab•ah-grade
13 x
12 x
12 x
12 x
12 x
12 x
e
e
e
e
e
e
M snow
2 story—witF crawl space
15x
12x
12x
12x
12x
12x
e
e
9
0
a
e
19 x
14 x
12 x
12-
12.
12 x
2 story —plus basement
e
e
a
e
e
e
10 K
12.
12 x
12 x
12-
12-
3 story —slats -an -grade
e
e
a
e•
e
e
18 x
14 x
12 x
12 x
12 x
12 x
story --with crawl space
e
a
e
&
a
e
3 story --plus basement
22 x
19 x
—
12 x
13 x
12 x
12 x
7
a
a
a
a
a
12-
12x
12-
12x
12-
12-
1 sc°r'`slab°"-°rase
a
a
e
a
e
e
1 st°ry-.with Brawl spate
13x
-
12 x
12 x
12 x
12 x
12 =
e
a
e
a
e
15-
12-
12 x
12 x
12-
12 x
1 story —plus basement
e
a
e
a
e
e
12x
13x
12-
12x
12x
12x
2 story—slaban-grade
e
e
8
&
e
8
Is
12x
12x
12x
12x
12x�
2 sto"illin crawl space
a
a
a
a
a
a
2 story —plus basement
19 x
t4 x
12 x
12 x
12-
12 x
a
a
a
a
a
a
For SI: 1 Inch - 25.4 mm,1 foot - 304.8 mm, 1 pound per square foot. 47.9 Wmz.
a Linear interpolation of footing with Is permitted between the soil beamlq pressures in the table. W(apolation is not permuted
e. Tne table is based on the Iddwn g conditions and loads'. wilding width, 32 feet wall night 9 feet, basement wan height 8 feet dead loads, 15 psf roof and ceiling assembly,
10 psf floor assembly. 12 psf wall assembly, live loads, roof and grand snow, bads as listed. 40 psf first Boor, 30 psf second and third floors. Footing sizes are calculated
assuming a clear span roof./ceamg assembly and an Interior bearing wall or peam at each floor.
c Where the building width perpendicular to the wall footing is greater than 32 feel, the footing with shall W increased by 2 inches am footing depth shall be increased by l inch
for every 4 feet of increase in building with.
d Where the building width perpendicular to the wall footing Is less than 32 feel, a 2-inch decrease in footing with and 1-inch decrease in footing depth Is permed for every 4
feet of decrease in building with provided that the minimum with is 12 inches and minimum depth Is 6 inches.
sus aura hr4eehErrt
ox oluoe IariQ
The tables are based on the following assumptions found in Note b:
-Maximum 32-foot building width.
-Deadloads:
15 psf roof and ceiling assembly.
10 psf floor assembly.
12 psf wall assembly.
-Live loads:
40 psf on first floor.
-Snow/Root Live loads:
30 psf roof
6-in
min [F
R404.1 A —
AND R317.1
18 inches for primary
structures; 12 inches
for porches and
decks
CONCRETE STEM WALL
THICKNESS PER ---- "
R404.1�—.4.2 6-in-in
(1) #4 CONT PER SECTION
R403.1.3.1
IPA 001AFL AS- ON
- CENTER P� SECTION
- R403,1,3.1 14" MIN INTO
STEM WALL AND
P STANDARD HOOK
PER SECTION R500.5.4.5
r lst ' CONCRETE FOOTING
6-in PLACED PRIOR TO STEM
W WALL
13-in (1) #4 CONT PER SECTION
BASEMENT OR CRAWL SPACE R403.1.3.1
5 CONCRETE STEM WALL AND SPREAD FOOTING
Sr. NOi TO SCALE
EXTERIOR STEM WALL FOOTING RES U B
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Source: MyBuildingPerm it.com Deck TipSheet 05
Maximum tributary of Footing Size a
spread footing is
8.5ft x4.5 ft b Side of Square Diameter of Round
ary Area Footing (inches) Footing (inches) Thickness (inches)
5 7 8 6
140 33 37 13
160 35 40 15
a. Footing dimensions shall allow complete bearing of the post.
b. Area, in square feet, of deck surface supported by post and footings.
12" min. frost depth
in allowable soils
1
Thickness
per Table (F
Note: Posts must be Width
centered on or in footing Per
Table
L
Manufactured post connector Typical P.T. post
12"
t1'
J I I-1�-1I-1I h� ' T I f
112" diameter
through -bolts In both 4" gravel Min. 12" of
directions embedment
Note: not screws
Mszimum Deck Joist Span -'
Jdat
Joist Spacing (in a'.
Joist Bah
Span (feet)
SirB
12
16 24
4
1 fi
8
10
12 14
16
18
aeewad Jd Spain.
Maximu
Ce.—'(leet-inobs.)-
7-11
S9
1-0
16
NP
NP
NP
NP
NP
NP
IN
10-5
96
76
1-0
16
2-0
2-1
NP
NP
NP
NP
21110
13-3
116
9-5
1-0
tb
2-0
26
2-8
NP
NP
NP
W2
1S6
13d
10-11
1-0
16
2-0
1 26
1 3-0
3-3
1 NP
I NP
a. In Zdea Inaaeg Factor.
b. When using composite tleacing, reler to menufacNrer's inslaXalion Insbuctbna ke mealmum spacing
oljolsle.
c. Soma baled on Doug Fir-1-arch. Hem r grace),
Spruce -the ma . Number 2 Breda, war serdm tamr.
d. For flretetardenl-Vealetl wood lextarbr grads), follow the manufaclureYa span tables.
MOM=O®000
0�
®�Illlll�l01®®lllll�llllll�
��0�010�1®1011111�
��Eaca�l®1�101010
�111111�111111�711111t:�
1111111�11111t�llllll�llllll®
It:1'��t�?:7�101010101010
apana oases on wug nr-carcn, nem ra ono spruce-n�-rs, rvumoer a grace, war servim
b. I/ 2x boils up beams to make 4x or 6x beams, ttrey shall be fastened wiN two rows of 10d (3dnch .
0.12fWnh) nails minimum at 16 inches on center along each edge (R5075).
c. Beam depth shall ire equal to or greater than the depth of intersecting joist for a flush
beam connection.
d_ Beam as,cisi rs are limited b the agacen[ beam's span divided by 4.
f Indudes i and n t treate
f_ Far fire-retardant-0eated wootl (eaterior grade). Mllow Me rnamfiaclureYs span tables.
Manufactured post base cast In
footing
Refer to Table on page 4 for
Footing size 18-in x18-in or 20-in
/ 3,000 psi concrete (no special diameter footing
inspection requires
Finished grade
1" dear
Minimum IEI I 1 ti I (2) #4 ea. way, 3" clear
depth of 71C�1 I to bottom of fooling.
footirlp 12" IE31 I Footing to bear on
undisturbed earth.
SPREAD FOOTING
RESUB
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
My6ui ldi ngPermit.com
a service of eCityGov.net Construction Tip Sheet 03
Residential Guards (Guardrails)
This tip sheet reflects code requirements of the 2021 International Residential Code (IRC) with
Washington State Amendments.
See handrail Tip Sheet#2 for
applicable handrail information.
Open stair handrail t Open guard 1 Solid guard
c
The top of guards for —
stairways, exclusive of
their landings, must
$
have a minimum height
��
of 34" measured
from
v 9
vertically the
nosing of the tread-
' B
g
ae m
B 1
A F
OPEN RAILING TYPES
$
L
A: A sphere 6' in diameter cannot
m
pass through
�o
ti
B- A sphere 4' in diameter cannot
n m
pass through
v o
Grade or Floor level
C: A sphere 4-318' in diameter
p
� m
cannot pass through
g
Figure 1: Guard Elevation (IRC R312)
Requirements
RESUB
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
❑ Guards are required when portions of open -sided walking surfaces, mezzanines, lofts, stairs,
ramps and landings are located more than 30 inches above the floor or grade below at any
point within 36 inches horizontally to the edge of the open side. (IRC 312.1.1) refer to Figure 1
for major requirements.
❑ Guards shall be structurally designed to comply with IRC Table R301.5 (i.e., designed for a
200-pound load in any direction along the top and a 50-pound point load elsewhere). See
footnote h for glazing used in handrail assemblies and guards.
❑ For glass in guards or guards or railings, including structural baluster panels and nonstructural
in -fill panels, they shall be considered to be a hazardous location. (IRC R308.4.4).
Guards in lofts with ceiling heights of 7 feet or less guards shall not be less than 36 inches in
height or one-half of the clear height from the loft floor to the loft ceiling, whichever is less. See
IRC 333 to determine if the space qualifies as a loft.
September 18, 2024 MyBuildingPermit.com I Residential Handrails
,CityGov.net
2006 r eCltyGovAgiance