APPROVED ENG BLD RESUB1 BLD2024-0169+Architectural_Plan+3.22.2024_4.17.42_PM+4152612ROOF OVERHANG
RAILING
COMP051T
DECK LEVEL
1314" X4"
2"X10" PT \
JOISTS 16" OC -
4"XI2" PT BEAM
PO5T CAP
-
51MP50N ACZAC55
4"X6" PT PO5T5
HOUSE WALL ---
GROUND LEVEL
CEMENT FOOTING
20"X20"XI2"
GREEN SPACES
LAN IDSCAPI N G
51DE ELEVATION
IOU
12'
PAGE 1 OF 5
Applicant shall repair/replace all
RESPONSIBLE FOR LOCATING
utilitiesor frontage
damagOWNER/CONTRACTOR
i provemenls in City right-of-way
improvements
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
per city standards that is caused or
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
occurs daring the permitted project.
ENGINEERING DIVISION
OWNER/CONTRACTOR IS RESPONSIBLE FOR
APPROVED AS NOTED
EROSION CONTROL AND DRAINAGE
w0ss enz 04/09/2024
Deck Elevations
Scale 114" = 1' FRONT ELEVATION
ROOF OVERHANG
SW HOUSE CORNER
KITCHEN 1a HOUSE SLIDING
WINDOW 2'X3' DOOR 92"XSm"
54"
■ —11i 4, i
1 —
RAILING
2"Xlm" PT
JOISTS 16" OC��-
�— — — - COMPO5IT
I 4"XI2" PT BEAM ' DECK LEVEL
4"X6" GROSS 1314"X4"
" SUPPORT
T 7.4. 18 7' 7.4" 16,
WINDOW 2'X3'
HOUSE SLIDING
a 4"X6" PT POSTS DOOR 62"X8m"
7. ' 75'
GROUND LEVEL
APPROVED Owner:
PLANS MUST BE Address:
Deck Elevations ON JOB SITE •
City Of Edmonds Zone:
Building Department Parcel ID:
WorkDECK
Address':223 93RD PL W
Owner'-----------EWDER--------__-
----_-_-_------------------
_-----
Approved Date _ _ _ _ _ _ 4/1/2024 -
Building Official /107L0'Vti.{LpT7i�+Q(('/�L
Permit Number: BLD2024-0_'l69- _
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
CEMENT FOOTING
20"X20"XI2"
Natalie Snyder
22300 93rd PL W.
RS-8
00544300000401
Deck lateral load connect
as per section R507,
f R507.6.2, and R507.9.2
L- - - - - - - - - - - - -
RESUB
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Typical Deck
Ledger —
See Oetar 1 for Wdger
connec" I options
Joist --__--__--_
Decking
Venly span ratings of
proposed aedrn0
Joist Overhang
74' %wrrun,
Joist Hanger --\\\
sy �
y
Joist Spacing F
See span table and )
rooerrq sc4wou6e.
Post
4x4 rTMn up to 8' 0' nepnt
SxG mn up to 10' 0' heigrN
Non -corrosive metal
posti'beam connector
Continuous solid blocking
between joists
Beam Overhang
Prepared By:
Bruce Sarvis
Green Spaces Landscaping
7822 1781h PI NE
Redmond, WA 98052
206-863-1795
Note: Guardi
required whe
walking sulfa.,%, ,
than 30" above grade.
PAGE2OF5
------------------
Deck lateral load connect as
per section R507, R507.6.2,
' and R507.9.2 I
Set—,Paga C).---
for-6ed r—
Atta hooea"
Joist Span
See 6W table
Beam
See span table
Footing
See span table afd
footing schedule
M
Span Table and Footing Schedule for Decks
SQar6 and bbngs assure the manmym A* 1Xhe'P_• usng Hem-4103jg Fr Na. 2 ,x be. s tramirg iumb^,
Table jscs TO TI kadinq 110 p4 dead lx d - 60 psl We taadl and 20M psI. soil beafrc res&re
R
CIT
deigned
SUB
25 2024
/FI
OPMFNT SFRVICFS
Joist
Max. Joist
Girder Beam We and Max. Span Between Support Posts ! Footing
DEPARTMENT
Deck Construction Details
Owner: Natalie Snyder
Address: 22300 93rd PI W.
Edmonds WA 98050
Parcel: 00544300000401
Deck Ledger Connection to Band Joist a, b
(Reference IRC Table R507.2 - Deck live load = 60 psf. deck dead load = 10 psf; snow load :- 40 psf)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.
Joist Span
6' and less
61" to 8'
811" to 10'
101" to 12'
121" to 14'
14'1" to 16'
16'1" to 18'
Connection Details
On -center spacing of fasteners
'/1 inch diameter lag screw with
1/1 inch maximum sheathing c.d
22
16
13
11
9
8
7
'/z inch diameter bolt with '/2 inch
30
22
18
15
13
11
10
maximum sheathing d
'/z inch diameter bolt with 1 inch
maximum sheathing e
26
19
16
13
11
10
9
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b. Snow load shall not be assumed to act concurrently with live load.
C. The tip of the lag screw shall fully extend beyond the inside face of the bandjoist.
d. Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up
to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to'/z-inch of allowable sheathing
thickness where combined with wood structural panel or lumber sheathing.
Post to Beam Connection w/ Knee Brace
(Knee braces are required on posts greater than 4 feet in height.)
Or 113 the height of the post
whichever is greater
Corrosion resistant,
metal column cap.
Follow manufacturer's
installation instructions.
C
E
N
Alternate Knee Brace Detail
2x4 knee brace face nailed ea. side of
post and beam with 4-16d nails at each
face and connection
Prepared By Bruce Sarvis
Green Spaces Landscaping
7822 1781h PI NE
Redmond, WA 98052
206-863-1795
PAGE 3OF5
Beam splices must occur
over posts Yenth 1.112" min_ beanng
Girder beam
4 x 4 knee brace
(1) 3/8" diameter thru-bolt or 1i2 "
lag screws with washers, top & bottom
(typical)
Pressure treated
wood post
DETAIL 1
Placement of Lag Screws and Bolts in Ledgers
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
EXTERIOR SHEATHING
EXISTING STUD WALL
EXISTING 2x BAND JOIST —
OR ENGINEERED RIM BOARD
2" MIN.
1 sla" MIN.
5" MAX-
2" MIN.
FLOOR FRAMING O �00 oc
O0
O p 0 0
c o 0
EXISTING o 0 0� o
FOUNDATION WALL A
5"
Lt U-L_ K
CITY OF EDMONDS
DEVELOPMENT SERVICES
D PARTMENT
For SI: 1 inch = 25. mm.
Deck Construction Details
DECK JOIST
LAG SCREWS OR BOLTS
JOIST HANGER
STAGGER FASTENERS
IN 2 ROWS
'MIN- FOR 2 X B' 'DISTANCE SHALL BE PERMITTED TO
'MIN, FOR 2 X 10 OC REDUCED TO4.5' IF LAG SCREWS
'MIN_ FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO TMAI OF LAG SCREWS
TO ATTACH 2 X 8 LEDGERS TO 2 X 8
BAND JOISTS.
MIN
Owner: Natalie Snyder
Address: 22300 93rd PI W.
Edmonds WA 98050
Parcel: 00544300000401
6-0" max. spacing
I
- 2 5/8" diameter
through -bolts
and washers
DETAIL 2
Prepared By
Bruce Sarvis
3111111111111111113 c
------------------
! Deck lateral load connect as
RAILING DETAILS I per section R507, R507.6.2,
and R507.9.2 ! Typical Deck Section
I I
-- — - — - — - — - — - — - — - —- 36'minimurnhigh guard
Existing ou+latnq mth intefinedtate rails
2x2 Baluster, typical spaced so that a sphere
2x6 or 5/4 board ail cap: attach Flashing 3 4' in diameter cannot
to guard post with (3) #12 by 3" �eedetail t page A- pass through (See Tip
long screws or (3) 16d threaded for ledger attachment Sheet 3)
nails with 0.148 nominal
diameter
2x4 top and bottom: attach to
guard post with (2) 8d threaded
nails or (2) #8 wood screws
>_ 2 1/2" long on inside face
4x4 guard post, typical
nn Alnt Nr%trh
I2 x 8 nominal rim or outside
joist, minimum
Openings shall 1 Attach balusters at top and bottom with
not allow the (1) #8 wood screw or (2) 8d post -frame
passage of a 4" threated nails with 0.135 nominal
diameter sphere diameter
Guardrail Attachment
(Guardrails are required when the deck is more than 30 inches above grade.)
18' � 4x4 min. post
,mx A I I CLD 6'0" o.c. mex., Typ
I I i I
16'
max
I
B
/a O.D. ga vanited no t
or threaded rod w
1 nuts & washers
y 2 t =1i
. min and 5' max
2x8 min. deck
joists & rims
Min.1800#
tension device
5/a" O.D. galvanized boll
or threaded rod w/
nuts & washers
P'mir
2, }P min and 5' max
Use above details for guard connections or provide engineered
design that shows Guards can resist a single concentrated load
of 200 U25 applied in any direction at any point along the top and
have attachment devices and supporting structure to transfer this
load to appropriate structural elements of the building per IBC
sec 1607.7.1.1
Green Spaces Landscaping
7822 178th PI NE
Redmond, WA 98052
206-863-1795
PAGE 4 OF 5
F 7mir
Section A
2x8 min. blocking
IF 2'min
W f
Nlin. 1800# tension straps '�,i
Section B
/1
option
f
Decking
Note:
Contractor to field verity
adequacy of solid lumber
for ledger connectwn
RESU6
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Deck Construction Details
See detail 2
page 4 for guardrail
post connection
1 Secure ballusters
I wills ( 1) Kad WLXXJ
/ screw top & bollom
Y4' spacing \
recommended
for drainage Knee braces are
required of distance
from grade to top of
post exceeds 48'.
See detail on page 3.
If an exd or egress from the
emst,nj bui{ding passes
u. iiu r t ra JMA, ur Of
W Wumnl
there is an existing patio
4x4 posts min. w.f
under the proposed deck.
8%0' max height
6'-W minimum clearance
and 6x6
must be maintained Please
for 8'-0" to
indicate openings in existing
10'-O'max height
wall In elevabon v►ew.
Manufactured post
base with 1 " standoff
3,000 psi concrete
(no special
inspection required)
Finished grade
(2) 04 ea way. 3"
•� clear to bottom of
footing. Footing
to gear on
undisturbed
earth
Owner: Natalie Snyder
Address: 22300 93rd PI W.
Edmonds WA 98050
Parcel: 00544300000401
FOUNDATIONTOOTING DETAIL
Use Pre -manufactured
post base with cast -in -
place anchor Simpson-
CBSQHDG
Grade level
Existing soil
2 sets of 3/8" Rebar
reiforcement
in two directions
Prepared Bruce Sarvis
Green Spaces Landscaping
7822 178th PI NE
Redmond, WA 98052
206-863-1795 PAGE 5 OF 5
Presure treated post of
_-- specified size
I
RESUB
Mar 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Deck Construction Details
Cement footing
2011x 20" x 12"
Owner: Natalie Snyder
Address: 22300 93rd PI W.
Edmonds WA 98050
Parcel: 00544300000401