RESUB 1-Architectural_PlanNORTH
1 EX SING DECK (shown dashed.)
2 24X60" WINDOW — 24" ABOVE DECK
60X24" Window 59" above deck
4 RAILING 1-1/2"SS PPE
OR TUBE WITH MINIMUM
1/8" SS WIRE ROPE
ON 3" CENTERS
5 Decking — TREX 1 99X699
or equivalent
6 Joists on north 24' of deck
attached to 2"XB" with joist
hangers with galvanized
screws.
O Joists on South 28'
supported by existing beam
and bolted to existing joists
gO Ledger flashing top and
bottom of Ledger
g All footings — 1899X1899X12"
Footings are ocated with the
highest side at or below the lowest
point of ground
PRIOR TO ANY WORK TO BE DONE.
PLEASE CALL IN FOR PRE
CONSTRUCTION INSPECTION WHICH CAN
BE FOUND ON THE INSPECTION CARD
FROM THE CITY OF EDMONDS
10 All joists — 299X8
99 on max 16" Centers
Support beam under joists — 4"X1099
11 Below grade because of stump remova
12 8" cement posts
1 Knee braces attached with 5/899 X 699
Galvanized Lag screws to Posts and
Support beam
14 Railing support brackets attached with
3/81
' Stainless Steel Bolts and Lag
Screws
(j3 Lateral bracing will be 2"X8"s nailed
between joists above the 4"X10" support
beam filling the space.
16 2X8's Nailed to joists above 4X10
support beam — alternating front
and back for lateral bracing
91
(4)
28'
II—Il 7 _T T T F F Fll
� II II II II II II II II II II II II
See Detail
20.
Sheet for detail fisted 17,18,19 and
17 Detail of connection
of rai
ing brackets
to
deck
a — front view with
four
3/8"
SS connectors
b side view when bolts can be
used on
the
299X899 facing.
Using
3/8"
X 2-1
/2" SS
Hex
head bolts
c — side view
when
joist
is in
line with
bracket ho es.
Using
3/899
X 6"
SS Lag
bolts
01
4'' X 4..
All lumber pressure treated posts
All posts connected to support
beam with 2"X nailed to both
sides
All cement
rebar
entities reinforced with 3/899
Property
Owner:
DALE
LANE
Property
Address:
9110
0
YMP
C VIEW
DRIVE
Proposed deck with stairs and
sq feet
Lot area = 12,020 sq feet
House 2421 sq feet
Scale 1 /499 1 9
andings = 410
Detail of connection between
Joists. Both joists sitting on
support beam Joined
together with minimum 4
3/899 X 3 1/2" Galvanized
th rou gh bo is with nuts and
\^✓ash ers. Min im u m 2" from
in y edge.
-:.ltcll
of
ledger
attaching deck to
Du se.
flashing
above screwed through
ding,
flashing
below attah ed before
dger
is
lag bolted to studs with 1
/2"
4" ga
vanized
lag bolts to studs.
fiery
16"
maximum
Detail of footing and column
(single pour) 8 vertical rebar
connecting footing to column
with rings of rebar every 4"
for the height of column.
Simpson Strong —Tie post
bracket or equal (typ.)
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Stair Rise = 7 5/899
Run = 12"
Stairs faced with 1 "X699
decking
City Of Edmonds
Building Department
Work DECK -EXTEND EXISTING
Address 9110 OLYMPIC VIEW DRIVE
Owner DALE LANE
Approved Date 8 / 11 / 2 0 21
Building Official
Permit Number BLD2021-0580
RESUB
Aug 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RESUB
Aug 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXTERIOR SHEATHING
EXISTING STUD WALL
EXISTING 2x BAND JOIST
OR ENGINEERED RIM BOARD
2- MIN.
1 5!i" MIN.
J
iw MAX.
2- MINT
Q FLOOR FRAMING A 0ca C
O d
e p o
EXISTING o v o
FOUNDATION WALL v R n Q
DECK JOIST
LAG SCREWS OR BOLTS
JOIST HANGER
Ledger Section View
(NTS)
5'
2" MIN
LEDGER
LAG SCREW OR BOLT
STAGGER FASTENERS
IN 2 ROWS
5.5' MIN. FOR 2 X 8'
6.5' MIN. FOR 2 X 10
7.5' MIN. FOR 2 X 12
314" MIN.
'DISTANCE SHALL BE PERMITTED TO
BE REDUCED TO 4.5' IF LAG SCREWS
ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TOATTACH 2 X 8 LEDGERS TO 2 X 8
BAND JOISTS.
Ledger Front View (NTS)
The image below is the style of railing I intend to install. However I am still working on the
method. I hope to either build it myself or with friends. If however I can't get the quality I
require, I will hire it out to a professional company.