SEE REV1 APPROVED RESUB 2+Deck Plan+12.5.2022_7.38.33_PM+3253525ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
RESUB
Dec 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
II RA
Hardware and;f steners in contact with
preservative-tF4 ted wood shall be of
hot -dipped zinc galvanized steel,
stainless steel, silicon bronze or copper.
In the absence of manufacturer's I
recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or
equivalent, shall be used.
IRC R317.3.1 IBC 2304.10.5.1 i
.....................
APPROVED
NKIN DEGK PLAN
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work L DECK
Address --------- g005181STPLSW---
----------
Owner RANKIN
Approved Date; 12/f212022
Building Official ff Ci CL�1^fPX
Permit Number_ _ _ _ _ _ _ _ BLD2022-1277
7
to
v r-
73 � t—
Q) 1
737FZ .L
' V
o73
oo
�
�
A
C
Z
Jd
J
Z
�y
V
yy
Z
O0
W
tZ
�
O
i
C3
v�o
73
�o
0
c�
75
w
DATE:
12/1 /2022
SCALE:
NO SCALE
OVERVIEV�
A-1
17'-6"
RESUB
Dec 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PERVIOUS
AREA OF DECK
221 5a FT
16'
MAIN LEVEL DECK
530 SO FT
33'-6"
IMPERVIOUS
AREA OF DECK
303 SO FT
MAIN LEVEL FLOOR PLAN
2'-q"
DECK DE516N FEATURES:
-3000 P51 CONCRETE PIERS
-6x6 DOU6 FIR #2 PRE55URE TREATED DECK P05T5
-KILN DRIED SOUTHERN YELLOW PINE #2 PRESSURE TREATED LUMBER
-51MP50N 5TRON6 TIE HARDWARE
-ICE & WATER SHIELD DECK FRAME PROTECTION
-TIMBERTEGH / AZEG GAPPED GOMP051TE DEGKIN6
-TIMBERTEGH / AZEG GAPPED GOMP051TE FA5GIA
-METAL GABLE RAILING 5Y5TEM
-IIIIIIIIIIII—III=
�IIIIIIIIIIIII
�IIIIIIIIIIIIIIIIIIIIIIIIIII�
-III—III—PAVER PATIO =
III 24q SOFT -
�IIIIIIIIIIIIIIIIIIIIIIII�
-IIIIIIIIIIIII 1I-
II I IIIIIIIIIII
=III III III III �11=
do
DOWNSPOUT
WITH ELBOW
SPLASH BLOCK
NOTE;
Yellow Highlights Indicate 11/10/2022
Plan Additions & Revisions
HAR05CAPE
5TEP5
UP
I I I-
I I =
PAVER
LANDING
24 SO FT
6'
a
I-
(a
V O
N N
� 0 O
DATE:
12/1 /2022
SCALE:
DECK PLAN
TABLE R507.5
MAXIMUM DECK BEAM SPAN -60 PSF LIVE LOAD or 70 PSF GROUND SNOW LOADc
BEAM SPECIESd
BEAM SIZEe
Deck Joist Span'''
(feet)
6
8
10
12
14
16
18
MAXIMUM BEAM SPANa,b,f
(feet -inches)
Douglas fir -larch$, Hem-firg.
Spruce -pine -firs
1-2x6
3-5
2-10
2-5
2-2
2-0
1-10
1-9
1-2x8
4-7
3-8
3-2
2-10
2-7
2-5
2-4
1-2x10
5-8
4-9
4-1
3-8
3-4
3-1
2-11
1-2x12
6-7
5-8
5-0
4-6
4-1
3-10
3-7
2-2x6
5-2
4-6
4-0
3-S
3-1
2-10
2-7
2-2x8
6-11
6-0
5-3
4-7
4-1
3-8
3-5
2-2x10
8-5
7-4
6-6
5-10
5-2
4-9
4-5
2-2x12
9-10
8-6
7-7
6-11
6-4
5-9
5-4
3-2x6
6-6
5-7
5-0
4-7
4-2
3-9
3-5
3-2x8
8-8
7-6
6-8
6-1
5-6
5-0
4-7
3-2x10
10-7
9-2
8-2
7-6
6-11
6-4
5-10
3-2x12
12-4
10-8
9-7
8-9
8-1
7-7
7-1
Provide DTT2Z Lateral Load Device 24"
max. From End of Deck
TABLE R507.6
MAXIMUM DECKJOIST SPANS
ALLOWABLE J DIST SPAN b.c
MAXIMUM CANTILEVERf'9
(feet -inches)
(feet -inches)
LOAD'
(psf)
JOIST SPECIESb
JOIST
SIZE
Lois[ Spacing
(inches)
AdjacentJoist Back Spang
(feet)
12
16
24
4
6
8
10
12
14
16
18
2x6
7-11
7-1
5-9
1-0
1-6
NP
NP
NP
NP
NP
NP
Douglas fir-larche,
2x8
10-5
9-5
7-8
1-0
1-6
2-0
2.1
NP
NP
NP
NP
Hem -fire,
2x10
13-3
11-6
9-5
1-0
1-6
2-0
2-6
2-8
NP
NP
NP
60 Live Load
or
Spruce -pine -fire
2x12
15-5
13-4
1 10-11
1-0
1-6
2-0
1 2-6
3-0
3-3
NP
NP
70 Ground
Snow Load
Redwoodf,
2x6
7-4
6-8
5-10
1-0
1-4
NP
NP
NP
NP
NP
NP
2xg
9-8
8-10
7-4
1-0
1-6
1-11
NP
NP
NP
NP
NP
Western Cedarsf
Ponderosa Pinef,
2x10
12-4
11-0
9-0
1-0
1-6
2-0
2-6
2-6
NP
NP
NP
Red Pinef
2x12
14-9
12-9
10-5
1-0
1-6
2-0
2-6
3-0
3-0
NP
NP
Ledger with (2)
aerl-ok's 012" o.c.
3" Overhang (Typ-Both Ends)
2" o.c.
Provide DTT2Z Lateral Load
Device 24" max. From End of Deck
Conc. Piers 50" min. Depth
H2.5Z (Typ)
(3) 2x8's Dropped
LUG28Z (Typ) / 20 II II 26
6-11/2' 6-1 1 /2"
N V 11 11 II II
Solid 2x8 Blocking
/ @ Dropped Beam
2x10 Joists @ 12" O.C. 2x8 Joists @ 12" o.c.
IN LU5210Z @ Ea. End W/ LU525Z @ Ea. End
II II II II
Simpson 166 Strapping Under Joists 12" Beam Overhang
/ \ or Otherwise Approved Sway Bracing
LUG28Z (Typ)
/ I I I I i bxb Deck Post w/ ABA66Z Base &
6" Beam Overhang \ 3) 2x12's Flush (2) AGbZ or (2) LGE4Z Gap (Typ)11
11114-1
TABLE RS07.3.1
MINIMUM FOOTING SIZE FOR DECKS
SOIL BEARING CAPACITY" c d
LIVE OR
1500 psf
2000 psf
> 3000 psf
GROUND
SNOW
TRIBUTARY
AREAc
Side of
Diameter
Side of
Diameter
Side of
Diameter
LOADb
(sq.ft.)
a
of
Thicknessf
a
of
Thicknessf
a
of
Thicknessf
(Psf)
square
around
(inches)
square
around
(inches)
square
around
(inches)
footing
footing
footing
footing
footing
footing
(inches)
(inches)
(inches)
(inches)
(inches)
(inches)
5
7
8
6
7
8
6
7
8
6
20
12
14
6
11
13
6
9
10
6
40
18
20
6
15
17
6
12
14
6
60 Live
or 70
60
21
24
8
19
21
6
15
17
6
Ground
80
25
28
9
21
24
8
18
20
6
Snow
Load
100
28
31
11
24
27
9
20
22
7
120
30
34
12
26
30
10
21
24
8
140
33
37
13
28
32
11
23
26
9
160
35
40
15
30
34
12
25
28
9
-1 16 , -120' 20'1 20"
yam-1,-10 5/8" — \ —1'-10 5/8" — �, — 7'-10 5/8" — �S — 7'-10 5/8" —
DECK STRUCTURAL PLAIN
FIGURE R607.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
RESUB
Dec 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTE;
Pink Highlights Indicate 11/30/2022
Plan Additions & Revisions
NOTE;
Yellow Highlights Indicate 11/10/2022
Plan Additions & Revisions
DESIGN BASED ON 2018 WASHINGTON STATE (IRC)
SECTION R50"1 DECKS
-Deck Designed to IRO 2018
-Deck Live Load = 60 psf
-Deck Dead Load = 12 psf
-Ground Snow Load = 25 psf
-Roof Snow Load = 25 psf
-Wind Speed 110 MPH. V,ult Exposure B
-Assumed Soil Bearing Capacity - 1500 psf
-ALL FRAMING TO BE #2 OR BETTER 5YP
-ALL FRAMING HARDWARE TO BE 51MP50N ZMAX
-ALL DECKNG PRODUCTS TO BE INSTALLED TO MFR SPECS
-ALL RAILING PRODUCTS TO BE INSTALLED TO MFR SPECS
a--r
75
•3� U)�
V
Qj cp
�./� Qj
W O V O
-0 =
° E 73
•(l)
-- °vv
V! Q
�
�
Q
CM
Z
b
Jd
C
Cn
Z
O�
~W
�
�
c-
o
�S
E�
a
o`er
73
V
� O �
NN�
1L � 73
DATE:
12/1 /2022
SCALE:
DECK PLAN
A-3
RESUB
Dec 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1NE5T ELEVATION
NORTH ELEVATION
EAST ELEVATION
75
v�
73 L2 r-
Q) l
73 .L
' V
73
�
�
A
C
Z
Jd
J
J
V
Z
o`er
~W
W
V
L.L
2
Qa
o�
V ,n
V I
W
1NL r
T— 73
O
73
LU
DATE:
12/1 /2022
SCALE:
3/ 16"=1 '
DECK PLAN
A-4
LAP 51DING WALL 5TRUGTURE
bXb Post —'
EAM
WOOD 5HI 4"X4" CONTINUOUS
EXTERIOR FLASHING
ABAbbZ w/ 5/5"x b" Conc. Anchor Bolt
2"
Grade o (2) AGbZ OR LGE4Z 2x FLOOR
(25/@8"12" oo.c jRLOK'S
JOISTS
2"
D TREATED
LEDGER
30"
° bXb post CAULKING YtALL STRUCTURE
0
1 See Page A-3 For Pier
1 Io��Diameter Sizing
DECK PIER DETAIL
LAP 510ING kJALL STRUCTURE
4"X4" EXTERIOR FLASHING
2" min.
3 5/5" Ledgeri-ok's
Top @ 12" o.c. `j` 1 5/b" min. 2x FLOOR ,
S.,max. J015T5
3 5/5" Ledgeri-ok's OR 1/2" x 5" Conc. 2" min.
Anchor Bolts Bottom @ 12" o.c.
TREATED
LEDGER FDN STEM YVALL
CAULKING
ALT. LEDGER DETAIL
Metal Rail
Post
(4) 3 5/6"
LedgerLok'!
bxb deck pc
GABLE RAILING DETAIL
POST TO BEAM DETAIL
DECK RIM BEAM RUN-11"
A EQUALLY SPAGED RISERS
\\ 1 A 4" MIN. - l 3/4" MAX.
SIMP50N 5T18Z STRAP
2 x 12 STRINGER \\
STAIR DETAIL
3" Construction Toe
2xb Sleeper W/ 5crews @ Ea. 5tringer
Notched 5tringers
Pavers
6" Conc. Landing
(1) 3" Concrete Screw @
Ea. End & 12" o.c. Between
5tair Landing Detail (Conc.)
1 114
LEDGER DETAIL
�1I N.
Graspable Handrail
34"-3b" From Nose of Stair Tread
STAIR HANDRAIL DETAIL
RESUB
Dec 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Coo �o
��lfi�
M Q
Q1
CM
J�
C=
�
z
LAJ
J
L7 �J
4—
L7 �Z
4
v
.n Q)
W
W
�
0 O
t6
LU
DATE:
12/1 /2022
SCALE:
NOT TO SCALE
DETAILS
A-5