APPROVED REV1 BLD2022-1277+FULL ARCH_Plan+4.20.2023_9.08.22_AM+3494324International Building
Gode/2018
International Residential
°
Z
Rankin Residence
Gode12018
8005 181 St. P I. SN
PACIFIC VETERANS CONTRACTING
� rn
w
rn
Edmonds, Y�A g8026
�
rn
Plans Provided By:
Sean Griffith
Deck Design Specialist
303-882-1676
17'-6"
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 DOUG 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 DECKING
-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:
4/1 q/2023
SCALE:
DECK PLAN
A-2
TABLE R507.5
MAXIMUM DECK BEAM SPAN - 60 PSF LIVE LOAD or 70 PSF GROUND SNOW LOAD`
BEAM SPECIESd
BEAM SIZEe
Deck Joist Span','
(feet)
6
8
10
12
1 14
16
18
MAXIMUM BEAM SPANab.f
(feet -inches)
Douglas fir -larch$, Hem -firs.
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
1 5-8
5-0
4-6
4-1
3-10
3-7
2-2x6
5-2
4-6
4-0
3-5
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
ALLOWABLEJOIST SPAN','
MAXIMUM CANTILEVEI
(feet -inches)
(feet -inches)
LOAD'
(psf)
JOIST SPECIES'
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
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
2x8
9-8
8-10
7-4
1-0
1-6
1-11
NP
NP
NP
I NP
I 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
2x8 Ledger with (2)
LedgerLok's @12" o.c. (Typ)
Provide DTT2Z Lateral Load
Device 24" max. From End of Deck
13" Overhang (Typ-Both Ends) Gonc. Piers 30" min. Depth (Typ)
2x10 Ledger with 2
Ledgel-Lok's @12" o.c. (Typ) H2.5Z (Typ)
(3) 2xb's Dropped
6-1 1 /
LUG26Z (Typ)
20" 2
\ 5olid 2x8 Blocking
@ Dropped Beam
2x10 Joists @ 12" o.c. 2x8 Joists @ 12" o.c.
)^1/ LU521 OZ @ Ea. End K LU528Z @ Ea. End
ry II II II II
F
Simpson 166 Strapping Under Joists 24" Beam Overhang
.4 N_— \ or Otherwise Approved 5way Bracing
LUG28Z (Typ) 32" Joist Overhang H—L
I
"I) 2x12's Dropped
6x6 Deck Post w/ ABA66Z Base &
16" Beam Overhang (2) AG6Z or (2) LGE4Z Gap (Typ)
T 'I J fli W I 1 11 III -A 11 11 11 11
20„ 20„
I II II II II I II
6'-10 51b-` U.- 10 5/6"= _?' 10 5/8" b'-10 5/6"-L=
DECK STRUCTURAL PLAN
TABLE R507.3.1
MINIMUM FOOTING SIZE FOR DECKS
SOIL BEARING CAPACITYa. c. d
LIVE OR
1500 psf
2000 psf
>_ 3000 psf
GROUND
SNOW
TRIBUTARY
AREAc
Side of
Diameter
Side of
Diameter
Side of
Diameter
LOAD'
(sq.ft.)
a
of
Thickness[
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
1 35
40
15
30
34
1 12
25
28
9
I
FIGURE R607.9.2i1) DECK ATTACHMENT FOR LATERAL LOADS
NOTE;
Pink Highlights Indicate 11/30/2022
Plan Additions & Revisions
NOTE;
Yellow Highlights Indicate 11/10/2022 (Ill
Plan Additions & Revisions
NOTE; I
Green Highlights Indicate 4/3/2023
Plan Additions & Revisions
DEGK DE51CvN GRITERIA:
DESIGN BASED ON 2018 WASHINGTON STATE (IRC)
SECTION R50"1 DECK5
-Deck Designed to IRC 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 DECKING PRODUCTS TO BE IN5TALLED TO MFR 5PEG5
-ALL RAILING PRODUCTS TO BE INSTALLED TO MFR 5PEG5
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH IRC 2015
a--r
75
3� U)�
V
73:L2Ni
C5 O
° E 73
•� Cl?
v
V ! Ck Q
�
�
Q
C
Z
b
Jd
V
Cn
Z
o`er
W
�
�
c�
o
oS
a
o`erCl,
73
73
V I
� O �
DATE:
4/19/2023
SCALE:
DECK PLAN
A-3
F
Ell
PE I
A a 0 1 L
o73
Llo
L n
UPPER GRADE N +(4)+ lL
PAVER PATIO ON GRADE Q
ry
UNDER DECK WATER GUTTER SYSTEM
EXISTING RR -TIE
DRAINAGE 5Y5TEM DOWNSPOUT
TIME W/ 5" GUTTER
RETAINING WALL
5PLA5H BLOCK c I
Z Jd
LOWER GRADE
J
cm
J
Z �y
�II
NORTH ELEVATION
00
~W
W
V
LL
2
V � O
W
1NL r
73
Y'
Q E
CII 75
UNDER DECK WATER UNDER DECK WATER Lu
DRAINAGE 5Y5TEM DRAINAGE 5Y-TEM
M 5" GUTTER WI 5" GUTTER
DATE:
4/19/2025
SCALE:
1NE5T ELEVATION EA5T ELEVATION 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 VtALL 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
Coo �o
Q1
CM
J�
C=
�
z
J
L7
�J
4—
L7 �Z
4
v
.n
W
W
�
0 O
t6
LU
DATE:
4/1 q/2023
SCALE:
NOT TO SCALE
DETAILS
A-5
136.5'
� t
-wNATURAL GAS--_1 __________-___________ N
�, --- - � ' o
---------------------------------------------------------------- ------------------------------------
SETBACK
10' I� II�II�I1IIII
1—�
in 0.71
1 O 0o iii �'� o iii��
0
W/M w WATER MAIN-...- N cri
W
bhp o
�? mom o
zCn
�� n o
00 m m o =
25'
m
z
SETBACK
--------------------
-
I
1 136.5'
6
m
I z
rn
m
A �
1 O W
2
I O
T
I
I
•--------L------80thAve. W-----------------
PROPERTY OWNER Bill Rankin
PROPERTY ADDRESS 8005 181st Place SW, Edmonds WA
ZONE RS-10
LOT TOTAL SQ FOOTAGE = 12,555 SQ FT
HOUSE SQ FOOTAGE = 2,241
IMPERVIOUS STRUCTURAL LOT COVERAGE = 303 SQ FT
PERVIOUS STRUCTURAL LOT COVERAGE = 227 SQ FT
PAVER PATIO W/ STAIRS SQ FOOTAGE = 324 SQ FT
DRIVEWAY SQ FOOTAGE = 800 SQ FT
TOTAL = 3,895 SQ FT
LOT PERCENTAGE = 32%G
w
110
International Building
Gode12015
International Residential
Rankin Residence
Gode12018
8005 1 a 1 St. I'll. 5N
PACIFIC VETERANS CONTRACTING
O
w
..p
Edmonds, VGA g8026
Z
oFsjCN�U7�o.RF
PlansdBy:
�p�`o�M����P�
Sean Griffith
Deck Design Specialist
r
303-882-1676