REV1 APPROVED PLN BLD BLD2024-1225+Architectural_Plan+10.14.2024_9.22.35_AM+4557180ELEVATION 3
E;_i
MAIM FLOOR PLAN
56ALE 1 /411 = 1'
APPROVED BY PLANNING
Oct 1 E` 2024
REVISIONS
REV1 10/15/2024 ADDED ROOF COVERING OVER REBUILT DECK
REV2
REV3
REW
REV5
HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED
WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
MANUFACTURER'S 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
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
REVISED PLAN APPROVED
CITY OF EDMONDS BUI DING DIVISION
BUILDING OF ICIAL
Oct 15 2024
APPROVED DATE
BLD2024-1225
REVISION
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2021 IRO 5 E OT I O N R50"1. 3.2
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10/14/2024
SCALE:
SHEET:
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DECK FRAMING:
24" X 24" 5QUARE CONCRETE FOOTING5 24" DEEP BELOW GRADE
GB66 P05T BA5E EMBEDED INTO CONCRETE FOOTING
6 X 6 PT P05T 5 TO RUN THROUGH DECK FRAMING TO 6 X 12 PT BEAM
6 X 12 PT BEAM TO BE CARRIED BY 6 X 12 GALV HANGER / REVER5E FLANGE
2 X 10 PT J015T @ 12" O/C, TYP.
2 X 10 PT LEDGER @ HOUSE
FLA5HIN6 UNDER 510IN6 / OVER LEDGER
DECK FRAMING PLAN SCALE 1/4" = 1'
EAST ELEVATION SCALE 1 /4" = 1'
BLD2024-1225
REVISION
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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�MyBui [di ngPermit.com
a service of eCityGov.net Construction Tip Sheet 05
Basic Deck
This tip sheet reflects code requirements of the 2018 International Residential Code (IRC) with
Washington State Amendments.
Typical Deck
This document provides building code information applicable to prescriptive residential wood
deck design. You may need to hire a licensed architect or engineer to design a deck where any of
the following conditions apply:
• The deck serves other than a one- or two-family dwelling building
• The deck design includes more than one level
• The deck will support a hot tub, spa or other heavy object, including heavy deck covering (such
as pavers)
• The walking surface is more than 14 feet above grade
• The deck ledger is attached to house overhangs, bay windows, bricks, stone, or concrete block
• The deck is bearing on ground with a slope greater than 1 foot horizontal for every 1 foot
vertical
• The deck is self-supporting (not attached to an exterior wall)
J
Decking
Venty span ratings of
proposed docking.
Joist Overhang
24' maximum
Ledger
See Detail 1 for ledger
connection options.
Joist Hanger
Joist Spacing F '�
See span table and ` J
tooling schedule. P
/ T,
Post
4x4 min up to 8'-0' height
34 mm, up to 10'-0' height
Non -corrosive metal
post/beam connector
Continuous solid blocking
between joists
Beam Overhang
24" maximum
January 14, 2022
See Page 6
'<<for Ledger
��Attachment
f
Joist Span
S" span table
i
Beam
Note: Guards are See span table
required when the deck
walking surface is more Footing
than 30" above fade. See span table and
g rooting schedule.
MyBuildingPermit.com I Basic Deck
�MyBui ldi ngPermit.com
a service of eCityGov.net
e0tyGov.net
2005 � eCIIVI O lliance
Construction Tip Sheet 05
When using the tables below, interpolation is allowed, extrapolation is not allowed.
Sizing of Structural Elements
Maximum Deck Joist Span a,c
Joist
Joist Spacing b
inches
Joist Back Span
Size
12
1 16
1 24
4
6
8
10
1 12
14
16
18
Allowable
Joist Span
Maximum
Cantilever feet -inches Adjacent Joist Span feet
2x6
7-11
7-1
5-9
1-0
1-6
NP
NP
NP
NP
NP
NP
2x8
9-5
7-8
1-0
1-6
2-0
NP
NP
NP
NP
2x10
13-3
1-6
9-5
1-0
1-6
2-0
2-6
2-8
NP
NP
NP
2x12
1 -5
13-4
10-11
1-0
1-6
2-0
-
3-0
3-3
NP
NP
a. Includes Incising Factor.
b. When using composite decking, refer to manufacturer's installation instructions for
maximum spacing of joists.
c. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service
factor.
Minimum Beam Size
Deck Joist Span feet
6
8
10
12
1 14
16
18
Beam
Size c,d,e
Maximum Beam Span a,b,d (feet -inches)
4x6
5-2
4-6
4-0
3-5
3-1
2-10
2-7
4x8
6-11
6-0
5-3
4-7
4-1
3-8
3-5
4x10
8-5
7-4
6-6
5-10
5-2
4-9
4-5
4x12
9-10
8-6
7-7
6-11
6-4
5-9
5-4
6x6
6-6
5-7
5-0
4-7
1 4-2
3-9
3-5
6x8
8-8
7-6
6-8
6-1
5-6
5-0
4-7
6x10
10-7
9-2
8-2
6-11
6-4
5-10
6x12
12-4
10-8
9-7
8-9
8-1
7-7
7-1
a. Spans based on Doug Fir -Larch, Hem Fir and-Spfuce-Pine-Fir, No. 2 grade, wet service
factor.
b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d
(3-inch x 0.128-inch) nails minimum at 16 inches on center along each edge (507.5)
c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush
beam connection.
d. Beam cantilevers are limited to the adjacent beam's span divided by 4.
e. Includes incising factor.
January 14, 2022
MyBuildingPermit.com I Basic Deck
KityGov.net
2005,E eCltvG hlienca
GOVER FRAMING PLAN SCALE 1/411 = 1'
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DEVELOPMENT SERVICES
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DATE:
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SCALE:
SHEET:
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�MyBui ldi ngPermit.com
a service of eCityGov.net
Construction Tip Sheet 05
Maximum Deck Post Height
Tributalry Area e
Post
20
40
60
1 80
100
120
140
160
Size c,d
Maximum
Deck Post Height a feet -inches
4x4
10-0
10-0
8-7
7-0
5-8
4-1
N P
N P
4x6
1 14-0
13-10
11-1
9-5
8-2
7-3
6-4
5-4
6x6
14-0
14-0
14-0
14-0
14-0
13-3
10-9
6-11
8x8
14-0
14-0
14-0
14-0
14-0
14-0
14-0
14-0
a. Measured from the underside of the beam to top of footing.
b. Based on Doug Fir, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor.
c. Notched deck posts shall be sized to accommodate beam size.
d. Includes incising factor.
e. Area, in square feet, of deck surface supported by post and footing.
Footing Size
a
Tributary Area b
Side of Square
Footing (inches)
Diameter of a
Round Footing inches
Thickness
(inches)
5
7
8
6
20
12
14
6
40
18
20
6
60
24
8
80
25
28
9
100
31
11
120
30
34
12
140
33
37
fQ-
160
35
40
1 15
a. Footing dimensions shall allow complete bearing of the post.
b. Area, in square feet, of deck surface supported by post and footings.
—V V 1 " min. frost depth Manufactured post connector Typical P.T. post
in al wabie soils
/_
12"
Grade1. t1
-1II 1. II1-1 -1II II1-III-1II °�-1II-1II III -III -III II1-1I1-1II I1-1_I
a
Thickness ;
per Table
Note: Posts must be width 1/2" diameter
centered on or in footing per through -bolts in both 4" gravel Min. 11 of
g Table directions
Note: not screws embedment
January 14, 2022 MyBuildingPermit.com I Basic Deck
eCityGov.net
2005 2. aClryGavAJliance
�MyBui ldi ngPermit.com
a service of eCityGov.net Construction Tip Sheet 05
EXTERIOR SHEATHING
EXISTING STUD WALL
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
Lag screw or bolt
2" min.
5" max.
"2" min.
Minimum edge distance for
specialized screws- See
manufacturer's technical bulletin.
Hold-down or
tension device
with 1500 #
capacity
Flashing
Deck Joist
January 14, 2022
DECK JOIST
SCREWS OR BOLTS
JOIST HANGER
Stagger fasteners in 2 rows
5 112" min. for 2x8
6 112" min. for 2x10
7 112" min. for 2x 12
3/4" min.
Ledger " Distance can be reduced to
4 112" if lag screws are used or
if bolt spacing is reduced to
that of lag screws to attach 2x8
ledgers to 2x8 band joists
Detail 1 — Ledaer Attachment for Lateral Loads
(Knee braces are require
is greater than 4 feet in height
Sheathing
Siding
Fborsheathin nailing
Flashing
at 6" o.c. (max) joist
with hold-down.
Decking
Joists
Joist Hangers
Treated 2x ledger
Option # 1
Floorpks 750# capacity holddown device
at 4 locations evenly distributed
along the deck and within 2 It of
each end. Install per manufacturer
threaded 3/8" diameter lag screw
predrilled with a minimum of 3 in
MyBuildingPermit.com I Basic Deck
J Option # 2
2" min.
Floor joists
eCityGovnet
M05 ,�. aCII&YAlliance
�MyBui ldi ngPermit.com
a service of eCityGov.net
Deck Ledger and Connections
Construction Tip Sheet 05
Deck Ledger Connection to Band Joist
On -Center Spacing of Fasteners inches
Joist Span D
(feet)
'/2-inch diameter lag
screw with 1/2-inch
maximum sheathin b,c,e
'/2-inch diameter bolt
with'/2-inch
maximum sheathing c
'/2-inch diameter bolt
screw with 1-inch
maximum sheathing d
6
22
36
35
8
16
31
26
10
13
25
21
1
1
20
17
17
15
16
8
15
13
18
7
13
11
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from
contacting the house band joist.
b. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
c. Sheathing shall be wood structural panel or solid sawn lumber.
d. 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 1/2-inch of allowable sheathing thickness where combined with wood
structural panel or lumber sheathing.
e. For on -center spacing of specialized fasteners refer to the manufacturer's installation
instructions.
Placement of Lag Screws and Bolts in Ledgers and Band Joists
Minimum End and Edge Distance and Spacing Between Rows
Top Edge
Bottom Edge
Ends
Row Spacing
Ledger a
2 inches
3/4 inch 1
1 2 inches
1 1-5/8 inches
Band joist `
3/4 inch
2 inches e
2 inches b
1-5/8 inches b
a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run.
See figure below.
b. Maximum 5 inches.
c. For engineered rim joists, the manufacturer's recommendations govern.
d. The minimum distance from the bottom row to the top edge of the ledger must be in
accordance with figure below.
e. 2 inches may be reduced to 3/4-inch when the band joist is directly supported by a
mudsill, header, or by double top wall plates.
January 14, 2022 MyBuildingPermit.com I Basic Deck
eCityGov.net
2005 �� eCltyGovAllianca
�MyBui ldi ngPermit.com
a service of eCityGov.net Construction Tip Sheet 05
Guards & Attachment
Guards are required when the deck is more than 30 inches above grade.)
through -bolts not allow the
and washers passage of a 4"
diameter sphere
16
max A
2x2 Baluster, typical
2x6 or 5/4 board ail cap: attach
to guard post with (3) #12 by 3"
long screws or (3) 16d threaded
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
Do Not Notch
2 x 8 nominal rim or outside
joist, minimum
Attach balusters at top and bottom with
(1) #8 wood screw or (2) 8d post -frame
threated nails with 0.135 nominal
diameter
%a" O.D. galvanized bolt
or threaded rod w/
nuts & washers
2x8 min. deck
joists & rims
z'fz" min and 5" max
Min. 1800#
tension device
5/a" O.D. galvanized bolt
or threaded rod w/
nuts & washers
4min ant
4x4 min. post
@ 60" o.c. max., Typ
2"min
Section A
2x8 min. blocking
2"min
A_
Use above details for guard connections or provide engineered Min. 1800# tension straps "A
design that shows Guards can resist a single concentrated load
of 200 Ibs applied in any direction at any point along the top and Section B
have attachment devices and supporting structure to transfer this
load to appropriate structural elements of the building per IBC
sec 1607.7.1.1
January 14, 2022
MyBuildingPermit.com I Basic Deck
1001
eeityGov.net
A05 ! e0tV13ovAlliance
SIMPSON AR
SDWS22311 C
BOTH SIDES
ROOFING TO MATCH EXISTING SFR
#50 ICE AND WATER SHIELD
1/2" CDX SHEATHING
2 X 10 D/F RAFTERS @ 24" O/C
6 X 12 D/F #2
H-1 SIMPSON CONNECTION
5/4 PRIMED FACIA
6 X 6 PT POST
SIMPSON POST TO BEAM CONECTION
L
ROOF FRAMING DETAIL @ POST SCALE 3/4" = 1'
BLD2024-1225
REVISION
Oct 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
10/14/2024
SCALE:
SHEET:
F-4