REV1 APPROVED BLD BLD2023-1248+Architectural_Plan+4.24.2024_12.07.09_AM+4215080U)
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WEST ELEVATION REVISION
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ELEVATIONS Mike Swi res 4/23/24
960 Viewmoor PI 111= 10 -0
SCALE: 1 if = 109-0" Edmonds, WA 98020
BLD2023-1248 425-772-6704 Al
mucklebuckle@gmail.com
PROP LINE
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6" x 6"1 PT HF POSTS (TYP)
6" x 10" PT HF BEAMS (TYP)
NEW 18" x 18" x 12" �e
2" x 10" PT HF JOISTS CONC. FTGS. W/ (2) #4
@ 12" OC (TYP) REBAR EACH WAY (TYP)
2" x 10" PT HF LEDGERS
SEE DETAIL 1 OPTION 2 DECK
ON PAGE A5
16.0 ft
■
■ Hardware and fasteners in contact with I
preservative -treated wood shall be of
■ hot -dipped zinc galvanized steel, I
stainless steel, silicon bronze or copper. .�
In the absence of manufacturer's
I recommendations a minimum of ASTM A 653 �•� PROP LINE
■ type G185 zinc -coated galvanized steel, or I
Iequivalent, shall be used.
IRC R317.3.1 IBC 2304.10.5.1 I �.
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FLOOR FOUNDATION/FRAMING PLAN
SCALE: 1 " = 4'-0"
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33
RAILING POSTS &
INTERMEDIATE SUPPORT
BRACES (TYP)
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
BUILDING OFFICIAL
May 08 2024
APPROVED DATE
MIN. 36" HIGH RAILING -T
RAILFX RFX400 CABLE RAILING OR SIMILAR
RAILING POSTS W/INTERMEDIATE SUPPORT BRACES (TYP) w
SURFACE MOUNT, INSTALL PER MFG RQMTS
COMPOSITE TREX DECKING
TREX UNDERDECK RAINESCAPE DRAINAGE SYSTEM
INSTALL PER MFG RQMTS
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DECK
16.0 ft
DECK FLOOR PLAN
SCALE: 1 " = 4'-0"
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REVISION
Apr
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Mike Swires
960 Viewmoor PI
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2" x 10" PT HF JOISTS w
SIMPSON LUS210 JOIST HANGERS @ 12" OC (TYP)
SEE DETAIL 1 OPTION 2 Y
ON PAGE A5 6" x 10" PT HF BEAMS (TYP) U
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SIMPSON AC6 POST CAP
OR SIMILAR (TYP)
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6" x 6" PT HF POSTS (TYP)
SIMPSON ABA66Z POST BASE
W/ MIN 1" AIRSPACE OR SIMILAR (TYP)
NEW 18" x 18" x 12" CONC. FTGS. U
W/ (2) #4 REBAR EACH WAY (TYP)
DECK DETAILS REVISION � a�
Apr 24 2024 (^n, �..�
W Co
SCALE: 1 " = 4'-0" of DEPART-7 ES
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Mike Swi res 4/23/24
960 Viewmoor PI 1" = 4'-0"
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com A3
Sizing of Structural Elements
Maximum Deck Joist Span 1.1
Joist
Joist Spacing b
inches
Joist Back Span
Size
2
1 16
24
4
6
8
10
12
14
16
18
Allow
ble Joist Span
Maximum Cantilever feet -inches Adjacent Joist Span feet
2x6
7-11
7-1
5-9
1-0
1 1-6
NP
NP
NP
NP
NP
NP
2x8
10-5
1
9-5
7-8
1-0
1-6
2-0
2-1
NP
NP
NP
NP
2x 10
13-3
11-6
9-5
1-0
1-6
2-0
2-6
2-8
NP
NP
NP
2x 12
15-5
137
10-11
1-0
1-6
7-0
2-6
1 3-0
1 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
14
16
18
Beam
Size c:d:e
Maximum
eam Spz
n a:5:d (feet -inches)
46
5-2
4-6
4-0
3-5
3-1
2-10
2-7
48
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
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
7-6
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 Spruce -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 1 Od
(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.
Maximum Deck Post Height
Tributa Area e
Post
20
40
60
80
100
120
140
160
Size c.d
IV
aximum Deck Post Hei ht feet -inches
4x4
10-0
10-0
8-7
7-0
5-8
4-1
NP
NP
4x6
14-0
13-10
11-1
9-5
8-2
7-3
6-4
5-4
6x6
14-0
14-0
14-0
1
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 u} un erside 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
21
24
8
80
25
28
9
100
28
31
11
120
30
34
12
140
33
37
13
160
35
1 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.
12" min, frost dcpth
in allowable soils
Grade
70 I .W.. , lll 1J1-
4
Thickness °.
per Table
Note: Posts must be
centered on or in footing
DETAILS AND NOTES
Manufactured post connector
Width 1/2" diameter
per through -bolts In both
Table directions
Note: not screws
4" gravel
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Typical P.T. post
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Min. 12" of
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embedment
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Mike Swires
960 Viewmoor PI
Edmonds, WA 98020
REVISION Apr 24 2024 425-772-6704
DEVELDEI—ENT VICES mucklebuckle@gmail.com
Deck Ledger and Connections
Deck Ledger Connection to Band Joist
On -Center Spacing of Fasteners inches
Joist Span c
(feet)
'/2-inch diameter lag
screw with '/z-inch
maximum sheathing b,-,e
'/z-inch diameter bolt
with '/z-inch
maximum sheathing'-
1/2-inch diameter bolt
screw with 1-inch
maximum sheathing d
6
22
36
35
8
16
31
26
10
13
25
21
12
11
20
17
14
9
17
15
16
8
15
13
18
7
13
11
EXTERIOR SHEATHING
EXISTING STUD WALL
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
CK JOIST
SCREWS OR BOLTS
AST HANGER
a. Ledgers shall
be flashed in accordance with Section R703.4 to prevent water from
Lag screw or bolt Stagger fasteners in 2 rows
contacting the house band joist.
2" min.
b. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
5 112" min. for 2x8 '
c. Sheathing shall be wood structural panel or solid sawn lumber.
5" rr
6 112" min. for 2x10
7112" min. for 2x12
d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard,
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lumber, or foam sheathing.0 to 1/2-inch thickness of stacked washers shall be permitted to
p p
sra min.
Ledger 'Distance
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substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood
can be reduced to
"2" min. 4 112" if lag screws are used or
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structural panel or lumber sheathing.
Minimum edge distance for if bolt spacing is reduced to
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e. For on -center spacing of specialized fasteners refer to the manufacturer's installation
specialized screws. See that of lag screws to attach 2x8
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instructions.
manufacturer's technical bulletin. ledgers to 2x8 band joists
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Placement of Lag Screws and Bolts in Ledgers and Band Joists
Minimum End and Edge Distance and Spacing Between Rows
Top Edge
Bottnni Edge
End_ -,
Raw Spacing
Ledger'
2 inches d
3/4 inch
2 inches b
1-5/8 inches b
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.
DETAILS AND NOTES
Hold•downo►
tension device
with 1500 >r
capacity
Flashing
Deck Joist
Detail 1 — Ledger Attachment for Lateral Loads
(Knee braces are required on posts greater than 4 feet in height.)
Option # I
Floor sheathe rpnailing
at 6" o.c (Mal) to joist
with hold -dow .
Sheathing
Siding
Flashing
Decking
Joists
Joist Hangers
Treated 2x ledger
Floor St 750M capacity holddown i
at 4 locations evenly distr
along the deck and within
each end. Install per manufa
Fully threaded 3/8" diameter I;
predrilled with a minimum or s in
embedment into solid framing
VIJUVII n L
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Mike Swires
960 Viewmoor PI
REVISION Edmonds, WA 98020
Apr 24 2024
of oEP�SER.. E, 425-772-6704
mucklebuckle@gmail.com
"i'X90111
A5
Deck Construction Notes
Connections and Fasteners
(All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.)
Type of Connection:
Notes:
Manufactured Connectors
Follow manufacturer's instructions
Post to Footing
Post base is required
Post to Footing (High Winds)
Consult with jurisdiction about additional uplift loads where wind
exposure is greater than Risk Category B
Post to Beam
Connector is required
Ledger to House Framing
See information on Sheet 5 and Sheet 6
Joist to Beam or Girder
3 8d — Toe nailed
Blocking or Bridging to Joist
2 10d — Toe nailed at each end
Wooden Deck Boards
2 8d threaded nails 4R 2 No. 8 screws
Composite Decking
Follow manufacturer's instructions
Post to Beam Connection with Knee Brace
(Knee braces are required on posts greater than 4 feet in height.)
• Design loading for decks is based on 60 pounds per square feet (PSF) live load, 10 PSF dead
load, and 1500 PSF soil -bearing capacity.
• The illustrations and information in this tip Sheet may be used for decks whether or not they
require a permit. See Tip Sheet 0 forwhen a permit is required.
• All wood must be pressure -treated or naturally resistant to decay. Treat cuts. holes, and
notches with end -cut solution.
• Fasteners, hangers. nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically
required for the specified wood preservative used. The coatingweights for zinc -coated
fasteners to be in accordance with ASTM A 153. Provide documentation in the field showing
the required fastener protection for the wood chosen for your deck.
• You may modify any components of this Tip Sheet using accepted engineering practices. Any
modifications must be reviewed prior to permit issuance. All attachments must be per
manufacturer's installation instructions.
• Visit MyBuildingPermit.com for additional Tip Sheets for stairs, handrails, and notching and
boring.
36" minlmum high guard
Or 113 the height of the post.
Beams splices must occur
P
with intermediate rails
spaced so that a sphere
Attachment of
pre -manufactured guardai
whichever is greater
over posts with 1.112" min. bearing
Existing building 4" in diameter cannot
systems to deck components
shall be per manufacturer.
Corrosion resistant, rn i n .
Flashing Sheet 3).ass ugh (See Tip
Special blocking details may be
required by the reviewer.
metal column cap.
Follow
Girder beam
See detail 1 on page
6 for ledger Refer table on page
� See page 8 for guardrail
Manufacturer's
installation instructions.
``�`�
attach Deckinoptions S�s
gand Spans
post connection
/
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1
Secure ballusterswith (1)#8d
`
1
(
wood screw top & bottom
a Spacing
Refer to Table on page 3 for
recommegded
Beam Size and Spans
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4 x 4 knee brace
Note:
fordralnage
Contractor to
ver fy adequacylof
Knee braces are required If
(1) 318" diameter thru-bolt or 112 "
said lumber for ledger
connection.
If an exit or egress from
distance from grade to top of
e7eds 48". See dotal
on
Alternate Knee Brace Detail:
la screws with washers, to & bottom
9 P
the existing budding
passes under the
pageost
2x4 knee brace face nailed ea. side of
,`
(typical)
proposed deck, or if there
For past size and maximum
a"abie height, see page 4
post and beam with 4-16d nails at each
Pressure treated
Is an existing patio under
the proposed deck, T-8'
face and connection
Wood post
min mum dearance must
be maintained. Please
Indicate openings In
existing wall In elevation
Manufactured post base cast in
footing
view.
Refer to Table on page 4 for
Footing Size
3,000 psi concrete (no special
inspection required)
Finished grade
r 1"dear
Minimum
de th
I I —III
I ICI I I=11
(2) #4 ea. way, 3" clear
I II —I to bottom of footing.
of
Footin 12"
g
I I II —III
�- Footing to bearon
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—
: undisturbed earth.
DETAILS AND NOTES
REVISION
Apr 24 2024
Mike Swires
960 Viewmoor PI
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com
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