SEE RV1 APPROVED PLN BLD2023-1248+Architectural_Plan+10.5.2023_11.09.17_PM+3825127APPROVED
NORTH ELEVATION
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
----------------------
Work DECK
960 VIEWMOOR PL
SWIRES
I Date:
1 /1212023
---------------------------
)fficial ; Eri & C&v to r
-----------------------------------
amber
BLD2023-1248
-------------------
APPROVED BY PLANNING
iz
Oct 20 2023
4-0
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RECEIVED
o
WEST
ELEVATION
a)
Oct 06 2023
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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DEPARTMENT
(3
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ry
ELEVATIONS
SCALE: 1 if = 209-0"
Mike Swires 9/25/23
960 Viewmoor PI
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com A 1
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I■
■ Hardware and fasteners in contact with I
preservative -treated wood shall be of
■ hot -dipped zinc galvanized steel, I
I stainless steel, silicon bronze or copper. ■
In the absence of manufacturer's I
I recommendations a minimum of ASTM A 653
■ type G185 zinc -coated galvanized steel, or I
I equivalent, shall be used. ■
IRC R317.3.1 IBC 2304.10.5.1 I
FLOOR FOUNDATION/FRAMING PLAN
SCALE: 1 If = 4'-0"
0
N
PROP LINE
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5.8 ft 10
-2.9ft 2.9ft
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2i
RAILING POSTS &
=)
Q
INTERMEDIATE SUPPORT
O
fy_
BRACES (TYP)
L.L
L.L
MIN. 36" HIGH RAILING
RAILFX RFX400 CABLE RAILING OR SIMILAR
RAILING POSTS @ 5'9" OC W/INTERMEDIATE
SUPPORT BRACES (TYP)
SURFACE MOUNT, INSTALL PER MFG RQMTS
COMPOSITE TREX DECKING
TREX UNDERDECK RAINESCAPE DRAINAGE SYSTEM
INSTALL PER MFG RQMTS DECK
16.0 ft
DECK FLOOR PLAN
SCALE: 1 If = 4'-0"
RECEIVED
Oct 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Mike Swires
960 Viewmoor PI
Edmonds WA 98020
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9/25/23
11
If
= 4'-0" 1
425-772-6704
mucklebuckle@gmail.com A2
SIMPSON LUS210 JOIST
HANGERS
SEE DETAIL 1 OPTION 2
ON PAGE A5 \
2" x 10" PT HF JOISTS
@ 12" OC (TYP) \
i" x 10" PT HF BEAMS (TYP)
SIMPSON AC6 POST CAP _
OR SIMILAR (TYP)
6" x 6" PT HF POSTS (TYP)
MPSON ABA66Z POST BASE
/ MIN 1" AIRSPACE OR SIMILAR (1
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NEW 18" x 18" x 12" CONC. FTGS. /
NORTH ELEVATION W/ (2) #4 REBAR EACH WAY (TYP) Q) a) WEST ELEVATION RECEIVED o a)
Oct 06 2023 U
^U
CITY OF EDMONDS i
DEVELOPMENT SERVICES Q
DEPARTMENT
L V J LW
DECK DETAILS
SCALE: 1 " = 4'-0"
Mike Swires
960 Viewmoor PI
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com
9/25/23
11 " = 4'-0" I
A3
Sizing of Structural Elements
Maximum Deck Joist Span �,c
Joist
Joist Spacing b
inches
Joist Back Span
Size
2
16
1 24
4
6
8
10
12
14
16
18
Allow
ble Joist Span
Maximum Cantilever feet -inches Adjacent Joist Span feet
2x6
7-11
1 7-1
5-9
1-0
1 1-6
NP
NP
NP
NP
NP
NP
2 x 8
10-5
9-5
7-8
1-0
1-6
2-0
2-1
NP
NP
NP
NP
2x 10
13-3
1
11-6
1
9-5
1-0
1-6
2-0
2-6
2-8
NP
NP
NP
2x 12
15-5
13-4
10-11
1-0
1-6
2-0
2-6
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
1 8
1 10
12
14 1
16
1 18
Beam
Size c,d,e
Maximum
eam SpE
n a,b,d (feet -inches)
46
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
4-2
3-9
3-5
6x8
8-8
7-6
6-8
6-1
5-6
1
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 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.
Maximum Deck Post Height
Tributa Area e
Post
20
40
60
1 80
100
120
140
160
Size c.d
N
aximum Deck Post Hei ht a feet -inches
44
10-0
10-0
8-7
7-0
5-8
4-1
NP
NP
46
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
1 14-0
14-0
14-0
a. Measured from t
e un erside
of the beam to top of footina.
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
1 35
1 40
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 depth
in allowable soils
Grade
e
Thickness °.
per Table
— Manufactured post connector
12"
t1"
Note: Posts must be Wldth 1/2" diameter
per through -bolts In both
cantered on or in footing Table directions
Note: not screws
DETAILS AND NOTES
RECEIVED
Oct 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4" gravel
07
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Typical P.T. post
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Min. 12" of
Q
embedment
(3)
U) ry
Mike Swires
960 Viewmoor PI
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com
9/25/23
Deck Ledger and Connections
Deck Ledger Connection to Band Joist
On -Center Spacing of Fasteners inches
Joist Span c
(feet)
'/z-inch diameter lag
screw with '/2-inch
maximum sheathing b.c.e
'h-inch diameter bolt
with '/2-inch
maximum sheathing D
'/z-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
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'
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
EXTERIOF
EXISTING STUI
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
2" min.
5" max.
Hold•downor
tension device
w,th 1500 #
capacity
Flashing
Deck Joist
Lag screw or bolt
�i2" min.
Minimum edge distance for
specialized screws. See
manufacturer's technical bulletin.
Ledger
DECK JOIST
_AG SCREWS OR BOLTS
JOIST HANGER
Stagger fasteners in 2 rows
5 112" min. for 2x8 '
6 112" min. for 2x10
7 112" min. for 2x12
--k 3/4" min.
' 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 — Ledger Attachment for Lateral Loads
(Knee braces are required on posts greater than 4 feet in height.)
Option # 1
Floor sheathirih nailing
at 6' o.c (ma ) co joist
with hold -dowP
Sheathing
Siding
Flashing
Decking
Joists
Joist Hangers
Treated 2x ledger
Floor st 7509 capacity holddown i
at 4 locations evenly distr
along the deck and within
each end. Install per manuf�
Fully threaded 318" diameter I:
predrilled with a minimum or s in
embedment into solid framing.
RECEIVED
Oct 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2' min.
or joists
VFJI<IV11 " L
Mike Swires
960 Viewmoor PI
Edmonds, WA 98020
425-772-6704
mucklebuckle@gmail.com
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9/25/23
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 OR 2 No. 8 scre,.vs
Composite Decking
Follow manufacturer's instructions
• 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 for when 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 coating weights for zinc -coated
fasteners to be in accordancewith 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
Post to Beam Connection with Knee Brace boring. U)
(Knee braces are required on posts greater than 4 feet in height.) J
36" minimum high guard F--- Ill
Or 113 the height of the post, ---_ with intermediate rails Attachment of w
whichever is greater
Beam splices must occur spaced so that a sphere pre -manufactured guardal
4" in diameter cannot systems to deck components Q Q
over posts with 1.112" min. bearing Existing building shall be per manufacturer.
Corrosion resistant, ��� Flashing Sheet 3ass ) ugh (See Tip Special blocking details may be Y z
Min. required by the reviewer.
metal column cap. Girder beam See detail 1 on page U Ili
Follow manufacturer's s for ledger Refer table on page See page 8 for guardrail w z
installation instructions. attachmentDeck! 3 for Joist and Spans ��� post connection Q
Ile
�`� • `� , 1 Secure ballusters with (1) #8d
` ( wood screw top & bottom
spacin Refer to Table on page 3 for
recommengded Beam Size and Spans
r 46" 4 x 4 knee brace Note. fordralnage
Contractor to field
verify adequacy of Knee braces are required 'ti
sold lumber for ledger distance from grade to top of
(1 ) 3/$" diameter thrU-bolt or 112 " connection. ff an exit or egress from ponsteeds 48". see detai
la screws with washers, to 8 bottom the existing building page
Alternate Knee Brace Detail. 9 P
�- passes under the
2x4 knee brace face nailed ea. side of ` (typical) proposed deck, or if there Far post size and maximum
Is an existing patio under alowable height, see page 4
post and beam with 4-16d nails at each Pressure treated the pproposed deck, 6'-8"
face and connection wood post minimum clearance must
be maintained. Please
Indicate openings In Manufactured post base cast in
existing wall In elevation footing
view.
Refer to Table on page 4 for
Footing Size
3,000 psi concrete (no special
inspection required) i"'
_�e C:
ile
Finished grade 0
1"dear
Minimum I 1 �ll (2) #4 ea. way, 3" clear
de th of I III� I _ I .y I —I to bottom of footing.
footing 12" IF71hll�ll_ 1= Footing to bearon (�
undisturbed earth.
v! n/
DETAILS AND NOTES RECEIVED Mike Swires 9/25/23
Oct 06 2023 960 Viewmoor PI
CITY OFEDMONDS Edmonds, WA 98020
DEVELOPMENTSERVICES 4257726704
DEPARTMENTMENT - -
A6
mucklebuckle@gmail.com