REVIEWED BLD2024-1159+Calculations+9.5.2024_12.26.36_PM+44824931
' SEE RESUB 1 CALCULATIONS FOR UPDATED LEDGER BOARD FASTENING.
EXTERIOR
EXISTING STUI
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
2" min.
5" max.
Hold-down or
tension device
with 1500 0
capacity
Flashing
Deck Joist
Lag screw or bolt
;_�2" min.
Minimum edge distance for
specialized screws. See
manufacturer's technical bulletin.
Ledger
CK 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 202
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
it 1 — Ledger Attachment f6t Lateral Loads
(Knee braces are required on posts greater than 141feet in height
Option # 1
Property Owner
Janet Pearson
Gordon Sivley
Property Address
1531 10th PI North
Edmonds, WA 98020
Floor sheathing nailing
at 6' o c (max) to fast
with hold-down
Sheathing \
Siding \�
Flashing
Decking
Joists
Joist Hangers
Treated 2x ledger
Floor fast 750# capacity holddown device
at 4 locations evenly distributed
along the deck and within 2 ft of
each end Install per manufacturer
Fully threaded 3/8' diameter lag screw
prednned with a minimum of 3 in
embedment into solid framing
Option # 2
Floor
2' min.
Existing building
jFlashing
See detail 1 on page
6 for ledger
attachment options
Decking
Note:
Contractor to field
verify adequacy of
sold lumber for ledger
connection.
36" minimum high guard
with intermediate rats
Attachment of
spaced so that a sphere
pre -manufactured guardail
4" in diameter cannot
systems to deck components
shall be per manufacturer.
pass through (See Tip
Special blocking details may be
Sheet 3).
required by the reviewer.
Refer table on page
See page 8 for guardrail
3 for Joist Sizes i
post connection
and Spans
f
Secure ballusters with (1) #8d
wood screw top & bottom
Refer to Table on page 3 for
Y4" spacing
recommended
Beam Size and Spans
for drainage
Knee braces are required if
distance from grade to top of
ppostexc ds 48". See detail
If an exit or egress from
o
on page 7
the existing bulding
passes under the
proposed deck, or if there
For post size and maximum
allowable height, see page 4
Is an existing patio under
the proposed deck, 6'-8"
minimum clearance must
be maintained. Please
Indicate openings In
Manufactured post base cast in
existing wall in elevation
footing
w.
Refer to Table on page 4 for
Footing Size
3,000 psi concrete (no special
Inspection required)
Finished grade
1" clear
Minimum DI�I� BI — I III I (2) #4 ea. way, 3" clear
depth of �I9 II I fla to bottom of footing.
footing 12" IB a1 I ElII ° llI Footing to bear on
; undisturbed earth.
In Harmony
sustainable landscape:_
BLD2024-1159
RECEIVED
Sep 06 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Parcel Number
27031300408400
631 237th Street SE, Bothell, WA 98021 (425) 486-2180
R311.7.5.1 Risers.
The riser height shall be not more than 73/4 inches (196 mm). The riser height shall be measured vertically between
leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest
by more than 3/8 inch (9.5 mm). Risers shall be vedical or sloped from the underside of the nosing of the tread above
at an angle not more than 30 degrees (0.51 red) from the vertical. At open risers, openings located more than 30
inches (762 mm), as measured vertically, to the floor or grade below shall not permit the passage of a 4-inch-diameter
(A)
(102 mm) sph.m.
Exceptions:
I C)I.The
opening between adjacent treads is not limited on spiral stairways.
2.The riser height of spiral stairways shall be in accordance with Section R311.7.10.1.
R311.7.5.2 Treads.
v
The treatl depth shall be not less than 10 inches (254 mm). The tread depth shall be measured honzontally between
the vertical planes of the foremost projection of adjacent treads and at a right angle to the treatl'. leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
40 CH-R-72
40 CH-PUL-4-2.375
40 CH-S-4
�
930' 1 /8" Cable
o
(A)
POSTS
Label Description (B)
❑■ P362-CCP-2 1 each Cable Corner Post 34-7/8" w/ 4-Hole BP o
Q P362-CEP-2 7 esch Cable End Post 34-7/8" w/ 4-Hole BP N
P362-CIP 16 each Cable Int. Post 34-7/8" w/ 4-Hole BP
P421 4 each Stair Post 42-3/8" w/ 4-Hole BP (Not Drilled)
NOTES
— - — - — - — - — - — - — - — - — - — - — - — - — -
I
I
I
I
I
HANDRAIL
Label Description
TR100 Round Top Handrail @ 9'-0"
TR200 Flat Top Handrail @ 77'-6"
CIO
I
I
I
2
N I
pr— — — — — — — — — — — �— — — — — — "
1. TR100 handrail at stairs.
2. Stair posts to be drilled & to -size on site.
3. 2 ea. 32" post infill (RA-PIF-032) required at each end post. Leo
4. Posts with cable infill to have max 4' OC spacing per AS&D engineering. _
5. Any deviation from the hardware (fasteners, lags) or maximum
post spacing as shown in AS&D's standard engineering packet will void the engineering.
CABLE
Label Description
(A) Run A 10 Cables @ 15'
(B) Run B 10 Cables @ 30'
(C) Run C 10 Cables @ 29'
(D) Run D 10 Cables @ 19'
SPL200
27'-611 (C)
5'-6" (D)
Reference Drawing for Installation
Not to Scale
&
Customer: BHD Construction LLC
Top Rail: TR100/200 Color: Black
R/�ILING SYSTEMS'"
Job Name: 224-109-4 Pearson
Mounting: Surface Height: 36"
1801 132nd Ave E, Suite 100, Sumner,
WA 98390
Sales Rep: Mlsha
Total Lin ft: 86'-6" infill Type: 1/8" Cable
13444 NE Jarrett St, Portland, OR 97230
Quote / Sales Order #: QU026858
Total Posts: 28 Revision#: 01
Property Owner
Janet Pearson
Gordon Sivley
Property Address
1531 10th PI North
Edmonds, WA 98020
In Harmony
sustainable landscapes
— — — — — — — — — — — — — —
Reviewed by
1
City of Edmonds ;
1
I Planning Division
1
---------------
P�/�I\50N
Deck Elevation
0'-91 11
Parcel Number
27031300408400
631 237th Street SE, Bothell, WA 98021 (425) 486-2180