APPROVED BLD BLD2023-0945+Architectural_Plan+7.18.2023_5.02.01_PM+3673406PROJECT INFORMATION:
SCOPE OF WORK:
± 90 SF UPPER FLOOR DECK ADDITION
OWNER/S: PATRICIA BOORIAK
ADDRESS: 23915 76TH AVE W
EDMONDS, WA 98020
PARCEL I D : 00488800600503
LOT SIZE: 8931 SF
ZONING: R-8
LOT DESCRIPTION:
Section 32 Township 27 Range 04 Quarter SW LAKE BALLINGER
LAND CO SUBDIV 1 BLK 006 D-03 LOT 3 TGW EQ & UND INT IN
TR X PER CITY OF ED SS NO S-2003-53 REC UND
AFN 200502245278 BEING PTN LOT 5BLK 6 SD PLAT
IRC TYPE OF CONSTRUCTION: V-B
LEGEND:
REMOVE EXISTING DECKING. EXISTING
2x8 PT FLOOR FRAMING TO REMAIN
REMOVE 4x4 PT POST AND RAILINGS
20'
w WhirlyBatiLake Ballinger Estates s�
� � a
A Y y
Safeway Lakeview Dr
A
G b
ry r
Hosoonyi Korean McAleer boat launch Nile astrine Dolt Course
Edmount
Island
47
Burlington
,Scott's Bar & Grill 4
3
Panefa Bread
2"th St SIR '-::a! ttap data &2022
VICINITY MAP
SCALE:
NTS
EXISTING:
3- 6x6 PT POST w/ KNEE BRACE
6x12 PT BEAM CANTILEVERED 2'
2x8 HF#2 PT FLR. JOIST @ 12" o.c.
GAIJ I IIVu UI"I"GK rLK. VGCK
City Ut Edmonds
Building Department
Work
Address
r......
Owner
Approved Date
Building Official
Permit Number
DECK
23915 76TH AVE W
.....................
.........................
BOORIAK
. .......
08/14/2023
,..::Eri.& CaHter
BLD2O23-0945
SCALE: 1/4" -1'-0'
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
±11'
±91-011
8'-10"
± 29'-5"
\V I VVLim V V I I `I \ I `I \■ V 16=V9
NEW 4x4 PT POST w/ DTT2-Z (TYP.)
TO JOIST OR BLOCKING (13 PLACES) NEW P 6x12 DF#2
SEE DETAIL-A� BEAM 0 MATCH EXIST.
NbF
++O
+++'
— —
—
—
+♦++
+.+
++++
+F+++++1++�++++,+
++
N
+ 4 «
♦
F 4 «
+ 4
+
« + i
« « 4
+
4
XI;TING+♦
I ♦ 4
« + ♦
♦ ♦ ♦
r+♦
« «
4 ♦ ♦
++
+ « «
♦ 4 f
♦+�
+ «
4 +
♦♦++++
+ +
+ + + +
+
_6
+ ♦ r
r r
+ +
r +
r r +
+ +
+
♦ +
+++
♦
++
r
++
r
++
+ +
++++++
IG
+
++
++
+++
++++
A 10
+ «+++
+,
+,♦
+ +
+ +
«+«+
♦
+++++
+
++«+«
++
++++
+
+++
♦
♦+
+++
+++++
+++
«
++
Q
o0
+++
+ +
4 ♦ +
« +
4 ♦ ♦
+«+«
+
++
+ 4
♦ ♦
+ «
4 ♦
+++«
♦ ♦
++
+ + 4
♦ ♦
4 « 4
4 f
+++++
r + +
++
+ +
♦ ♦
+ +
+ +
++++
+ + +
++++
+++++
+ +
+ + +
++4
++ +
+
++++
+ ♦
+ +
+ + +
4++++
+ +
+
++
+
+
+
-NEW 2x8 PT
FLR. JOIST @ 16" o.c.
TRIBUTARY AREA OF ±90 SF
NEW DTT1-Z
TENSION TIES
4 PLACES 2x8 PT LEDGE BOLTED w/ 2-z" 0 L.B.
INTO EXISTING 2x RIM JOIST @ 16" o.c.
STAGGER FASTENERS IN 2 ROWS
PROPOSED FLOOR FRAMING PLAN
APPROVED
PLANS MUST
ON JOB SITE
SCALE: 1/4" -1'-0"
HARDWARE AND FASTENER IN CONTACT WITH PRESERVATIVE -TREATED
WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL,STAINLESS STEEL,
SILICON BRONZE OR COPPER. IN 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
icluded in the
of the permit.
revision required
it is to be added
SCALE: 1/4" -1'-0"
Maximum Deck Post Height
Tribute Area a
Post
20
1 40
1 60 1 60 100 1 120
1 140
160
Size 1.1
Maximum Deck Post Height a 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
64
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
21
24
8
80
25
28
9
100
1 28
1 31
1 11
120
30
34
12
140
1 33
37
13
160
35
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.
Sizinu of Structural Elements
Maximum Deck Joist Span a,c
Joist
Joist Spacing b
inches
Joist Back Span
Size
12 16
24
4
1 6
1 8
1 10
1 12
1 14
1 16 1
18
Allowable Joist S an
Maximum Cantilever feet -inches
Ad acent Joist
S an feet
2x6
7-11
7-1
5-9
1-0
1-6
NP
NP
NP
NP
NP
NP
2x8
10-5
N
7 8
1-0
1 6
Z-0
2-1
NP
NP
NP
NP
2x10
13-3
11-6
9-5
1-0
1-6
2-0
2-6
1 2-8
NP
I NP
NP
W2
15-5
1311
10-11
1-0
1 6
2-0
2-0
3-0
3-3
NP
NP
a. induces incising rector.
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 Joisan feet
l S
6 8 10 12 14 1 16 1 18
Beam
Size IA,
Maximum Beam Span a•b•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
410
8-5
74
6-6
5-10
5-2
4-9
4-5
412
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
5-0
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 oasea on uoug rir-Larcn, riem rir ana spruce-vine-rir, NO. z graae, 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.
RECEIVED
Aug 01 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
THESE DRAWINGS ARE THE SOLE PROPERTY
OF CNL DESIGN AND ARE NOT TO BE USED
IN WHOLE OR IN PART WITHOUT THE EXPRESS
WRITTEN CONSENT OF CNL DESIGN. OWNER
AND ALL CONTRACTORS TO CHECK AND VERIFY
EXISTING DIMENSIONS AND CONDITIONS IN THE
FIELD BEFORE STARTING CONSTRUCTION AND
TO NOTIFY CNL DESIGN OF ANY MATERIAL OR
DETAIL CHANGES OCCURS. DO NOT SCALE
FROM THIS DRAWING.
216 NE 175TH STREET 2022
SHORELINE, WA 98155
206-6832395
cnidesign.drafttngOgmail.com
PROJECT:
BOORIAK
RESIDENCE
23915 76TH AVE W
EDMONDS, WA 98020
DATE: 06-30-2023
PROJECT 1020
NO.
DATE
REVISION
NOTES:
DO NOT SCALE DRAWING
USE DIMENSION DRAWING
Z
0
r
U
\II /
Z
0
0
LL
SHEET INFO:
PROJECT INFO.
VICINITY MAP
AS —BUILT PLAN
PROPOSED DECK
PROPOSED FLOOR
FRAMING PLAN
SCALE: X"-1'—O"
Al
DRAWN BY: CN L
in
r;
M
Cn
00
Zotl; I IVINAL tAto I tLtVA I IVIN
± 9'-0"
SCALE: 1/4" -1'-0"
NEW 6x6 PT POST
w/ 30" DIA. x 10" DEEP
— CONCRETE FOOTING w/
12" DIA. SONA TUBE
PT 2x4 AIL CAP ATTACH
TO GUARD POST
36" MINIMUM HIGH GUARD
THESE DRAWINGS ARE THE SOLE PROPERTY
WITH INTERMIDIATE RAILS
OF CNL DESIGN AND ARE NOT TO BE USED
SO THAT A SPHERE OF 4"
IN WHOLE OR IN PART WITHOUT THE EXPRESS
IN DIAMETER CANNOT PASS
I VX
WRITTEN CONSENT OF CNL DESIGN. OWNER
THROUGH.
I
AND ALL CONTRACTORS TO CHECK AND VERIFY
EXISTING DIMENSIONS AND CONDITIONS IN THE
FIELD BEFORE STARTING CONSTRUCTION AND
I
TO NOTIFY CNL DESIGN OF ANY MATERIAL OR
PT 2x4 NAILER TOP & BOT.
I
DETAIL CHANGES OCCURS. DO NOT SCALE
I I �
FROM THIS DRAWING.
I Ct)
I I
TREX DECKING (TYP.)
I Z
I
2x8 PT SOLID BLK'G. FLOOR JOIST
ABOVE HEADER PER PLAN
216 NE 175TH STREET 2022
2-2" 0 GALVANIZE
I
(STAGGERED)
SHORELINE. WA 98155
T
THROUGH BOLTS
i
206-6832395
w/ NUTS and WASHER
cnidesign.draftingOgmail.com
3 -16d GALV. NAILS
NAILED ALONG 2x8 PT
PROJECT:
RIM JOIST (TYP.)
BOORIAKRESIDENCE
'T SOLID
:KING
DTT2Z (TENSION DEVICE)
AT EACH POST NAILED
—�,
�\ —��
(6 DF#2 with
OR SCREWED ONTO FLR.
_
_
36 POST TO BEAM
JOIST OR SOLID BLK'G
°
° ° _
23915 76TH AVE W
VECTOR
—�
EDMONDS, WA 98020
T2-Z TO
;KING
DATE: 06-30-2023
CAL)
PT 6x12 BEAM w/ CCQ66
BEAM TO POST CONNECTOR
2'-0"
4S° PT 6x6 DF#2
NO.OJECT
KNEE BRACE
PT 6x6 POST
2" 0 x 4" LAG SCREWS
FULL LENGTH
TOP & BOTTOM
DATE
REVISION
NORTH ELEVATION
SCALE: 1/4" -1'-0"
Hardware and fasteners in contact with
preservative -treated wood shall be of
hot -dipped zinc galvanized steel ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturer's •
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or
equivalent, shall be used. I
I RC R317.3.1 1 BC 2304.10.5.1
Mill!
CON'T. METAL
FLASHING EXIST. WALL
LUS28 @ EA.JST.
SDS WOOD SCREW WZ
12" LONG SEXIST. FLOOR JOIST
EXISTING LOWER FLR. PATIO
SCALE: 1/4" -1'-0" FLOOR JOIST EXIST. RIM JOIST
PER PLAN OR BLOCKING
FULLY THREADED %" DIA.LAG
DTT1Z (TENSION DEVICE)
SCREW PRE -DRILLED
AT 3 LOCATIONS, EVENLY
W/ MIN. 3" PENETRATION
DISTRIBUTED ALONG EXIST.
TO CENTER OF EXISTING
and NEW DECK WITHIN 2' OF
RIM JOIST OR SILL PLATE
EACH END OF THE LEDGER.
SEE FRAMING PLAN.
LEDGER DETAIL
NTS
SIMPSON CBSQ66
30"x30" 0 x 10" CONCRETE PAD
w/ 4-#4 HOR. REBAR E.W.
12" 0 SONA TUBE w/ 4 - #4 VERT. REBAR
30 0 PSI CONCRETE PROVIDE CONFINEMENT STEEL IN THE
PIER (2) #3 HOOPS @ 3" D.C. @ TOP
o d & 6" D.C. REMAINDER
cc
dIIII IIIff lififfli II ••
00
nl_�Jii
III-
TA
=III=IIIIIIII111IJJJI=ILULIIIIIII •• •. .' • • •d -
III-1111 IIIII •, d • d _ -
EXTERIOR SHEATHING
EXISTING STUD WALL
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
2' UIN
DECK JOIST
ISQ"1'I
5' MAX
LAG SCREWS OR BOLTS
?MIN
$%' i•
JOIST HANGER
Lag screw or bolt Stagger fasteners in 2 rows
2" min.
—
� 5 1!2" min. for 2x8
5" max.
6 112" min. for 2x10
7 112" min. for 2x12
314 min.
Ledger
" Distance can be reduced to
2" min.
4 1/2" if lag screws are used or
Minimum edge distance for
if bolt spacing is reduced to
specialized screws. See
that of lag screws to attach 2x8
manufacturer's technical bulletin.
ledgers to 2x8 band joists
FOOTING TO BEAR
ON UNDISTURBED
EARTH
3011
DETAIL- A
SCALE- 3/4"
Deck Ledger and Connections
Deck Ledger Connection to Band Joist
On -Center Spacing of Fasteners inches
Joist Span c
(feet)
'/,inch diameter lag
screw with %-inch
maximum sheathing b,c,e
%-inch diameter bolt
with
maximum sheathing c
M.-inch diameter bolt
screw with 1-inch
maximum sheathing d
6
22
36
35
8
16
31
26
10
13
25
21
12
1 11
20
17
14
9
17
15
16
8
1 15
13
18
1 7
1 13
11
a. Ledgers snail De tiasnea in accordance with Section K/U3.4 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 Laq Screws and Bolts in Ledqers 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. RECEIVED
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTES:
DO NOT SCALE DRAWING
USE DIMENSION DRAWING
SHEET INFO:
SECTIONAL EAST
ELEVATION
NORTH ELEVATION
PROPOSED PATIO
DETAIL -A
LEDGER DETAIL
SCALE: Y4»-1'—O"
A2
DRAWN BY: CNL