APPROVED BLD BLD2024-0445+Architectural_Plan+3.28.2024_5.09.12_PM+4164302FRAMING NOTE
6X8 SUPPORT BEAM
• ALL FRAMING LUMBER TO BE PRESSURE TREATED SUPPORTED BY 6X62X8 RIM BOARD 22' - 0" POSTS BELOW
SOUTHERN PINE OR DOUGLAS FIR. PREFERRED
LUMBER IS NO. 2 SOUTHERN PINE.
• SIMPSON HUS GALV. JOIST HANGER, TYPICAL.
• SIMPSON STRONG H2.5 HURRICANE TIE AT ALL
JOIST TO BEAM CONNECTIONS. 7' - 2 3/4" 7' - 2 3/4" 7' - 2 3l4"
6X6 TREATED POST
iv BELOW, TYP.
20" DIA. CONCRETE
FOOTING BELOW, TYP.
5 9
A TYP
TYP
2X8 JOISTS
b 16" O.C.
T�
3 ' 1
JL-
A9
2
I I I I I I A9
I I I I I 1
(5) 2X12 STAIR 2X8 SUPPORT LEDGER
STRINGERS, TYP. REINFORCE PER DETAIL
ALL WORK SUBJECT APPROVED
TO FIELD PLANS MUST BE
INSPECTION FOR ON JOB SITE
CODE COMPLIANCE
-------------------------
Deck lateral connection to be section
R507.9.2
I
I
City
Of Edmonds
Building Department
Work
------------------
DECK
------------------------
Address
------------------------------
19229 86TH AVE W
Owner
SCHMIDT
------------------------------------------
Approved Date ; 4/15/2024
Building Official ;
-------------------------------------------
Permit Number
BLD2024-0445
FRAMING PLAN - SOUTH
' 1/411 = 1'-01'
EXISTING
HOUSE
2X12 SUPPORT LEDGER
REINFORCE PER DETAIL
16'-6"
26" DIA. CONCRETE
BEAM TO SUPPORT FOOTING BELOW, TYP.
LEDGER EXTENSION 14' - 0" 2' - 6"
6X6 TREATED POST
/ BELOW, TYP.
6X8 SUPPORT BEAM
SUPPORTED BY 6X6
POSTS BELOW
TYP 4 2X12 RIM BOARD
X12 JOISTS
@ 12" O.C.
0
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
J DEVELOPMENT SERVICES
FDEPARTMENT
o O
F
NORTH
Approval FRAMING PLAN
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 ^ 2
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024 /`1
Printed: 3/27/2024 11:42:18 AM Scale 1/4" = 1'-0"
FRAMING NOTE
• ALL FRAMING LUMBER TO BE PRESSURE TREATED
SOUTHERN PINE nD nnl I!_I AC CID DDCCCDD-
LUMBER IS NO. 2
• SIMPSON HUS G)
• SIMPSON STRON
JOIST TO BEAM C
EXK
Al
FRAMING PLAN - NORTH
U 1 /4" = 1'-0"
2X12 RIM BOARD
6X8 SUPPORT BEAM
SUPPORTED BY 6X6
POSTS BELOW
)POST
:RETE
_OW. TYP.
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Approval FRAMING PLAN
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 A3
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024
Printed: 3/27/2024 11:42:18 AM Scale 1/4" = 1'-0"
A8
99, - n-,
J F, _ A„
6'-3" 6'-5" 6'-5" 16'- 51, 6'-5" 6'-3"
3'-0"ME
POST, 1
PICKET
T-0" METAL RAILING
o
SYSTEM WITH POST,
TOP AND BOTTOM
RAIL, PICKETS WITH
v
TYP. SPACING
0
0
6 -0
HORIZONTAL 1x6 COMPOSITE
DECKING BOARDS ATTACHED
o
TYP
O THE JOISTS
I
I
I
I
3
II
I
I
I
I
I
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I
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DN
I
I
I
N
0
EXISTING WINDOW EXISTING EXISTING WINDOW
DOOR
O
0
Z_
O
Z
U)
X
W
EXISTING
HOUSE
VERTICAL
1x6
COMPOSITE
DECKING
BOARDS
ATTACHED
v
TO
THE
JOISTS
o
F_
n FLOOR PLAN - SOUTH
1 /4" = 1'-0"
fV
O
FAL RAILING SYSTEM WITH
DP AND BOTTOM RAIL,
i WITH TYP. SPACING
:7=103=11f/=1C,
Apr 03 2024
Cltt OF EDMONDS
J DEVELOPMENT SERVICES
FDEPARTMENT
O
r
io
F-
v
NORTH
Approval FLOOR PLAN
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 A4
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024
Printed: 3/27/2024 11:42:18 AM Scale 1/4" = 1'-0"
AL RAILING SYSTEM WITH
)P AND BOTTOM RAIL,
WITH TYP. SPACING
01 1FLOOR PLAN - NORTH
1 /4" = 1'-011
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Approval FLOOR PLAN
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 A5
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024
Printed: 3/27/2024 11:42:18 AM Scale 1/4" = 1'-0"
AILING SYSTEM
AP, POST, TOP
RAIL, PICKETS
ACING
(BEAM
BY 6X6 POSTS
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1 NORTH ELEVATION
1 /4" = 1'-0"
Approval ELEVATION
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 A6
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024
Printed: 3/27/2024 11:42:19 AM Scale 1/4" = 1'-0"
3'-0" VINYL
WITH POS'
AND BOTTI
WI
6X
SUPPORT
ADE,
DROX.
WEST ELEVATION
' 1 /411 = 1'-0"
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Approval ELEVATION
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 A7
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024
Printed: 3/27/2024 11:42:19 AM Scale 1/4" = 1'-0"
3'-0" VINYL RAILIP
WITH POST CAP,
AND BOTTOM RA
WITH TYI
6X8 SUPF
SUPPORTED BY
6X
ADE,
aROX.
SOUTH ELEVATION
U 1 /41' = 1'-0"
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Approval ELEVATION
Proposed Deck SHEET SIZE: 11" x 17"
Project number 24FI-30 ^ Q
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024 /`1v
Printed: 3/27/2024 11:42:19 AM Scale 1/4" = 1'-0"
io
z
iA
SIMPSON CCQ
BEAM TO POST
CAP BELOW
SUPPORT BEAM
ATTACHED TO
POST BELOW
POST BELOW FOR
FULL BEARING
n M112
M TO POST PLAN DETAIL
" = if -Oil
20-26" PER FRAMING PLAN
n POST TO BASE DETAIL
1'-0"
POST PER FRAMING
PLAN
6D GALV. COMMON NAILS, TYP.
SIMPSON STRONG ABA
ADJUSTABLE POST BASE WITH
STANDOFF CONNECTING POST
TO CONCRETE FOOTING
J ANCHOR
GRADE
ROUND CONCRETE TUBE,
TYP.
n OVERHANG FRAMING
1 1/2" = 1'-0"
EXISTING WALL
PROVIDE FLASHING
AS REQUIRED
PARALLEL FLOOR JOISTS
DECKING BOARDS PER —
FLOOR PLAN
FLOOR JOIST PER
FRAMING PLAN
1/2" DIA. LAG
SCREW @ 16" O.C.
SIMPSON LUS GALV. JOIST
HANGER TYP.
SIMPSON DTT1Z HOLD-DOWN OR
EQUAL; MIN. 750 LB. CAPACITY AT
4 LOCATIONS EVENLY
DISTRIBUTED ALONG DECK AND
ONE WITH 24" OF EACH END OF
THE LEDGER. HOLD-DOWN
DEVICE TO FULLY ENGAGE DECK
JOIST PER MFR. INSTRUCTIONS
DECKING BOARDS
PER FRAMING PLAN
FLOOR JOISTS PER
FRAMING PLAN
SUPPORT BEAM PER
FRAMING PLAN
SIMPSON CCQ BEAM
TO POST CAP
POST PER
FRAMING PLAN
FULLY THREADED 3/8"
DIAMETER LAG SCREW.
PREDRILLED W/MIN. 3"
PENETRATION TO CENTER OF
TOP PLATE, STUDS, OR HEADER.
LEDGER BOARD CONNECTION
1 1/2" = V-0"
SECTION VIEW
NOTE: IF EXISTING FLOOR JOISTS RUN
PERPENDICULAR TO DECK LEDGER,
PROVIDE SIMPSON (2) DTT2 DECK
TENSION TIE; MIN. 1500 LB. CAPACITY AT 2
LOCATIONS; WITH 1/2" DIAMETER HDG
THREADED ROD WITH NUTS AND
WASHERS, ONE ON EACH SIDE. HOLD-
DOWN DEVICE TO FULLY ENGAGE DECK
JOIST PER MFR. INSTRUCTIONS.
k41 ud r
W/ WAS
DECK RAILING PER PLAN
AND ELEVATIONS
POST AND SLEVE PER
MFR. SPECIFICATION
RAILING POST PER PLAN
AND ELEVATIONS
1X6 COMPOSITE (5/4"
TREATED) DECKING BOARDS
ATTACHED TO THE JOISTS
RIM BOARD PER
FRAMING PLAN
(2) 1/2" HDG BOLT
W/ WASHER AND NUT
SIMPSON STRONG DTT2
FULL HEIGHT BLOCKING
FLOOR JOISTS PER
FRAMING PLAN
PLAN VIEW
RAILING DETAIL
1 „ = 1'-0"
� DECKING PER FLOOR PLAN
BEAM OR JOIST, PER
FRAMING PLAN
SIMPSON LSC
ADJUSTABLE STAIR
1'- 0" STRINGER CONNECTOR
1'
I TREAD
Of
w
Lo
ly
i�
STRINGER CONNECTION
1 of
= 1'-0"
PT STAIR
STRINGER PER
FRAMING PLAN
RAILING POST
SIMPSON STRONG
DTT2
JOIST PER FRAMING
PLAN
(2) 1/2" HDG BOLT
W/ WASHER AND NUT
RAILING POST, PER
FRAMING PLAN
FULL HEIGHT PT
BLOCKING
SIMPSON STRONG
DTT2
DECK JOIST PER
FRAMING PLAN
RECEIVED
Apr 03 2024
Cltt OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GALV. ANGLE
CONCRETE STOP FOOTING;
LENGTH EQUAL TO STAIR
WIDTH
Approval PP Proposed Deck DETAILS SHEET SIZE: 11" X 17"
Project number 24FI-30 ^ 9
19229 86th Ave W, Edmonds, WA 98026 Date 03/27/2024 /`1
Printed: 3/27/2024 11:42:19 AM Scale As indicated