APPROVED BLD PLN - BLD2021-0002+Architectural_Plan+1.29.2021_11.19.54_AM+2020663All ledgers, joists,
and rims will be 2x10
pressure treated
Hem -Fir wood
FRAMM AND FOUNDAT ON PLAN
26'-0"
Ej
19'-0''
14'-0"
� � 1
18"DIA x L"D
Footing ffypica
8'-6'
1 3'-0' x 4' 0" E pose
10' 0"
StairLanding B low ck
1 1 1 1
/ 1
72"x80" Sliding Door
light
Exterior Wall of Hour-o
96"x42" Double Sliding Window
34" Above Deck SULface
See Figures R507.2.1(1) and
R507.2.1(2) on page 4 of 5 for
ledger connection details
0
APPROVED BY PLANNING
av (ro
Feb 01 2021
APPROVED
PLANS MUST BE
ON JOB SITE
N ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Feb 01 2021
City Of Edmonds
Building Department
--------------------- -DECK --------------
Work ;
(------------
Address; 7504 236TH ST SW
-----------------------------------------
Owner MACAULEY
----------------------------------
�----------------- ---
Approved Date 2/02/2021
Building Official D07U vszst W. x cam
Permit Number, BLD2021-0002
/ 1 All framing material for the deck will be pressure treated Hem -Fir wood.
/ The posts will be 4x4s, the deck beams will be 4x12s, the stair landing beams will be 4x8s,
and the ledger joists and rim will be 2x10s according to the SBCc R507.5 joist span
table and R507.6 beam span table
Siding will be removed and a 2x10 ledger board will be bolted to the house and properly flashed.
The joists will he nailed into exterior grade metal hangers set on 16 inch centers on the ledger board.
9 -8 12'-0" Material for the decking will be 1x6 composite
r. . .I
Hardware and fasteners in contact with
preservative -treated wood shall be of
hot -dipped zinc galvanized steel,
stainless steel, silicon bronze or copper.
Blocking at mid -span I In the absence of manufacturer's
g P recommendations a minimum of ASTM A 653
of joists alternating I type G185 zinc -coated galvanized steel, or
sides for fastener equivalent, shall be used.
access IRC R317.3.1 IBC 2304.10.5.1
�.�. ..................�
RESUB
Jan 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Page 1 of 5
EESAT OS V EW - WEST SUE
.�- (Typical)
Stair stringer bottoms to be fastened knee brace details 1 18"DIA
to a pressure treated 2x4 which is
anchored in the concrete pad with See Figure 1 on page 4 of 5 for
3/8" x 3" screws. All fasteners are post -pier connector detail
hot -dipped galvanized steel.
RESUB
Jan 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Page 2 of 5
EEEVAT ON V EW - SOUTH SCE
e e t I ypludlf - I iyui u u ui i J auu . ui . w1
18 " D A knee brace details
Figure 3 on page 4
for post -beam
nector detail
RESUB
Jan 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
See Figure 1 on page 4 of 5 for
post -pier connector detail
Page 3 of 5
Figure 1
Post -Pier Connector
Figure 3
Post -Beam Connector
Typical Construction Connectors Part 1
Figure 2
Joist Hanger
Figure 4
Stair Stringer Hanger for Both Upper
and Lower Connections - To be Bent
to Appropriate Angles
S`
2' MIN_
LEDGER
2 STAGGER FASTENERS
i IN 2 ROWS
5,S* MIIN. FOR 2 X g* 'DISTANCE SHALL BE PERMITTED TO
8.5` MIN. FOR 2 X 10 BE REDUCED TO 4.5- IF LAG SCREWS
l_$' MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X S LEDGERS TO 2 X B
BAND JOISTS.
LAG SCREW OR BOLT 314" MIN.
For SI: 1 inch = 25.4 mm.
FIGURE R507.2.1('I)PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
NOTE:
THIS DETAIL ISAPPL
WHERE FLOOR JOIS
PARALLEL TO DECK
2- MIN.
FLOOR JC
Ledger Connection 1 - (2x10)
On -center spacing of fasteners
shall be 13"
SHEATHING
SIDING
FLASHING FOR
WATER TIGHTNESS
bECKING
APPROVED JOIST HANGERS
2x LEDGER WITH FASTENERS
IN ACCORDANCE WITH TABLE R547.2
HOLD-DOWN DEVICE MIN 750 LB. CAPACITY
AT 4 LOCATIONS, EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24' OF EACH
END OF THE LEDGER. HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
AFULLYTHREADED Ne DIAMETER LAG
SCREW PREDRILLED W1 MIN. 3- PENETRATION
TO CENTER OF TOP PLATE, STUDS_ OR HEADER.
For SI; 1 inch = 25.4 mm. RESUB
Jan 29 2021
FIGURE R607.2.1(2)PLACEMENT OF LAG SCREWS AND BOLTS IN BAND J01ST YOFEDMONDS
DEVELOPMENT SERVICES
Ledger Connection 2 - (2x10) DEPARTMENT
Page 4 of 5
Typical Construction Connectors Part 2
Figure 6
Post -Beam Connection w/ Knee Brace - 28" Spacing
RESUB
Jan 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Page 5 of 5