APPROVED BLD RESUB1 BLD2024-1035+Architectural_Plan+8.29.2024_12.06.52_PM+44708043' stairs landing
HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED
WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE
1 G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
IRC R317.3.1 IBC 2304.10.5.1
4'
MW
I........................- ..............................i
Existinq house
1
ij F - II II F_111 li F-1 11fft
3" L T-1" 5'-4" t1L 5,-1"
16'
17
Revised and corrected footing size
Garden
DECK FRAMING AND FOUNDATION PLAN
Scale %4 in = 1 ft
FOOTING SPECIFICATIONS
Total depth = 18 in
F-1 ® Base diameter = 24 in
Pier diameter = 9 in
Footings to be installed to 18" as required by
local building ordinance.
Frost footing sizes based on 55lbs per square
foot tributary loads applied to 1500 psi soil
compression capacity (assumed clay soil).
3' stairs landing
2x10 Ledger Board
LedgerLOK Structural Ledger Board Screws -
5 inch wood screws with hex head
Beam 12' span- Pressure Treated
Hem Fir 6x10 Premium Grade Incised
Ground Contact Cedar Toned S4S
Pressure Treated joists 11'6" span-
2x10 • Premium Grade Hem/Fir -
Incised Ground Contact • Cedar Toned
S4S • 16" O.C.
Revised and ror tad jots[ span
Pressure Treated post- Hem/Fir
6x6 Premium Grade Incised
Ground Contact Cedar Toned
S4S
Simpson strong tie LU210 20
ag uge 2 x 10 Joist hangers 3' stairs landing
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
MW
DECK FLOORPLAN
Scale %4 in = 1 ft
APPROVED
PLANS MUST BE
ON JOB SITE
RES U B
Aug 29 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Garden
City Of Edmonds
Building Department
Work ' DECK
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Address 21828 76TH PL W
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Owner KENNEDY
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Approved Date 09/03/2024
Building Official ;--------------__
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Permit Number BLD2024-1035
5
n
v \
CTempered 3M Safety S140 Sliding
lm ANSI Z97.1-2015 CPSC 1601 I
Revised and m—aa - ly glazing
2x10 Ledger Board
Ledgerl-OK Structural Ledger Board
Screws - 5 inch wood screws with
hex head
Beam 12' span- Pressure Treated
Hem/Fir 6x10 Premium Grade Inc
Ground Contact Cedar Toned S4E
Tempered 3M Safety S140 Window
Film ANSI Z97.1-2015 CPSC 16 CFR
1201 I
Revised and corrected safely glazing
1
1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE
TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF
A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1
1 I:
CROSS SECTION 1
Scale %4 in = 1 ft
Fortress Steel Deck Railing Systen
42" high
SOUTH ELEVATION
Scale %4 in = 1 ft
RESUB
Aug 29 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Existing 2x band joist
Interior floor ioist
Existing Stud Wall
Threshold carefully flashed and caulked to
prevent water intrusion
Continuous flashing extending past joist
Ledgerl-OK Structural Ledger Board Screws -
5 inch wood screws with hex head
2x10 Ledger Board
Simpson strong tie LU210 20
gauge 2 x 10 Joist hangers
V
DECK LEDGER DETAIL
N.T.S
3' stairs landing
3'
STAIR DETAIL 2
N.T.S
• 7 1/2" , 11" ,
11" 2"
LEDGER BOARD SPACING AND FASTENING PATTERN DETAIL
N.T.S
LedgerLOK Structural Ledger Board Screws -
5 inch wood screws with hex head
2x10 Ledger Board 16' span
Approved post cap
Beam 12' span- Pressure Treated
Hem/Fir 6x10 Premium Grade Incised
Ground Contact Cedar Toned S4S
Pressure Treated post- Hem/Fir
6x6 Premium Grade Incised
Ground Contact Cedar Toned
S4S
Concrete footing
P.
...• •.. •: �. :R
BEAM, POST AND FOOTING DETAIL
N.T.S
Added detail for fastener
spacing and pattern
RESUB
Aug 29 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT