APPROVED PLN_BLD Plans+5.5.2021_1.30.31_PM+2181020City Of Edmonds
Building Department
Work UPPER DECK
Address 318 10TH AVE S
Owner RARDIN
Approved Date 5/13/2021
Building Official W. W o9Aa_zL
Permit Number BLD2021-0544
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ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
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RECEIVED
Apr 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
APPROVED BY PLANNING
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THE CONTRACTOR SHALL VERIFY
ALL DMENSIONS AND CONDITIONS
IN THE FIELD PRIOR TO CONTRUC77ON.
ALL DISCREPANCIES SHALL BE
REPORTED TO THE DESIGNER
DO NOT SCALE DRAIDNGS'
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Min Roof Snow Load
Ground Snow Load
Seismic Design
Wind Speed
Wind Exposure
Winter Design Temp
Mean Average Temp
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REVIEWED
BY
CITY OF EDMONDS! Z
25 psf (non -reducible)
25 psf
Category D 1
85 mph (Basic)110 mph (Ultimate)
B, C, D (varies, contact staff)
27 degrees
50 degrees
BUILDING DEPARTMENT —j
RESUB
May 05 2021�if
BLD2021-0544 CITY OF EDMONDS
DEVELOPMENT SERVICES
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DEPARTMENT
RAILING SYSTEM TO BE USED:
CRYSTAL LITE : MANUFACTURER
INSTALLED PER MANUFACTURER.
PER IRC 2015 R 311.7.8.3 GRIP SIZE
BASEPLATE 4 x 6 x Y for 21/2" POSTS
ALUMINUM POUNDER COATED
ATTACHED TO DECK w/ (4) 3 % X / - BOLTS
ON FLANGE.
TO FRAMING BELOW POSTS, per PLAN.
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L WOOD IN CONTACT WITH CONCRETE OR SOIL,
SHALL BE PRESSURE TREATED, PER AWPA STANDARDS
FOR WESTERN SPECIES. BOLTS, NUTS, SCREWS USED IN
EXTERIOR APPLICATION or WITH PRESSURE TREATED
MATERIAL, SHALL BE HOT-DIPPE GALVANIZED (ASTM A153
or STAINLESS STEEL. HOLD-DOWN DEVICES COATED WITH
CORROSION PROTECTION PER ASTM A123
Hardware and 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 G185 zinc -coated galvanized steel, or
equivalent, shall be used. r,
e IRC R317,3.1 IBC 2304.10.5.1
Handrails are required on at least one side of each continuous run of treads or flight with four or more
risers.
Handrails are continuous for
the full length of the night. ~'
Handrails may be interrupted
by a newel post at a turn.
1.
Handrails are
required on not
less than one1,7
side of each if! % Handrail ends returned' f•
continuous run of to the wall or terminated
treads or flight �`�' in newel posts or safety
ma's,-�'�
With four or more �' terminals.
risers.,
Typical Handrail Elevation
R311,7,8
The handrail may prow
a maximum of 4-112* into ;
required stair width.
1-1d2 minimum
Circular handrails not less M�
than 1-1/4' or more than 2'
in diameter- ♦ ;r!
Type I Handrails
R311.7.8.3
1-1I4" minimum - 2-3l4"
naximum
Sand smooth, no sharp
comers
1-314'
5/16" minimum
1-1/2" minimum
Type 11 Handrails
R31 '1.7.3.3
(At handrails with a perimeter greater than 6-1/4'1
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The height of the
handrait is measured
vertically from the
sloped plane adjoining
the tread nosing.
The grippable
perimeter dimension is
4" minimum and 6-114"
maximum,
The ton -circular
handrail cross section
is 2-114" maximum.
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(10 LEDGER W/ 1/2" LAG
CREWS PER ELEVATION
IEW BELOW
4 CRIPPLE STUDS EA END
k 4x12 BLOCK - 10d NAILS @
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(ISTING FLOOR FRAMING
(ISTING WALL
GAMING
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TO BE PROVIDED BY OTHERS
TYPICAL LEDGER
CONNECTION TO RIM JOIST NTS
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DECK FOOTING
PT.6x6 POST
PB66 POST BASE
2'x2'x12" THICK CONC FTG W/
2 #4 EA WAY TOP & BTM
1'-6"x8" THICK GRADE BEAM
FTG W/ (2) #4 CONTINUOUS
FIRM, BEARING SOIL
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THE CONTRACTOR SHALL VERIFY
ALL DI1AENSIONS AND CONDMONS
3N THE FIELD PRIOR TO CONMUC77ON
ALL DISCREPANCIES SHALL BE
REPORTED TO THE DESIGNER
DO NOT SCALE DRAWINGS.