APPROVED BLD ENG PLN RESUB1 BLD2021-1361+Architectural_Plan+10.27.2021_8.06.49_AM+2485229REVISIONS:
Project Information:
Scope of Work: Replace existing deck with in same foot print and replace existing stair
Project Team:
Owner: Mr. Rex T Strickland
929 Cary Road Edmonds, WA 98020
Structural Engineer:
CS2 Engineers
P.O.Box13423
Mill Creek, WA 98082
Contact: Mr. Sung Cho, PE. (425) 408-2748 Office (425) 954-7539 Fax
sung.Cho@cs2emgineers.com
Contractor: A Tile Tradition
7933145th PI NW
Stanwood, WA 98292
Contact: Mr Ryan Knowlton (206) 931-3076 cell
Ryan@atiletradition.com
Contractors Reg. TILETI*989RS
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Vicinity Map
Property Information:
Address: 929 Cary Road Edmonds, WA
Tax No.: 242703-2-108-0005 - Parcels A&C
Legal Description:
Parcel A.:
That portion of Government lot., Section 24, Township 27 North,
Range 3 East, W.M. described as follows: Beginning at the Northeast corner of said
Government Lot 1,; thence South along the East line of said Government Loyl , a
distance of 330 feet; thence North 88*48'39" West a distance of 234.42 feet; thence
North 87*24' West to the Meander Line; thence Northerly along Meander Line to
the North line of said Government Lot 1.; hence East along the North line of said
Government Lot 1. to the point of beginning;
Parcel C.:
That portion of the North 330 feet of the Northeast Quarter of the Northwest Quarter
of Section 24, Township 27 North, Range 3 East, W.M., lying West of the West line
of Haggard -Sound -View Addition, according to the plat recorded in volume 12 of
the Plats, page 89, recorders of Snohomish County, Washington.
Except roads: and Except the Great Northern Railroad Right -of -Way.
Together with Easements: together with a 15-foot Utility Easement under recording
number: 9006280172 and a 6-foot Pedestrian Easement under recording number:
8712280087 over the eastern portion of Parcel A. and C.; together with a 9-foot
road Easement per Deed Number 1310731 over the west boundary of Parcel E
providing access to Cary Road a 16-foot Road Easement per Deed Number 1310731
CODE INFO:
2018 IRC
ZONING:
R.S.-1 2.
Drawing Index
CS -Project Info &Vicinity map
SP -Site Plan
Al -Partial site plan/location plan
A2 - Framing plan / Elevation
A3 - Section / Stair details
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
City Of Edmonds
Building Department
Work DECK
Address 929 CARY RD
----------------------
---------------------------------------------
Owner ' STRIKLAND
------------------------------
------------------------------
Approved Date - --_ - 1110912021-----
- - - - -- --- -----
Building OfficialQ,Ur,��G�O
Permit Number BLD2021-1361
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Oct 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LIM 410
DATE: 9/2/2021
PERMIT SET CS
REVISIONS:
9'-7 3/16"
,-
PROPERTY LINE
6'-4 7/16"
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10/15/2021
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DECK
SITE
PLAN
IT SET
RESUB
Oct 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
•101
DATE: 9/2/2021
REVISIONS:
WEST ELEVATION
1 /4"=1'-0"
DBL 2X10 #2&BTR TREATED
(3) 2X12 #2 & BTR TREATED STRINGER
I
3'-0 1/2"
LTT 19 TIES ON ENDS OF DECK —
1/2"X6"LAG INTO EXTG RIM JOIST
OF HOUSE
6' -0 1/16"�-7' -3 1/4 "-+
L.
3/8" TILE OVER WATER
PROOF MEMBRANE -TILE
APPROX 4LB /SQFT
4X10#2&BTR TREATED
BEAM TYP.
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PRnVInF I IGHT FnR STAIR I ANnING
18"X18"X12" FOOTING TYF Ir4X6 #2&BTR TREATED POSF TYP.
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4--DBL 2X10 #2&BTR TREATED
— 2X8 JOIST 16"OC TYPICAL.
EXISTING DECK TO REMAIN
8'-10 1/2"
LTT 19 TIES ON ENDS OF DECK
1/2"X6"LAG INTO EXTG RIM JOIST
OF HOUSE
(4) DTT1Z TENSION TIE EQUALLY SPACES
1-1/8"X4'X8' T&G UNDERLAYMENT LTT 19 TIES ON ENDS OF DECK MIN 24" FROM END. STRONG -DRIVE SDWHTIMBER HEX HDG SCREW INTO WALL FRAMING
PLYWD, NAIL 6" OC AT EDGE AND 1/2"X6"LAG INTO EXTG RIM JOIST 3" THREAD MINIMUM. TYP.
8" OC IN FIELD TYP. OF HOUSE
FRAMING / FOUNDATION PLAN
1 /4"=1'-0"
PERMIT SET
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Oct 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BY: CC
DATE: 9/2/2021
REVISIONS:
(GUARDRAILS SHALL BE DESIGNED TO RESIST A
■CONCENTRATED LOAD OF 200 POUNDS IN ANY
I DIRECTION AT THE TOP OF THE GUARDRAIL.
.INFILL COMPONENTS SHALL BE DESIGNED TO I
I RESIST A HORIZONTAL LOAD OF 50 POUNDS
■ OVER A ONE SQUARE FOOT AREA. IRC TABLE I
�R301.5.
GUARDRAILS SHALL BE MIN. 36" IN HEIGHT
iWHERE THE ADJACENT SURFACE OR GRADE IS
30" OR MORE BELOW. RAILINGS SHALL BE I
!SPACED TO NOT ALLOW THE PASSAGE OF A 4"
SPHERE. IRC R312.1 I
. . . . . . . . ■ ■ ■ 1
SCHULTER TILE EDGE -CONTINUOUS
-do DRIP EDGE FLASHING TYP.
1X12 FASCIA BD.
— 5/8"X4" GALV LAG BOLT TYP.
4X10 PT BEAM
SIMPSON CCQ46SDS2.5 AT EACH POST
USE END COLUMN CAP AT EACH END.
I FASTENERS FOR PRESERVATIVE -TREATED
■AND FIRE -RETARDANT -TREATED WOOD SHALL i
IBE OF HOT -DIPPED ZINC -COATED GALVANIZED I
.STEEL, STAINLESS STEEL, SILICON BRONZE OR ■
(COPPER. COATING WEIGHTS FOR ZINC -COATED I
■ FASTENERS SHALL BE IN ACCORDANCE WITH ■
�ASTM A153. IRC R317.3
4X6TREATED POST
SIMPSON CBSQ46SDS2HGS STAND OFF BASE
18" X 18" X 8" FTG
W/ 2 #4 BAR EA DIRECTION
SECTION
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I HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR
I
.OR MORE RISERS. ALL HANDRAILS TO BE LOCATED
134" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF
Q
■ STAIRS MORE THEN 30" ABOVE ADJACENT FLOOR i
I SHALL HAVE HANDRAILS & GUARDRAILS. THE I
■HANDGRIP PORTION SHALL HAVE A CROSS
SECTIONAL DIMENSION OF P/4" TO 2". IRC R311.7.8.
i
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1 11 1 1 1 1 1 1 1 1 1 1 1 - 2X4 CEDAR TOP RAIL
MOVE2X2 CEDAR PICKETS (4" BETWEEN MAX)
I 4X4 CEDAR POST
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2X4 CEDAR BTM RAIL
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ENLARGED STAIR ELEVATION
Oct 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
10]
DATE: 9/2/2021
PERMIT SET A3