APPROVED BLD BLD BLD2021-1176+Architectural_Plan+8.24.2021_1.57.21_PM+2373568--- — —
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PROPERTY LINE
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170 -0
(E) 8" CONCRETE STEM
WALL 2'-0" TALL MIN TYP AT
PERIMETER
NOTIFY L120 PRIOR TO
WORK IF CONCRETE WALL
AT PILE LOCATIONS IS
LESS THAN 2'-2" TALL
COVERED
GARAGE
GARAGE
(E) RESIDENCE
9423 232ND ST SW
EDMONDS, WA 98020
94th PL W
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AREA OF WORK
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C6X8.2 CHANNEL i---> i C 1
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LOCATE PILE WITHIN i I X
1' OF CORNER MAX , < 1
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12'-011 * 30'-0" * 6'-0" * 55'-011
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170'-0" ----------------------------
PILE SPACING & LOAD REQUIRMENTS TABLE
PILE #
PILE
MAX O.C. SPACING, It
MIN VERTICAL CAPACITY. kips
PROOF TESTING LOAD, kips
LOCATION
BTWN
END
200% MIN VERTICAL CAPACITY
TYPE
PILES
OFFSET
ALLOWABLE LOADING
(MIN ULTIMATE CAPACITY
T-./pical
lmmii�
HELIC'A.L
0'-0'
I..IP� C
10.5 kip
21.0 kip
TYP
NOTES:
a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
MANUFACTURER. THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
CAPACITY LOADING, INCLUDING A SAFETY FACTOR NO LESS THAN 2. THE MAXIMUM INSTALLATION TORQUE SHALL NOT
EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY. MAXIMUM
INSTALLATION TORQUE RATING OF 8,300FT*LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
THICKNESS PER ESR-3750.
b. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING, INC., IN ACCORDANCE WITH ESR-3750.
c. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
OF THE ASSEMBLY.
d. MAXIMUM ON -CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
SPECIAL INSPECTION REQUIRED FOR THIS
PROJECT:
11) Soils
2) Construction and Installation of Helical piles and
brackets
City Of Edmonds
Building Department
--------------
Work FOUNDATION STABILIZATION
--------------------------------------------------------
---------------------------------------------------
Address 9423 232ND ST SW
--------------------------
Owner
HEDGES
---------------------
Approved Date 10/20/2021
Building Official W. X v4iia�c
----------------------------
Permit Number BLD2021-1176
---------------------
37.8'
LOCATE PILE WITHIN 1'
OF CORNER MAX 1 118 4
3 ,
3'-0" MAX
4cces (4) PILES @ 8' OC MAX
_1 -5/8
1
SITE PLAN NOTES
1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE.
2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL
PER R&R FOUNDATION SPECIALIST R&R LEVEL SURVEY.
3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED AUG 9
2021, FOR ADDITIONAL INFORMATION, SPECIFICATIONS, ANDQ REQUIREMENTS.
4. LEVEL SURVEY PER R&R PROPOSAL DATED MAY 280 2021. REFER TO
STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND
ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY.
5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR
GIS MAPPING TOOLS & TAXSIFTER INCLUDING THE SELECTED PARCEL.
PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE
PURPOSES ONLY. NOT TO SCALE. NOT TO BE USED FOR LEGAL PURPOSES
OR IN PLACE OF A FIELD SURVEY.
6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS
NOT SHOWN FOR CLARITY.
SITE PLAN LEGEND
[:] EXISTING RESIDENCE STRUCTURE
EXISTING ADJACENT STRUCTURE
' AREA OF PROPOSED WORK
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CM
r
1 i
C6x8 2 CHANNEL
-1/4
APPROXIMATE DIMENSION
1
HELICAL PILE
C6X8.2 CHANNEL
'
3 �
R&R LEVEL SURVEY
27'
SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS
SITE PLAN
NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS.
NOTE: L120'S SCOPE IS LIMITED TO THE PERIMETER SUPPORT SYSTEM/CONTINUOUS FOOTINGS. THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER R&R.
RECEIVED
Aug 25 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS
DESCRIPTION
DATE
BY
PROJECT NAME
9423 232ND ST SW
EDMONDS, WA 98020
PROJECT NUMBER
S210728-7XR
DRAWN u i - PAM
CHECKED BY M RT
SHEET DATE 08/09/2021
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