APPROVED BLD PLN BLD2024-0664+Architectural_Plan+5.16.2024_2.33.03_PM+4262835ALL WORK SUBJECT
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APPROVED BY PLANNING
May 24 2024
218th St SW
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(E) RESIDENCE 4x6 BEAM '
7710 218th St SW �
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Edmonds, WA 98026
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GARAGE 1 � � c=n j
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PILE TO BE CENTERED � � Q �
ON OPENING SUPPORT (7) PILES @ 6' OC MAX W
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PILE SPACING 8 LOAD REQUIRMENTS TABLE
MIN O.C. SPACING. R
h11N VERTICAL CAPACITY. kips
PROOF TESTING LOAD. kips
PILE =
PILE TYPE
BTWN
PILES
END
OFFSET
ALLOVYABLE LOADING
200°�a MIN VERTICAL CAPACITY
(MIN ULTIMATE CAPACITY)
LOCATION
1-10
HELICAL
6'-C'
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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 FORA 2-718 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.
Provide Special inspection report for
helical piles installation to the City
Inspector.
Work
City Of Edmonds
Building Department
FOUNDATION STABILIZATION
Address 7710 218TH ST SW
Owner ' HAYFIELD
Approved Date 06/03/2024
Building Official Er(�(j
Permit Number BLD2024-0664
PARCEL N0.
00461000200400
LEGAL DESCRIPTION
HADLEYS ACRES BLK 002 D-00 -ALL THAT PTN
LOT 4 BLK 2 DAF -BEG NE COR SD LOT 4 TH
S00*01 42E ALG E LN LOT 4 A DIST OF 81.57FT
TH S84*25 38W 44.33FT TH N78*27 12W 84.84FT
TO INT WITH W LN SD LOT 4 THN00*01 36W ALG
W LN SD LOT 4 A DIST OF 69.51 FT TO NW COR
LOT 4 TH S89*43 15E ALG N LN SD LOT 4 A DIST
OF 127.24FT TO POB AKA PAR 1 CITY OF ED SP
S-34-76 REC AFN 7608030299 &REV PER AFN
7608160345 EXCW 20FT THOF CONVYD TO CITY
OF ED BY QCD 1010-53 AUD FILE N0.7608160346
OWNER NAME &ADDRESS
HAYFIELD SHAWN L/SWENSON KIMBERLY S
7710 218th St SW
Edmonds, WA 98026
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 SYSTEMICONTINUOUS FOOTINGS. THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER R&R.
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 APRIL 29,
2024, FOR ADDITIONAL INFORMATION, SPECIFICATIONS, AND
REQUIREMENTS.
4. LEVEL SURVEY PER R&R PROPOSAL DATED APRIL 2, 2024. 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.
7. SPECIAL INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING HELICAL
PILE INSTALLATION AND TESTING.
SITE PLAN LEGEND
EXISTING RESIDENCE STRUCTURE
---
EXISTING ADJACENT STRUCTURE
---,
AREA OF PROPOSED WORK
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•--- PROPERTY LINE
APPROXIMATE DIMENSION
HELICAL PILE
1
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SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL
REQUIREMENTS
SITE PLAN
RECEIVED
May 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS
0 DESCRIPTION DATE BY
PROJECT NAME
7710 218th St SW
Edmonds, WA 98026
PROJECT NUMBER
S240402-2XR
DRAWN Bl� PAM
CHECKED BY - M RT
SHEET DATE 04/29/2024
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