REV1 APPROVED BLD2024-0664+SITE PLAN+8.15.2024_11.03.48_AM+4442741t`•
PILE SPACING & LOAD REQUIRMENTS TABLE
MIN O.C. SPACING. R
MIN VERTICAL CAPACITY. kips
PROOF TESTING LOAD, kips
PILE It
PILE TYPE
BTWN
PILES
END
OFFSET ALLOWABLE LOADING
200% MIN VERTICAL CAPACITY
(MIN ULTIMATE CAPACITY)
LOCATION
14 0 kip
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.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ErIiIIIIIIo& Co&�
BUILDING OFFICIAL
Aug 16 2024
APPROVED DATE
L NO.
)0200400
DESCRIPTION
nhULE: T %D 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 NO. 7608160346
OWNER NAME & ADDRESS
HATFIELD 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 SYSTEM/CONTINUOUS 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 AUG 11,
2024, FOR ADDITIONAL INFORMATION, SPECIFICATIONS, AND
REQUIREMENTS.
4. LEVEL SURVEY PER R&R PROPOSAL DATED MARCH 22, 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
F-1 EXISTING RESIDENCE STRUCTURE
EXISTING ADJACENT STRUCTURE
AREA OF PROPOSED WORK
•--- PROPERTY LINE
* APPROXIMATE DIMENSION
-41 HELICAL PILE
® L6x6x3/8 ANGLE IRON
® 4x6 ADJ. POST BASE w/ PAD
o ,
19, w
er-
8.5' _
J N
w N z cn
1 A
00
A
(n
N .IV
N
-a.. (D A • C
wD a _
AN N
� N
(7) PILES @ 6' ,C MAX n ssaDD -�
r 1 w
cmi) 1 1 A J m
a 22-' v °° o0 1 CQJ
c�
rnZ(O
�0 ZZD 0 (D rn a mmNODD N N N xx� AV3� 00
D~ w ZZ D U D 16 a 0 w D
n
ID
CD
R&R LEVEL SURVEY
SEE STRUCTURAL CALCULATION PACKAGE FOR
ADDITIONAL REQUIREMENTS
0-0 (7) PILES @ 6' OC MAX y
Z r
Om
m0
zW
zm
L7 �
�m
cz
Om
;a� II II
Z = X
o
0
Q
SITE PLAN
BLD2024-0664
ff
Ill
REVISION
Aug 15 2024
CITY OF EDMONDS
NA
DEVELOPMENT SERVICES
DEPARTMENT
co
�
♦• �.T HURT
0-0 (7) PILES @ 6' OC MAX y
Z r
Om
m0
zW
zm
L7 �
�m
cz
Om
;a� II II
Z = X
o
0
Q
SITE PLAN
BLD2024-0664
ff
Ill
REVISION
Aug 15 2024
CITY OF EDMONDS
NA
DEVELOPMENT SERVICES
DEPARTMENT
co
�
♦• �.T HURT
SITE PLAN
BLD2024-0664
ff
Ill
REVISION
Aug 15 2024
CITY OF EDMONDS
NA
DEVELOPMENT SERVICES
DEPARTMENT
co
�
♦• �.T HURT
W
QO Z
N
Zo
�— W
z
w
W z
z
zz
O 0 w
J
REVISIONS
0 DESCRIPTION DATE BY
PROJECT NAME
7710 218th St SW
Edmonds, WA 98026
PROJECT NUMBER
S240402-2XR
DRAWN B