SI foundation stabilization reportSWA 1Jt-mslgra Group, oue
STRUCTURAL I CIVIL I GEOTECHNICAL I LAND USE ,PLANNING
,10211 SW Was1111,gton Squam Qriva, Suite 5505, Po land, Oregon 57223
�f� 1813 Rutan (Drive, Suite C. Livermore, California 94551
1412 S 146th Street, Seattle, Washington 98168
p:503-641-8311 vvWw.%fadg.com
Special Inspection
FINAL SUMMARY REPORT
November 15, 2022
City of Edmonds, WA
Residential Building Permit
121 5" Ave N, Edmonds, WA 98020
ATTN: Special Inspections
RE: Project Name: Kinnear Residence Underpinning
Project No.: MFR22-157
Permit#: BLD2022-1177
Address: 8523 216" St SW, Edmonds, WA 98026
Dear Building Inspection Division:
This letter serves to certify that in accordance with Chapter 17 of the International Building Code requirements
outlined in the General Structural Notes on S 1.1 of the approved permit drawings, SFA Design Group, LLC has
performed special inspection as detailed below.
The inspector observed the installation of (18) 238 pin pile system with FS238B foundation bracket, verifying
pier locations, installation depth, installation pressure, bracket type, pier type, pier diameter and thickness. Please
see attached field installation logs data dated, 10/9/2022 & 10/15/2022. All anchors were installed per the intent
of the design and any installation deviations were reviewed and approved by this office with no outstanding non-
compliance items.
Our inspection and testing services do not constitute a warranty or guarantee of any type and were provided and
intended to help reduce the risk of construction defects, deficiencies or omissions that may arise during and after
construction. It is the contractor's responsibility to perform their work in accordance with the approved
construction documents. All inspections and tests were performed and reported according to the requirements of
the City Building Regulations and these Administrative Rules and, to the best of my knowledge, the work was in
conformance with the applicable workmanship provisions of the State Building Code and Standards.
Sincerely,
Mohamed El Katrani, EIT
SFA Design Group, LLC
Cc: Olga Ticot, Matvey Foundation Repair, Inc
Reviewed by: Jesse Dean, PE, SFA Design Group, LLC
EXPI RES: OA/04/24
SiFA `10,mi s7gn iE-snupl LLc
STPUCFURAL I CIVIL I G£OTECHNICAL I LAND USE PtARi ING
9020 5t41Adashfngton Square Drive, Suite 505, Portland, Oregon 97223
1813 Rutan Dive, Suite C. Lrvermore, Califom3a 94551
- 1912S Wth Stre Seattle, %%shlnition OB160
.-..} 707CouciyLine Road, UnitB.Palmer Late, CO80133
-�=' 0.5=3.�11-S31i uVJv�stadg.ctan
FIELD 1NSTALLA a [ON LOG
Project Name:
Contractor.
Site Address:
Install Date:
,• ilk k4!:) Project Foreman:
GA, 'Permit Number:
Inspector Arrival:
�i
# - Contractor Arrival:
Inspector Name:
, ! Jurisdiction:
'f�-70
Pier Wall. ! i�tar s2gmen2 ,
in— stal�on
Location
Part Description { Pier OD, in �
Thictmess, In ( Lengtil, #t �
Pressure, psi
t
.11 U loci,
i
If
PP
?j,-
P /I
ly
!
Non -Compliance Items:
Inspector Sign,