Foundation Epoxy Anchors and Dowelling Special Inspection Report - Trieu SFR 03-04-24GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 4, 2024
Mr. Paul Trieu (E-Mail)
421 143" Place SW
Lynnwood, WA 98087
RE: CONSTRUCTION TESTING AND INSPECTION
Trieu SIR
7011 Lake Ballinger Way
Edmonds, Washington
Dear Mr. Trieu,
KA No. 096-24073
Permit No. BLD2023-0273
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Ryman L. Mercer
Project Manager
Pacific Northwest Division
RLM/Ikj
C.C. CITY OF EDMONDS
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Wit1i Offices Serving the Western United States
09624073 DFR
Page 1 of 1
ad..P'2_M—WKmzan&Associates, I n c.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09624073DFRO22924AL
DATE: 2/29/2024 Set Count: CONTRACTOR: PAZ
PROJECT #: 09624073 PERMIT #: RT.n2n2'1-0?71
ineu �rK INSPECTOR: Amelia Leon
LOCATION: 7011 Lake Ballinger Way, Edmonds JURISDICTION City of Edmonds
KA P.M.. JM WEATHER: Cloudv TEMP: 50' F
Krazan & Associates representatives visited the project site today to observe installation of proprietary anchors
Upon arrival on site, we met with the contractor to discuss project details and the locations of installation.
Today, we observed as the contractor installed epoxy anchors for connections from existing footings to new footings.
The anchors were installed horizontally into the existing footings. We referred to structural details 1/S110 for sizing
of reinforcing steel being installed. The structural plans for the project did not include a detail for existing footing to
new footing connections. While we were on site, the owner contacted the design engineer to confirm approval of
embedment depths and epoxy type. The design engineer provided email confirmation of approval.
The contractor installed the four (4) no. 5 and four (4) no. 4 reinforcing steel bars for the new footing at approximate
gridlines 4/F-G, and eight (8) no. 5 and one (1) no. 4 reinforcing steel bars for the new footings at approximate
gridlines 0-2/B-C. The reinforcing steel was installed using Simpson SET-XP epoxy. The expiration date of the
epoxy was checked and it was confirmed that it was not past the expiration date. All holes were drilled to a depth of
at least 4-in using the correct size carbide -tipped drill in a rotary percussive hammer drill. Before installation, the
holes were cleaned with repeated use of the appropriate wire brush and compressed air. The holes were checked and
appeared to be the correct size, depth, and free of dust and debris. An adequate amount of epoxy was used to
completely encapsulate the embedded portion of the rod.
In our opinion, the anchors were installed in general accordance with the approved project plans and specifications.
Reviewed By:
I ,/_
ASTM Test #:
Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The infomration provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kmran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. Template date 12/8/2023
Page 1 of 1
L
_t Z l&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09624073DFRO22924AL
DATE: 2/29/2024 Set Count: CONTRACTOR: PAZ
PROJECT #: 09624073 PERMIT #: BLD2023-0273
PROJECT: Trieu SFR INSPECTOR: Amelia Leong
LOCATION: 7011 Lake Ballinger Way, Edmonds JURISDICTION: City of Edmonds
KA P.M.: JM WEATHER: Cloudv TEMP: 50' F
Krazan & Associates representatives visited the project site today to observe installation of proprietary anchors.
Upon arrival on site, we met with the contractor to discuss project details and the locations of installation.
Today, we observed as the contractor installed epoxy anchors for connections from existing footings to new footings.
The anchors were installed horizontally into the existing footings. We referred to structural details 1/S110 for sizing
of reinforcing steel being installed. The structural plans for the project did not include a detail for existing footing to
new footing connections. While we were on site, the owner contacted the design engineer to confirm approval of
embedment depths and epoxy type. The design engineer provided email confirmation of approval.
The contractor installed the four (4) no. 5 and four (4) no. 4 reinforcing steel bars for the new footing at approximate
gridlines 4/F-G, and eight (8) no. 5 and one (1) no. 4 reinforcing steel bars for the new footings at approximate
gridlines 0-2/13-C. The reinforcing steel was installed using Simpson SET-XP epoxy. The expiration date of the
epoxy was checked and it was confirmed that it was not past the expiration date. All holes were drilled to a depth of
at least 4-in using the correct size carbide -tipped drill in a rotary percussive hammer drill. Before installation, the
holes were cleaned with repeated use of the appropriate wire brush and compressed air. The holes were checked and
appeared to be the correct size, depth, and free of dust and debris. An adequate amount of epoxy was used to
completely encapsulate the embedded portion of the rod.
In our opinion, the anchors were installed in general accordance with the approved project plans and specifications.
Reviewed By:
ASTM Test #:
Asset Numbers :
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Km & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. Template date 12/8/2023