Special Inspection.pdf►3t.b xOtS0170
aZ& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 26, 2018
Mr. Tony Collins (E-Mail)
NORTH LIGHT CUSTOM BUILDERS LLC
914 164' Street SE, Suite B 12
Mill Creek, WA 98012
RE: CONSTRUCTION TESTING AND INSPECTION
Longoria
8519 202" Street SW
Edmonds, Washington
Dear Mr. Collins,
KA No. 096-18154
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
RLWlkj
CC: CITY OF EDMONDS
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618154 DFRdoc
Page 1 of 1
42 Kmzan81Associates,Inc.
Geotechnical Engineering* Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618154DFR4202018EL
DATE: 4/20/2018 Set Count: CONTRACTOR: North Light
PROJECT #: 09618154 PERMIT #: BL0620180170
PROJECT: Longoria INSPECTOR: Edan Lewis
LOCATION: 8519 - 202°d St SW JURISDICTION: Edmonds
KA P.M.: JM WEATHER: Sunny TEMP: 50s
Krazan representative arrived on site as requested for proprietary anchor inspection for the various different
areas throughout the house. Upon arrival, contractor had drilled a total of 28 holes into the existing concrete for
the placement of various different sizes of threaded rods. 18 — 5/8" diameter anchor bolts with 10" embedment
was installed along the north wall of the building. 10 — epoxy anchors with #4 reinforcing steel and 4"
embedment was installed into the existing foundation wall on the north side of the building for the foundation of
the building extension. Simpson Strong Tie Set-XP epoxy grout was used for all the anchors installed today.
Representative observed the cleaning out of the holes, the embedment depth and the placement of the epoxy
grout and rebar. Anchors were installed per manufacturer and industry standards.
Reviewed By: _ ASTM Test #: _Asset Numbe s)_
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Stierintendent/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 ofthe client. ThL4 reportmay not he reproduced in any format without the written permission of the client and rr = & Assuciates. This report
incitcates our inspectors observation and toting results based on silo cond%ions and cmtrac for activities. TTis info nution is subird to —im prior to rim submittal. By signing this report, our impeotor ders not accept
roporsibility for validlly 4—ulh Theoameinfa tsb hub=prmidedbvolhmr.mite.