Special Inspection report.pdf& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 9, 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
Stern SFR
17019 73' Place W
Edmonds, Washington
Dear Mr. Collins,
KA No. 096-18509
Permit: BLD2018-946
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.
Christopher Congdon
Project Manager
Pacific Northwest Division
RLMllkj
4303 1981h Street SW, Lynnwood, Washington 99036 - (425) 485-5519 • FAX (425) 485-6837
With' Offices Serving the Western United Stales
09616509 DFR dm
QKrazan&Associ ate a, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 11/6/2018
PROJECT M 09618509
PROJECT: Stem Family SFR
LOCATION: 17019 73rd Place W. Edmonds Washing ton
KA P.M.: Jeff Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 18509SSR11061&DL
CONTRACTOR: North Light Custom Builders / Site Welding Service
PERMIT #: BLD2015-946
INSPECTOR: David Lane
JURISDICTION: City of Edmonds
WEATHER: Clear TEMP: 48 °
❑✓ FIELD ❑ SHOP WELDING ❑✓ VISUAL ❑ MA'rERIALID
Item(s) Inspected:
A) #4 ASTM A706 re -bar field welded connections to 2" O.D. driven micro piles for concrete footing. B) Epoxy anchor
installations of #4 bar to (E) home foundation as per 4/S2.1.
Location:
A) 8 Locations - Rear of home. B) 6 Locations In (E) concrete foundation - rear of home.
vvemaer quamR am f certincatlon verified for.
Position:
❑
FLAT
❑
VERTICAL
Process:
0
SMAW
❑
FCAW
weld : __
❑✓
FILLET_
❑
C.P.--
Weld Size:
❑
3/16-
❑
1/4"
Codes:
a
AWS
❑
AISC
Jerrad Kolrud WABO ID #W05085 D1.1 & D1.4
❑
❑
❑❑
❑✓ Filler Metal:
❑❑
Other
❑
❑
0
❑Other:
❑ Other:
❑
OVERHEAD
SAW
PI_u�
3/8"
ASME
HORIZONTAL
GMAW
P.P
5/1 fi'
IBC
E7018HR4
NOTES �J DISCREPANCIES 1 00 % COMPLETE
Arrived onsite as per client —request. Confirmed welding personnel qualification and use of proper filler metal. Inspected the
natcrials to be used for the field welding and adhesive anchoring. The re -bar onsite was not ASTM A706-weldable and
here was not a sufficient amount of epoxy onsite to complete the anchor installations. Departed site while the contractor
;athered the proper materials. Re -arrived onsitc. Performed visual inspection of the re -bar attachment welds to the 2" micro
Tiles. As per a phone conversation with the EOR, the bar was to be tack -welded only. The correct grade, size, number, and
dimensions of re -bar was verified. Each micro pile received (3) 8x6" #4 re -bars, as -detailed. Each bar was welded with two
1" long vertical welds to the O.D. of the pile. Adhesive anchor installations were witnessed as per detail # 4 of S2.1. The
:adhesive used was Simpson Set XP (expiration 8-24-19). Minimum embed depth of 6" was verified. Pre -cleaning and
deposition of the epoxy was performed in accordance with the manufacturers printed installation instructions.
V 0— sow,
Q'- � ERP Y�!K%TA
To the best of my knowledge, the above WAS performed In accordance with the approved plans, spAWflcadons and regulatory requlremenbL
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 •Tacoma (253) 939-2500
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