The Hitchens Residence - DFR 12-20-21KraZan- & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 17, 2021
Mr. Robin Kearlsey (E-Mail)
KEARSLEY HOMES INC.
6631 Norma Beach Road
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
The Hitchens Residence
17901 Vista Del Mar Drive
Edmonds, Washington
Dear Mr. Kearsley,
KA No. 096-21219
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 & A CIATES, INC.
Jeffrey S. Mercer
Operations Manager
Pacific Northwest Division
JSW]kj
C.C. CG ENGINEERING
CITY OF EDMONDS
43031981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09621219 DFR
Krazan&Associ ate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 09621219SSR121421-IV
DATE: 12/14/2021 CONTRACTOR: CWS
PROJECT #: 09621219 PERMIT #:
PROJECT: Hitchens Residence INSPECTOR: Itiaj Vahora
LOCATION: 17901 Vista Del Mar Dr JURISDICTION: City of Edmonds
KA P.M.: JSM WEATHER: Cloudy TEMP: 37 °
STRUCTURAL STEEL
❑ FIELD a SHOP WELDING ❑ VISUAL ❑ MATERIALID
Item(s) Inspected:
Beams- 11A, 12A
Location:
CWS-2626 119th Street SW, Everett WA
Welder qualification / certification verified for:
Taz Larson, W24549
Position:
FLAT
VERTICAL
OVERHEAD
HORIZONTAL
Filler Metal:
Process:
SMAW
FCAW
SAW
GMAW
Other:
Weld Type:
FILLET
C.P.
PLUG
P.P.
Other:
Weld Size:
3/16"
1/4"
3/8"
5/16"
Other:
Codes:
AWS
AISC
ASME
IBC
Other:
❑ NOTES ❑ DISCREPANCIES
)n site per request for fit -up verification prior to CJP welds for beam plates.
100 % COMPLETE
iment. Work in progress per AWS D1.1 specification.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representativ Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Stntchtral Steel Report
Etfrclive 12/15/2020
The mfamefian provided on this report is prepared forthe=hnive am ofthe ch=t. This report my out be n pto&mM in any format whhom the wrhtm
this infwmatmnis subject tomvim prior to fnalsnbminal. Bysi mgthisrepmt,om' permission afore has b ndlGaren&Assxiata. 7'hiv tepotl mdintnsomiospxtors oMavation aodtea�e>e %bawd oo aeecmdirioos aadmotredoractivhies.
mspeclardoesnot ecceprespous�biliiy for validity ofmsuhs. The same mf tion has btea provided 6yathers oa sioe. lhetat results applyavy to the spaific bretiom,aad aems msPeGedmtesled.
Kr,IZX & Ass ociate s,Inc.
Geotechnical Engineering *Environmental Engineering
Construction Testing and Inspection
DATE: 12/16/2021
PROJECT #: 09621219
PROJECT: HITCHENS RESIDENCE
LOCATION: 17901 VISTADEL MAR DR EDMONDS, WA
KRAZAN P.M.:
NDT EXAMINATION
REPORT NO.: 621219NER121621-FALSE
CONTRACTOR: COOK WELDING
PERMIT M
INSPECTOR: Dennis R Monroe jr
JURISDICTION:
WEATHER: Cloudy/Intermittent Rain TEMP: 40 °
Ri STRUCTURAL STEEL
7 OTHER:
Field 0
SHOP V.T.
MATERIAL ID M.T.
PT ID ULTRASONIC
ULTRASONIC EXAMINATION REPORT
Specification #: AWS A5.20
AWS D1.1-1/0ther:
Material Alloy: A36
Weld Joint: B-U4b-GF
Standard M SN-7162
AWS D1.1-1/Table 6:
X Material Thickness: 2" max
Weld Process: FCAW
Calibration Standard:
IIW Type 1 or DSC/DAC:
DSC/DAC Ref. Dwg/detail: shop drwg
part #
Ns= near side. Fs= far side.
Tf= top flange. Bf= bottom flange.
Wb= web. N.S-E W-= compass direction¢ Tee ton B=bottom
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PC. MK./Grid line
COLUMN 11a
W 12x50 (web stiffeners)
(Sea) hl1
24
✓
70
54.2
COLUMN 12a
W12x50 (webstiffners)
(8ea)hl1
24
✓
70
54.2
* verified written WPS on file
and current welder qualification
Ultrasonic Test (UT) Equipment
Make: Olympus sN:
• • - • • -
QTY Conforming Welds:
Reviewed B :
Transducer Size:.625"X.625"
sN: 1209036
QTY Nonconforming Welds:
Couplant: UTX
OTY Examined Welds:
ASTM, Test Method: A587 Frequency: 2.25 MHZ
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Repreesse ti Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
NDT Examination Report Effective 12/15/2020
The intbrmation provided on this report is prepared Pm the exclusive use ofthe client. this report may not be reproduced in any format without the wrinea permission ofthe client and Rresan&Associates. This report indicates our inspectors obscvatica and testing results based no site conditions and
nonreactor adivitias. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity ofresults. The same infomstion has beeo provided by others on site. The test results apply only to the specific locations, and items inspected or
tested.