EPO Phase II Canopies - DFR 8-23-21GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
August 19, 2021
Mr. Douglas Spee (E-Mail)
EDMONDS 2020 LLC
307 Bell Street
Edmonds, WA 98020
RE: CONSTRUCTION TESTING AND INSPECTION
Edmonds Post Office Phase 2 Canopy Trellis
201 Main Street
Edmonds, Washington
Dear Mr. Spee,
KA No. 096-19415
Permit No. BLD2021-841
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 & ASS CIATES, INC.
Jeff Mercer
Project Manager
Pacific Northwest Division
JM/lkj
C.C. CITY OF EDMONDS
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09619415 DFR
�W KrazamAssociates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 8/17/2021
PROJECT #: 09619415
PROJECT: EDMONDS POST OFFICE PHASE 2
LOCATION: 201 MAIN ST
KA P.M.: JEFF MERCER
WELDING INSPECTION
REPORT NO.: 09619415SSR081721-YK
CONTRACTOR:
PERMIT #: BLD2019-1203
INSPECTOR: Young Kim
JURISDICTION: CITY OF EDMONDS
WEATHER: CLOUDY TEMP: 63 °
STRUCTURAL STEEL
❑✓ FIELD ❑SHOP WELDING ❑✓ VISUAL ❑MATERIAL ID
Item(s) Inspected:
Flare bevel groove weld 1/4" and 3/16 fillet weld
Location:
South Terrace Canopy
Welder qualification
Position:
/ certification
FLAT ✓
verified for:
VERTICAL
OVERHEAD
✓
HORIZONTAL
Process:
SMAW ✓
FCAW
SAW
GMAW
Weld Type:
FILLET
C.P.
PLUG
P.P.
Weld Size:
3/16" ✓
1/41,
3/8"
5/16"
Codes:
✓
AWS
AISC
ASME
IBC
El NOTES El DISCREPANCIES
Filler Metal:
Other:
✓ Other:
Other:
Other:
Flare Bevel Groove Weld
% COMPLETE
razan and Associates, Inc. rep. arrived onsite and performed visual inspection for the weld at south terrace canopy. All the items
Ue� cted were visually acceptable as per plan and AWS D1.1.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/ resentative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Structural Steel Report
Effective 12/15/2020
The mfotmation provided on thisrrymt is prepared forthe—lusive uae of0mcfi®t. nis report meynot he produced in myf twithmtthe written pernissian ofthe client and Kreun& Associates, M rcportmdinwn hiapecm oba atimmdtatingmdsbmWmsaemmdiiommd=tmcmractivmea.
lhis m[awmatiovumbjec[mresmw ptiar to fmalm�ittnl. By s4cing this repon,on, mspeciardoe, not accept mspoos0tility to, validity ofmswhs. The same mf tionhas been provided byodlmon she, The test results appyoayto the ocific 6ufions, and items inapmed ortested.