HomeMy WebLinkAboutB14-0302 Special Inspection.pdfWest Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone:970-434-6988
Cell: 970-260-2844
Dates: 4-14-15 & 4-22-15
Inspection Report
Client: HP Geotech (Job #HP 114 13 lA)
Project: 2722 Cortina Ln.
Address: 2722 Cortina Ln. Vail, CO
Building Permit No: B 14-0302
General Contractor: Vail Custom Builders
Inspection of shop fabrication or field work at job site: Field
Report#l
Page I of I
Report: Received & reviewed material test reports & certificates of compliance
for steel materials & welding electrodes used on the project. Visually inspected
field welding at steel frame connections roof level framing grid lines 3 & H, and at
channel steel connections entryway area. Inspected high strength A325 bolting at
steel beam & column connections on the project.
The field welding, high strength A325 bolting, and steel materials
inspected/verified above appeared to be in substantial conformance with the
plans, and the quality requirements of the AWS Dl.1 Structural Welding Code &
the AISC/RCSC Specification for A325/ A490 bolting.
To the best of my knowledge this completes the special inspections of the
structural steel onsite welding, high strength A325 bolting, and material
verification. Note per Greg Johnson with Vail Custom Builders other
parties/persons had inspected any epoxy anchors & anchors installed in hardened
concrete on the project.
Inspectorff echnician: Douglas E Young
•
Douglas E Young
CWI 96070131
QC1 EXP. 7/112017
... :c \/ .. ,KR'M CONSULTANTS, INC. FIELD REPORT
. :·
P .0. Box 4572 • Vall, Colorado 81658 • 970-949-9391
·Status of'·•( ··.. 90%
· ComDletion •. > : .··. ; P~'im(at 'Sit.l.'.· Greg Johnson (VCB)
".··.· ............. :. ..· . .,;:
:----·-----·c~oofFi'amlng $5
1--~~_..;,~~~~~~~~~~~~~~~~~~~~~~~-1--~~~~~~---l
2. U er Floor/Low Roof framln $4
3. Main Floor framin S3
4. Deck Framin $2
5.
Photo Ref : · · ··
1. (1 )-2x6 trimmer present at grid lines "6" & •o• -sheet S5
3. Blocking missing for adequate hanger nailing in detall 14/$6 (4-locations)-
sheet 55
5. Post does not have adequate bearing on concrete foundation wall at grid line "6"
en -sheetS3
:·: .
1. No action required, (1 )-2x6 trimmer is adequate -sheet 55
. .
·.. ' ; .. Detail'.
5/$9
Do deficiencies require follow-up structural observation? Yes 0 No 181
Other than any deficiencies noted, are the structural elements observed in general
conformance with KRM Consultants1 Inc. approved plans and specifications? Yes 181 No 0
SIGNED: COPY TO:
1fl1~c~ /\. ~?~5 Mark T. New an:PfOieCt"i?ngineer c:::: .;y-'
REVIEWED:
lim D. Hennum, PE
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