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anm"n6ok& Construction Services Geotechniel&Construction Services Daily Field Report
Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 06-27-13
Giustina Resources 200 International Way Project No.: 2137002
PO Box 529 Springfield, Oregon Report No.: E-34263
Eugene, Oregon 97440 Inspector: D. Delatte
ID No.: 1080867-88
ICC.
Inspection of: Wedge Anchors, Nailing Weather: Overcast Continuous Inspection: ❑
Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: Q
Observed the installation of ±fifty-five (55) 5/8" x 8 1/2" Hilti KBTZ (ICC ESR 1917)
wedge anchors into slab on grade for shear wall sill plate connection along the
perimeter or interior of building. Anchors were installed as replacements or additions at
sill plate ends at perimeter of building and interior wall anchors were not cast in-place
during slab pour. Prior to installation, the predrilled holes were blown out. Anchors
were installed and tightened to 60 ft/lb. Verified installation torque with FEI's calibrated
torque wrench.
Verified installation of Glu-Lam bolts in two (2) locations at 6E and 4E. The 5/8" thru-
bolts appear to be installed and tightened to snug-tight conditions.
Verified the installation of A35, H3 and/or H2.5A truss clips at lower and upper roof
lines except along line 2, from C to E at upper roof. Also, verified eleven (11) hold
downs were installed with the Simpson HAD, HDB or HDC brackets screwed to studs
or post.
To the best of our knowledge, the work inspected was in accordance with RFP 15,
Gibson Steel Fab. prints dated 12-19-12, Truss prints, e-mail from FOR about trusses
and applicable workmanship provisions of the I.B.C., except if noted above.
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Review ed By:✓✓
Michael L. Meyer
Technical Manager
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c:
Chambers Construction Co.— Brian Erickson (email)
Chambers Construction Co.—Jack Makarchek (email)
Robertson Sherwood Architects—Scott Stolarczyk (email)
City of Springfield
MLM:sn
This report and/or enclosed test data is the confidential property of the client to wham it is addressed and pertains to the specific
process and/or material evaluated. As such,information contained herein shall not be reproduced in pan or full and/or any pad
thereof be disclosed without FEI Testing 8 Inspection,Inc.'s written authorization.
750 NW Cornell Avenue•Corvallis,Oregon 97330 phone(541)7574698 fax(541)757-2991
29540 B Airport Road•Eugene,Oregon 97402•phone(541)684-3849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 phone(541)3824844•fax(541)382-4846
FEI Page 1 of 1
71.5711158/NSPfC r.
Geolechnicol Construction Services Geotechnical&Construction Services Daily Field Report
Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 06-24-13
Giustina Resources 200 International Way Project No.: 2137002
PO Box 529 Springfield, Oregon Report No.: E-34218
Eugene, Oregon 97440 Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Wedge Anchors Weather: Inside Continuous Inspection: ❑
Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: 0
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Observed the installation of twenty-five (25) Hilti KB2 wedge anchors into slab on grade
for non-bearing sill plate connection around the perimeter of building. Anchors were
installed as replacements or additions at sill plate ends or because of interference from
studs. Note: Jack Makarchek (Chambers CC) contacted EOR regarding use of KB2
anchors in lieu of the KB-TZ anchors specified on prints. EOR stated KB2 anchors can
be used on non-bearing walls only. KB-TZ anchors must be installed at shear wall
locations. Prior to installation, the predrilled holes were blown out with air. Verified
minimum embedment depth of 4 7/16". Anchors were installed and tightened to 60
ft.lbs. Installation torque was verified with FEI's calibrated torque wrench.
To the best of our knowledge, the work inspected was in accordance with plans dated
12-19-12 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Michael L. Meyer
Technical Manager
c:
Chambers Construction Co.— Brian Erickson (email)
Chambers Construction Co.—Jack Makarchek (email)
Robertson Sherwood Architects— Scott Stolarczyk (email)
City of Springfield
MLM:sn
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This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing 8 Inspection, Inc.'s written authorization.
750 MN Candi Avenue•Corvallis,Oregon 97330 phone(541)757-1698•fax(541)757-2991
29540 B Airport Road•Eugene,Oregon 97402•phone(541)684-3849 fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846