HomeMy WebLinkAboutPermit Field Test & Inspection Report 2014-07-21Bend Office (541) 330-9155
Geotechnical Office (503) 601-8250
Eugene Office (541) 345-0289
Inc.Carlson Testing, Salem Office (503) 589-1252
Tigard Office (503) 684-3460
Daily Report of Proprietary Anchors
Clieul: YORKE & CURTIS - W7ILL MOTT
Project: SALVATION ARMY SPRINGFIELD CTI Job th E1901610.
Address: 1275 MILL ST SPRINGFIELD Jurisdiction: SPRINGFIELD
el'] representative J.M. JOHNSON OBOA 1076
was on site this date Jul. 21, 2014 to perform Special Inspection for:
pernnit 811-SPR2014-01121
DPS H(s) PO Number: 21404 (PO 9 & JOB #I
1. Checked in with superintendent or client representative.
Nape: WILL MOTT
Conlpaoy: YORKE AND CURTIS
2, Inspection was "IBC" ❑x Continuous ❑ Periodic
PROPRIETARY ANCHORS
YesNoN/A
L2. I. _Reviewed previous inspection reports? x
Reviewed evaluation report?I x
Verified following items meet manufacturer's
published. installation instructions,
3. Verified minimum embedment depth of the
anchors.
4.Verified installation of the anchors.
x
x
--5.
Verified anchor diameter.
x
6.
Verified steel grade.
hole diameter.
x
_7._Verili—ed
_ 8.
Verified type of drill bit used.
x —
9.
Verified hole cleaning method.
10.
Verified adhesive application,
x
11.
12.
Verified edge distance.
Verified spacing.
x
x
Ix
13.
Verified installation torque.
Evaluation report number & dale:
Name of product being installed
Batch Number 09IR186R
INpiration Date 4-2016
lines, elevations (floors) and drawing details]:
PER S2.1 DATED 04/18/14, (3) 5/8" SIMPSON AB446
ALL THREAD ANCHORS WERE INSTALLED TO A 9"
EMBEDMENT ALONG GRIDLINE B BETWEEN 5.2 AND 7.
1/2" ALL THREAD WAS INSTALLED TO AN 8" EMBEDMENT
AT THE LOCATION CALLED OUT ON S1.1 FOUNDATION
KEYNOTES 6 & 7 AND S/S2.1 PER 3/S2.1 AND 4/S2.1,
N4 BARS WERE INSTALLED AT 24" ON CENTER TO AN
EMBEDMENT DEPTH OF 3 1/2".
REPORT SUMMARY
1. Work inspected was: [X-] Completed ❑ In progress
2. Completed work inspected was fn complimice with
❑ Approved plans and specifications ❑ Shop drawings
❑ RPI ❑ Design change ❑ Submittal ❑ N/A
Document #(s) S2.1 Dated: 04/18/14
3. Noncompliance itenn(s) were noted this date, details on
following page(s). ❑ Yes Q No ❑ N/A
4. Noncompliance item(s) were reinspected this dale, details
on following page(s). ❑ Yes ❑ No ❑ NIA
❑ Conform ❑ Remain in progress
Report(s) findings were discussed and left with
of YORKE AND CURTIS _
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECI'ED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
❑ See additional report page(s). ❑ Distribute attachments. Page of
Daily Report of Proprietary Anchors
CTI Job #: E1401610.
Project: SALVATION ARMY SPRINGFIELD
Notes:
In some cases more than one box may be checked for a given iteral on the front page.
For: 07/21/2019
Our reports pertain to the material tested/inspected on ly. I nformation contained herein is not to be reproduced, except in ful I,
without prior authorization fron this office. Underal I ei rcumstances, the information contained in this report is provided
subject to al I terms and coed itions ofCTI's General Conditions in effect at the ti me this repot is prepared. No party other
than those to whom CTI has distributed this repot shat l be entitled to use o• rely upon the infonuation contai tied in th is
document.
If there are any further questions regarding th is matter, please do not hesitate to contact th is office.
Respectfully submitted,
CA RLSON TI;S'f ING, INC.
David Smith
Project Manager
JJ/SJH
CC: YORKE & CURTIS - WILL MOTT
CITY OF SPRINGFIELD BUILDING DEPARTMENT
YORKE & CURTIS - WILI. NOTT
89970 HWY 99N, EUGENE OR
Reviewed By: Project Manager
Review Date: 07/23/2014
WILLWYORKEANDCURTIS.CUN
RCASTILE@SPRINGFIELD-OR.GOV