Report (11) /'6 JT-,20, 8~09= C g Bend Office (541)330-9155
Geotechnical Office (503)6o1-825o
Eugene Office (541)345-0289
Salem Office (503)589-1252
Carlson Testing, Inc. Tigard Office (503)684-3460
Daily Report of Proprietary Anchors
Project: CREERVIEW AT SOUTH RIVER TERRACE-LOT 19 CTI Job#: T2302639A
Address: 14632 SW 169TH AVE TIGARD Jurisdiction: TIGARD
CTI representative: Greg Palmquist was on this site on date: 10/19/2023 to perform
Special Inspection for Permit: MST2023-00014 PO#:
SCOPE OF INSPECTION Location of proprietary anchors inspected[to include grid lines,elevations
1. Checked in with superintendent or client representative: (floors)and drawing details]:CH MET WITH BRIANA WITH TAYLOR MORRISON.
Name: BRIANA OBSERVED KEVIN WITH KRB CONSTRUCTION INSTALL#4
DOWELS VERTICALLY THROUGH ADDITIONAL STEM WALL
Company: TAYLOR MORRISON AND 3'MINIMUM EMBEDMENT INTO ORIGINAL CONCRETE
STEM WALL 24"0/C USING SET-3G ADHESIVE IN SW
2. Inspection was'IBC' ❑Continuous ❑X Periodic CORNER OF FOUNDATION PER BULLETIN CT-13
to/16/23. %
PROPRIETARY ANCHORS
Yes No N/A
1.Reviewed previous inspection reports? X REPORT SUMMARY
2.Reviewed evaluation report? X 1. Work inspected was: ❑X Completed ❑In Progress
Verified following items meet manufacturer's published installation 2. Completed work inspected ❑X was ❑was not in compliance
materials. with
Yes No N/A
Approved plans and specifications ❑Shop Drawings
3.Verified minimum embedment depth of the anchors? X U RF[ ❑Design Change ❑X Submittal ❑N/A
4.Verified installation of the anchors? X
5.Verified anchor diameter? X Doc.No(s): BULLETIN CT-13 Dated: 1o/16/2023
6.Verified steel grade? X
7.Verified hole diameter? X 3. Noncompliance item(s)were noted this date,details on the following
page(s) ❑Yes ❑X No ❑N/A
8.Verified type of drill bit used? X
9.Verified hole cleaning method? X 4. Noncompliance item(s)were reinspected this date,details on
10.Verified adhesive application? X following page(s).❑Yes ❑No 0 N/A
u.Verified edge distance? X ❑Conform ❑Remain in progress
12.Verified spacing? X
13.Verified installation torque? X Report(s)findings were discussed and left with
BRIANA
Evaluation report number and date:
ESR-4057.04/2022 of TAYLOR MORRISON
Name of product being installed:
SET-3G ADHESIVE
Batch Number: 1000360737
Expiration Date: 05/22/2025
Based on the code,approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing
has no authority to direct work of contractors or subcontractors.
Sec 3d Proprietary Anchors Version I Page I of additional 1�,Ur t page(s) �Distribute Attachment(s)
CT ENGINEERING
I80 Nickerson St.
INC
Suite 302
Seattle,WA 98109
(206)285-4512(V)
(206)285-0618(F)
asolomongctcngin ccring.com
BULLETIN
Date: October 16, 2023 Number: CT-13 Project#: 21078
Project Name: South River Terrace '-Attached: None
Subject: Lot 19 (Plan 3040 BR—Added Deck)—Raised Concrete Stem Wall at
Dining Room
Drawings Affected: Sheet A6(Foundation Plan)
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the
'South River Terrace' project located in Tigard, Oregon.
Per our discussion with Taylor Morrison, it's our understanding that for the lot/plan type noted above,
the concrete stem wall at the rear corner(dining room)was raised 1'-0"w/o the use of any epoxy
adhesive while embedding #4 vert bars into the original concrete stem wall. Original stem wall
height is 2'-0". The side elevation stem wall extension is 8'-7" in length &the rear elevation stem
wall extension is 13'-2" in length.
Based on our review of the plans, the following steps shall be taken to properly attach the concrete
stem wall extension to the original stem wall:
* Drill & epoxy#4 vert bars @ 24"o.c.
* Use 'Simpson Strong-Tie SET-3G' epoxy adhesive system or approved equal
* Minimum embedment depth into the original stem wall = 3"
CALL WITH ANY QUESTIONS 10/16/2023
Issued by: Arnold R. Solomon Date: Oct 16, 2023
Distribution:
Contact Information:
Dennis Gaudreault Taylor Morrison
Chris Roberts Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
N:121078 South River Terrace\Bulletins121078_2023.10.16_CT13_Lot 19(Plan 3040 BR-Added Deck)_Raised Concrete Stem Wall at
Dining Room.doc
Structural Engineers