Plans (92) .£ copr RECEIVED
C T ENGIN E E R I N G APR 1 41 2019
I N C 180 Nickers
Suite 30 0r TIGARD
1 Tigard yIp,NG DIVISION
REVISION
A,p 'o Plans Li/41 (206)285-0618(F)
®� asolomon(a3ctengineering.com
BULLETIN
Date: April 8,2019 Number:CT-01 Project#: 18055
Project Name: River Terrace Attached: None
Subject: Lot 152(Plan 6065A(R))—Raised Concrete Stem Wall
Drawings Affected:
Description/Action:
This bulletin provides response to RFI, design clarifications and/or variation requests for the'River
Terrace' project located in Tigard, Oregon.
Per our discussion with Polygon, it's our understanding that a concrete stem wall at the garage was
poured 6"+/-too low. Based on our review of the plans, a proper resolution is as follows:
* Drill &epoxy into existing concrete stem wall#4 vertical bars @ 18"o.c. Use'Simpson' SET
Anchoring Adhesive system or approved equal. Minimum embedment depth is 3".
*Add (1)#4 horizontal continuous bar at top of added 6"+/-section.
* Pour new 6"+/-section on top of existing concrete stem wall to raise the wall to the correct height.
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04/08/2019
CALL WITH ANY OUESTIONS
Issued by: Arnold R. Solomon Date: April 8,2019
Distribution:
Contact Information:
Paul McColm Polvaon Northwest Companv
Frank Sandoval Palyaon Northwest Company
Angela Christensen Polygon Northwest Company
David Burnett Milbrandt Architects
K:\18055 Polygon at River Terrace(Area 3)\Bulletins\18055_2019.04.08 CT01_Lot 152(Plan 6065A(R))-Raised Concrete Stem
Wall.doc
Structural Engineers
RECEIVE
Bend Office (541)330-9155
APR 1 b 2019 Geotechnical Office (503)601-8250
Carlson Testing* Eugene Oice '541)345-0289 Inc. CITY OF f�UARD Salem Dice (503)589-1252
autLoII\IC OnnSinrY LIgaru truce ("3)684-3
Daily Report of Proprietary Anchors
Project: ?1,1. -fP?5 5 1`1121 Act - cr } .
Address: �' i _ r I CTI Job ) t'2 a
(RI representative :_ -ZOR-OISON 080A IPSO was on site this date to perform
(Inspector Name&Cert No.)
Special Inspection for permit D DFS#(s) it 5-r 2IZ@° -- jurisdiction
In some cases more than one box may be checked for a given item,
SCOPE OF INSPECTION Location of proprietary anchors inspected[to include grid
lines,elevations(floors)and drawing details]:
1.Checked in with superintendent or client representative. 14 k sAti viA5 J,../5- tire, 1P 0 S7 as t;L
Name: 71'4 Fita 7 PO tell tr 1c P (4 AT ,V 11 O
Cagy: c5Tos .3' 5't 8cM 4 041 , (, d-,°
"r0?. tiVSIALLATiO4.1 14/46 Pk 130k n/
2.Inspection was"IBC" 0 Continuous El Periodic C I ,�.l
PROPRIETARY ANCHORS
Yes NoN/A
1.Reviewed previous inspection reports?
2.Reviewed evaluation report? X REPORT SUMMARY
Verified following items meet manufacturer's
published installation instructions. 1.Work inspected was: In-Completed Q in progress
3.Verified minimum embedment depth of the2.Completed work inspected was Q was not
anchors. in compliance with
4.Verified installation of the anchors. Approved plans and specifications r_.„ Shop drawings
5.Verified anchor diameter. ',I 111
. El N/A
6.Verified steel grade. 74 0 RFI � Design change Submittal' I � 1 t
7.Verified hole diameter. Document#(s) 531 Dated:
8.Verified type of drill bit used 3.Noncompliance item(s)were noted this date,details.on
9.Verified hole cleaning method. following page(s). Yes 0 No N/A
10.Verified adhesive application. 14
11.Verified edge distance. 4.Noncompliance item(s)were reinspected this date,details
12.Verified spacing. on following page(s). 0 Yes 0 No 51 N/A
13.Verified installation torque. 1- 0'Conform Remain in progress
Evaluation report number&date: Report(s)findings were discussed and left with
3. 111X119 A 11.A
of fC)I qt,t0iii
Name of product being installed r;
Batch Number l,'i°00)3 21
Expiration Date of 2 t
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.
Inspector Signature: 14/4.
0 See additional report page(s). Q Distribute attachments. Page 1 of
PropAnehers Ver:1 7./12/2009
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
•
_ � Transmittal Letter
III
. ,(;n k D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
6. 2019
FROM: CLLA C�6L1S' tS j APR 1
CITY OF TifaARD
COMPANY: I n H'Dine_s L®IN(� DIVISION
PHONE: By: 67%
RE: jDDI-1- Sw 1 lo -ESMS►2x15-Dc213 '
(Site Address) t n (Permit Number)
N c �} t 1 Ac�v )i Th2 T Li ti'l.
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s)of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
X Other(explain): ¶a. 1 is -i. 17-o0-- ` �' (�) i� 1z3A-1± �'�k I
REMARKS: e. 4 Y2 t,e-it__ 63Ps i i 6 S
FO OF ?ICE USE ONLY
Routed to Permit Techn. ian: Date: t� (�07
i Initials:
Fees Due: ❑Yes No Fee Desc pti : Amount Due:
D ) -- $ ,i0.-
Special
Instructions:
Reprint Permit(per PE : ❑ Yes No ❑ Done
Applicant Notified: yj� Date: .106-71 Initials:
I:\BuildingTonns\TransinittalLetter-Revisions_061316.doc