Report (32) ACS Testing,Inc
,rrrur 7409 SW Tech Center Dr.,Suite 145
Tigard,OR 97223
""x111
SPECIAL INSPECTION REPORT phone:503-443-3799 Fax 503-620-2748
ort,
Job# 16-6497
503.443.3799 Date: 12-23-16
Permit# BUP2015-00366
Mail To: Project:
KELLER HOLLAND TIGARD INVESTORS,LLC TIGARD APARTMENT
1111 MAIN STREET,SUITE 700 _13015 S / , '
�(/�
VANCOUVER,WA 98660 TIGARD,OR 97008 1 SlJ �/"r^'�
JOB#HC201355
BUILDING 6
Inspector: Jerry Frampton Cert#OBOA 859
Field Inspection:
ACS representative on site for inspection of deficiencies noted on Froelich engineers structural observation report
dated 10/27/16 by Rod Hammerberg, P.E. The following items were noted on this date- observation report line item 6:
stair landing of apartments has hinge point in columns,please provide RFI for fix; this RFI has been provided
(RFI#76)and the required fixes have been completed. Observation report line item 7: please provide LS50 clips to tie
stringers to landing that stringers sit on; these clips have been added and are acceptable. Observation report line item
8: A35 and LTP4 clips not installed as required by detail 1/S600; these clips have now been installed and are
acceptable. Observation report line item 9: girder trusses must have either(2)2x6 studs or(4)2x4 studs directly under
them all the way to foundation. Girder trusses bearing on party wall missing these; the missing studs have been added
and are acceptable. Structural observation report line item 10: this item is addressed and acceptable per RFI 88.
structural observation report line item 11: A35 clips were not installed on drag trusses as required by detail 8/S600;
these clips have now been installed and are acceptable. Structural observation report line item 12: shear transfer from
diaphragm to shearwall at step floors; this item was addressed by RFI 77 and is now acceptable. Observation report
line item 13: lags were not installed into deck ledger as shown on detail 8/S500; these lags have now been installed
and are acceptable. Observation report line item 14: deck joist hangers not fully supported and will need to have
hanger manufacturer provide letter that hangers as installed will be adequate for design load;this letter has been
provided and this issues is resolved. Observation report line item 15: straps missing as called out by keynote 12 on
floor framing plans form top plates to joists at each apartment entry door; these straps are in place and acceptable.
Observation report line items 1 through 5 at the community building were inspected and accepted by City of Tigard
building inspector.No issues noted.
Our reports pertain to the material tested or inspected only.Information contained herein is not to be reproduced except in full,
without prior written authorization from this office.
Reviewed: e) 6r\,,,t„r„ Date: 12-27-2016
BB/JF
CC: Betty Wollam, Ray Wolf, Jon Sakewitez, Kevin Kunishige, Ron Hammerberg, Sarah
Bartholomew, Bill Bennett
s
HOLLAND CONSTRUCTION, INC.
135th & Scholls
REQUEST FOR INFORMATION # 088
Project: 135th&Scholls Project#: HC20-135S Date Created: 12/01/16
Answer Company Answered By Author Company Authored By
Froelich Consulting Engineers Rod Hammerberg Holland Construction Tom Strassenberg
6969 SW Hampton Street 13145 SW Scholls Ferry Rd
Portland,OR 97223 Tigard,OR 97008
Phone: 503.910.9050
Subject Discipline Category
Sole Plate Fasteners at Shearwalls Structural Confirmation
Reference: Time Frame RFI 3,Submittal 06 05 23.001 R1-Nails and Fasteners Date Required: 12/08/16
Question:
Per the attached reviewed submittal,please confirm that a Hy-Tek 5"x.148 Screw Shank nail is approved for sole plate connections at
shear walls.
RESPONSE:
Sole plate connections on the shearwalls is required to be 1/4"diameter SOS screws as called out in the shearwall schedule.0.148"
diameter nails are not to be used as a substitute for the SOS screws.
DATE: 12/01/16 SIGNED: Rod Hammerberg,FE
CC: File and any listed below
Name Company Name Email
Steve DeMonte LRS Architects sdemonte@Irsarchitects.com
AS REQUESTED I AM REVISING OUR RESPONSE TO THE SOLE PLATE ATTACHMENT
AT THE SHEARWALL. IT IS ACCEPTABLE TO USE THE 0.148" DIAMETER X 5' LONG
HYTEK NAIL IN PLACE OF THE SDS SCREW AS LONG AS THE NAILING THAT IS DONE
ON THE SOLE PLATE IS PER THE SKETCHES IN THE NAILING SUBMITTAL.
Rod Hammerberg , FE 12-9-16