Report 7409 SW Tech Center Dr, Ste. 145
•1•1111 r
C `I k fl Tigard, OR 97223
Ph: 503 -443 -3799 Fax: 503-620-2748
501443.3799 Special Inspection
Final Report
Date: 10 -7 -10 Job # _-- 1,0,:3075:: -� --
Q Permit # BUP 2010 -130
Mail To: Project:"" ""
PLEGER -HENRY H & M WASHINGTON SQUARE
ARCHTECTURE,LLC SPECIAL INSPECTIONS -
15640 N 7TH ST, SUITE 89 9524 SW WASHINGTON SQUARE RD
PHOENIX, AX 85022 SUITE H08 -W20
TIGARD, OR
To Whom It May Concern:
ACS Testing, Inc. attests that their inspectors performed special inspection(s) on a continuous and /or
Periodic basis as required by the specific jurisdiction and /or IBC. Special inspection(s) were performed
For the following:
Proprietary Anchors
Structural Steel
Welding
Structural Concrete
Based on personal observation, inspection and reports reviewed by me for the above project, I attest on behalf
of ACS that work was performed to the best of my knowledge, in accordance with approved plans,
specifications, and the applicable codes and standards for the jurisdiction.
Approved by:
ta 4v�. --
Bob Brown /President
BB /sa
Proud to be Nationally Accredited by ■ International Accrediting Service
ACCREDITED
RECEIV
0 L J 1 2 2010 7409 SW Tech Center Dr, Ste. 145
.,....r,. CITY OF TIGARD Tigard OR 47223
BUILDING Inspect N 7409
503-443-3799 Fax: r, 503-620-2748
iO3.443.V99 Special Inspection
Final Report
Date: 10 -7 -10 Job # 10 - 3075
Permit # BUP 2010 -130
Mail To: Project : , ..
PLEGER -HENRY H & M WASHINGTON SQUARE
ARCHTECTURE,LLC SPECIAL INSPECTIONS
15640 N 7TH ST, SUITE B9 9524 SW WASHINGTON SQUARE RD
PHOENIX, AX 85022 SUITE H08 -W20 •
TIGARD, OR
To Whom It May Concem:
ACS Testing, Inc. attests that their inspectors performed special inspection(s) on a continuous and/or
Periodic basis as required by the specific jurisdiction and/or IBC. Special inspection(s) were performed
For the following:
Proprietary Anchors
Structural Steel
Structural Concrete
Based on personal observation, inspection and reports reviewed by me for the above project, I attest on behalf
of ACS that work was performed to the best of my knowledge, in accordance with approved plans,
specifications, and the applicable codes and standards for the jurisdiction.
-tife OVA--
Approved by:
Bob Brown/President
BB/sa
FAS
Proud to be Nationally Accredited by International Accrediting Service
ACCREDITED
ACS Testuu. Inc
7409 SW feel) Center Dr.. Suite 145
ea
td. OR 97223
Phone 503-443-3799 Poy. 503 -6 :0 -2748
"' SPECIAL INSPECTION REPORT
Job # 10 -3075
503.443.3799 Date: Sep 8,2010 Permit # BUP 2010 -130
Mail To : Project :
PLEGER -HENRY ARCHTECTURE,LLC I H & M WASHINGTON SQUARE
15640 N 7TH ST, SUITE B9 SPECIAL INSPECTIONS
PHOENIX, AX 85022 9524 SW WASHINGTON SQUARE RD
SUITE H08 -W20
TIGARD, OR
Field Inspection: Inspector: Mark Powell OBOA 403
Inspected in progress and completed structural steel framing of second floor framing. Brace frame gusset to column
and base plate and high strength steel tube at 38,4 from CC to DD, FF from 36 to 38, line 36 CC to DD. line AA
from 36 to 36.7. All interior high strength steel new columns to base plates. All column base plates fully grouted.
Stair riser and columns to riser. Stair landing decking to riser for stair assembly at grid 36 and C. Perimeter angle
and deck reinforcement at openings. Brace frame braces detail 6 on S4.0. Sampled and tested A325 Lejeune bolts
installed in framing per AISC upper and lower wide flange beam cantilever connections at grid 37.7 AA and CC,
grid 37 at AA perimeter bent plate. High roof framing rooftop unit roof deck angle and joist reinforcement for sheet
S3.1. All completed welds are acceptable profiles per AWS D1.1. Top plate connection per detail 6 on S2.1
completed at 37 and AA only.
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 VN Date:
re
BB/
CC:
Tim Pleger. Tomomi Marzan. Dan Nelson, Rich Boyer