Report (613) I \ i
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June 18, 199 ,„,,,,,,„„o,
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CITY OF TIG
LRS Architects OREGON
1121 SW Salmon #100
Portland, OR 97205
RE: Tigard Corporate Center Building Plan Review
12123 SW 69th
PC #: 5 -79c BUP #: 99- 232,233,234 .
Submittal documents for the above referenced project have been reviewed for conformance with
the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The
following comments are noted:
I ACCESSIBILITY '
1. Drawing A0.2 — Your plans indicate exits 106B and 117B are not accessible. Your
explanation states that OSSC, Section 1106.2.4, Exception 1 applies.
I disagree. Section 1106.2.4 has nothing to do with ADA requirements pertaining to 106B
and 117B. OSSC, Section 1102 "Accessible Exit" applies, and the code requires all exits
be accessible, and connected to an accessible route.
In previous discussions with your firm, the city agreed on Building A, that an area of
rescue assistance as an alternate for exit 117B. The reasoning for approving this
alternate was for grade problems not created by your client.
Revise your drawings accordingly.
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'STRUCTURAL
1. Your structural calculations appear not to have considered P -Delta on your columns.
Provide details, OSSC, Section 1630.1.3.
2. Provide special inspection testing agency on the enclosed form. Please return to this
writer.
Please provide revised drawings as follows:
a) 2 sets architectural /structural with Building A showing additional rescue
assistance area.
Please call me at (503) 639 -4171 if you have any questions.
Sincerely,
ob rt Poskin, CBO
SENIOR PLANS EXAMINER
i:lbldglptmsyMbup99232.doe
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
CITY OF TIGARD
A Program for Inspection Services and/or Material Testing
Date: 6 /t ,19_
99 —eoz3Z
City of Tigard: Plan Ck. No. Bup No. 44 Sit No.
Project Title: Tr v) (ma es—r Address 1-74 sw 494A ( 8 :c , " 4 'IV a,`
Architect of Record L12-6 Ph. 22-1 - t 2
address: tI Z/ st) s.4(.6,„ 'too
Structural Engineer of Record: m Ph. 2zt - 4
address: 3133 S"' K,EU - iio Qom-»
Geo- Technical Engineer of Record: Ph.
address:
Provide the following information for the testing agency chosen to provide inspection services and/or testing.
Testing Agency: Ph. Fax.
address
Geo- Technical Agency: Ph. Fax.
address
The owner certifies that the above noted Agency has been employed to conduct the
special inspections or observations required herein.
Signature of Owner Phone No. Date
Print name Company name
The following is a list of special inspection and/or services required by the 1996 Oregon
Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040.
The special inspections and/or.testing services required for this project to be provided by the Testing
Agency, Structural Engineer or Geo- Technical Engineer of Record are as follows:
• Special Inspectors for the Testing Agency shall be qualified, to the satisfaction of
the Building Official, for inspections of the particular type of construction or operation.
• Special inspectors shall observe the work assigned herein for conformance with the
approved plans and specifications and, submit copies of all inspection reports and, a
final signed report in accordance with OSSC, Section 1701.3 to the building official.
PECIAL INSPECTION AND MATERIALS TESTING PROGRAM
IUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION ADEN
Grading and Subgrade Compaction Ref. Project Specifications C Geotechnical
Footing Excavation and Compaction C Geotechnical
Footing Formwork and Reinforcement C Engineer
INCRETE:
lacement of Reinforcing Steel for Slab —on —Grade P Engineer
'Iacement of Reinforcing Steel for Elevated Floor Slobs P Engineer
'lacement of Reinforcing Steel for Reinforced Wall Panels P Engineer
'lacing of Concrete for Reinforced Slab —on —Grade C Testing Lab
'lacing of Concrete for Elevated Floor Slabs C Testing Lab
'lacing of Concrete for Reinforced Wall Panels C Testing Lab
test Cylinders for Concrete over 2500 psi C Testing Lab
nstallotion and Concrete Placement for Testing Lab
:ast Anchor Bolts and Embedment Plates g
Drilled —in Adhesive Anchors, Rods and Dowels Shall er ICBO Evaluation Re port
3e continuously inspected during installation P P C Testing Lab
Drilled —in Expansion /Wedge Anchors in Concrete per ICBO Evaluation Report C Testing Lab
RUCTURAL WELDING AND HIGH — STRENGTH BOLTING:
Single Pass Fillet Welds 5/16" and smaller P Testing Lab
Fillet Welds larger than 5/16" C Testing Lab
Jltrasonic Testing Full— Penetration Welds at Provide Non — destructive
Moment —Frame and Braced —Frame Connections, Testing per OSSC 1703 C Testing Lab
and Field Welded Applications in Seismic Zones 3 & 4
Metal Deck Welding and Welded Stud Installation P Testing Lab
Welding of Reinforcing Steel per U.B.C. 1701.5.3 C Testing Lab
Welding A706 Reinforcing Steel for Embed Plates
3ar Larger than #5 C Testing Lab
fielding A706 Reinforcing Steel for Embed Plates
3ar #5 and Smaller P Testing Lab
-Ugh Strength A325N(X) and A490N(X) Bolt installation P Testing Lab
;Snug Contact of Plys) 9
PROVED FABRICATORS:
:ertificate of Compliance must be Submitted for All
Dffsite Fabrication such as Structural Steel, Glu —lams C Testing Lab
and Pre —cast Concrete, Etcetra
RUCTURAL OBSERVATION:
See 'Structural Observation Notes This Sheet
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