Plans (589) AA /- \/-\ I elghaa associate; iac.
R : 4 2006
ENGINEERING
CITY OF T IGARD
BUILDING DIVIS!CNl
Response to City of Tigard Plan Review Comments
Tigard Triangle Commons Building One
Permit Number: BUP2006 -00206
AAI Project No.: A05224.01
The following responds to the Structural Engineering plan review comments provided by Ray
Miller of Miller Consulting Engineers on behalf of the City of Tigard. The response numbers
correspond to the plan review item numbers with the necessary references to the drawings,
calculations and the attached supplementary calculations and materials, referred to as the
Response Package.
Item 6: Periodic Inspections are described in Program Note 6: Definitions, B. A
description of the Periodic Inspection requirements for each material has been
added in the Remarks column of the Special Inspection Program on Sheet S1.0.
Item 19: The detail references in the notes of Details 16/S3.2 and 17/S3.2 are revised on
the resubmitted Permit Set of drawings. These details no longer reference details
on Sheet S5.5.
Item 28: For Detail 1/S5.3, the 6 -bolt connection per Detail 1 /S5.1 designates a 5/16 -inch
fillet weld to the embed plate. For Detail 3/S5.3, the 4 -bolt connection per Detail
1/S5.1 designates a 5/16 -inch fillet weld to the embed plate. A 5/16" fillet weld
symbol is added to Detail 1/S5.3 and Detail 3/S5.3 for clarity. The calculations
that verify the capacity of these welds to carry the design loads were provided in
the previous Response Package.
Item 33: A 5/16" fillet weld symbol is added to connect the shear tab plate to the column
faceplate. The calculations that verify the capacity of the connection are
provided on Sheets D -18 through D -20 of the Permit Calculation Package.
Please contact me if you have any questions regarding these responses to your plan review
comments.
Sincerel ,
Wet)
Steve Young, SE
Pro' ; t Mana.er
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j
•
R •rd Amodeo, S
Principal
4875 SW Griffith Drive !Suite 3001 Beaverton, OR 197005
• 503.620.30301 tel 503.620.5539 1 fax w w w . a a i e n g. c o m