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RECEIVED
DEC 8 20
December 5, 2011
CITY OF TIGARD
BUILDING DIVISION
Mr. Bryan Boggs
PDMS Design Group
3100 East Randol Mill Road
Arlington, TX 76011
RE: Plan Review Comments
Buckle Tenant Improvement — Washington Square
Permit No. BUP2011 -00200
Dear Bryan,
This letter is in response to the Plan Review Comments, dated October 3, 2011. This letter follows the same order
as the Plan Review and incorporates the revisions to the storefront framing. For your convenience, we have
r - included the reviewer's comments in italics followed by our response.
RESPONSES TO PLAN REVIEW
1. Provide calculations and construction details (including seismic bracing details for non full height partitions) for
all walls and ceiling bracing. Note: The roof structure may be approximately 30' above the finished floor.
OSSC 106.1
KPFF Response: See the attached sketch SK -16 for construction details of the partition walls and bracing.
See the attached calculation page PR -16 that verify the adequacy of the partition walls and bracing.
2. Please provide calculations and construction details for the soffits and storefront construction. Every structure,
and portion thereof, including non structural components that are permanently attached to structures and their
supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in
accordance with ASCE 7 as modified by Section 1613.7. The seismic design category for a structure is
permitted to be determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
KPFF Response: See the attached sketches SK -1A thru SK -15 for construction details for the soffits and
storefront. See the attached calculations PR -01 Thru PR -15 that verify the adequacy of the soffit and the
storefront.
117 SW Fifth Avenue, Suite 2500 Portland, Oregon 9 7204 -3 628 (503) 227 -3251 Fax (503) 227 -7980
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Mr. Bryan Boggs
PDMS Design Group
RE: Plan Review Comments
Buckle Tenant Improvement — Washington Square
Permit "No. BUP2011 -00200
December 5, 2011
Page 2 of 2
3. Please submit plans and calculations for steel storage racks that comply with the design requirements of
ASCE7 (15.5.3).
KPFF Response: See the attached sketch SK -17 for the construction detail of the steel storage rack
anchorage. See the attached calculation PR -17 that verifies the adequacy of the steel storage rack
anchorage.
If you have any questions or require further information, please call me.
Sincerely,
Ian K. Eikanas, P.E., S.E., LEED AP
1, SM•IKE kw
211599/plan review 12.05-11 docx
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