Correspondence (526) a
PAUL J. FORD AND COMPANY
S T R U C T U R A L E N G I N E E R S
250 East Broad Street • S uite 500 • Columbus, Ohio 43215
August 13, 2010
Shremshock Architects
6130 Sunbury Road
Suite 100
Columbus, OH 43081
Attn: Kathy McDonald
Re: Washington Square Express
Tigard, Oregon
II
Response to Building Department Comments
Building Permit No. BUP2010 -00157
(PJF job No. A35010 -0065)
Dear Kathy:
We have reviewed the attached Building Department Comments, and offer the following response:
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Comment 3. Storefront/ Soffit ,framing is shown on Drawings S01.0 and SO1.1. Storefront calculations
are enclosed.
Please let us know if you have questions.
Sincerely,
PAUL J. FORD AND COMPANY 4c0 Fs �Sj r e � N �� O K
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Gregory D. Klapheke, S.E. , � OREGON ,\
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Department Manager <! -$ ' ' ' ?O ,a
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COLUMBUS, OHIO • ATLANTA, GEORGIA • ORLANDO, FLORIDA
(614) 221 -6679 (404) 266 -2407 (407) 898 -9039
Fax (614) 221 -2540 Fax (404) 869 -4608 Fax (407) 897 -3662
• www.pjfweb.com •
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August 3, 2010
II
RE: TENANT IMPROVEMENT
Project Information
Building Permit: BUP2010 -00157 Construction Type: 2 -B
Address: 9669 SW Washington Sq. Occupancy Type: M
Area: 8338 Sq. Ft. Stories: 1
Name: Express Sprinklers: Yes
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2007 edition; 2007 Oregon Fire Code. Please respond to conditions below.
1) Construction requirements for suspended ceiling systems are found in the
Oregon BuildingCodes Division website under Statewide Code
Interpretations dated 4/20/2007. (see interpretations {structural} at
www.bcd.oregon.gov)
2) Provide calculations and construction details (including seismic bracing
details for non full height partitions) for all walls. Note: The roof structure
may be approximately 30' above the finished floor. OSSC 106.1
3) 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 1613.7.1The seismic design category for a structure is permitted to be
determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
4) Please submit plans and calculations for steel storage racks that comply with
the design requirements of ASCE7 (15.5.3).
5) Please provide a permit valuation based on the total work being performed.
Permit valuations shall include total value of work, including materials and
labor, for which the permit is being issued, such as electrical, gas,
mechanical, plumbing equipment, flooring, ceilings and any fixture attached to
the building. If, in the opinion of the building official, the valuation is
underestimated , 'on the application, the permit shall be denied, unless the
applicant can show detailed estimates to meet the approval of the building
official. Final building permit valuation shall be set by the building official.
When responding, provide an itemized letter stating in what way each numbered
issue has been addressed in the revision.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City
of Tigard in tracking and processing the documents.
Respectfully,
Dan Nelson
Senior Plans Examiner
(503) 718 -2436
dann @tigard - or.gov
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