Correspondence 95 73 6- 4 -# 0 .z0//- 2 (0 /
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PAUL J. FORD AND COMPANY l'! C OF TIG�
STRUCTURAL ENGINEERS b ARD
250 East Broad Street • Suite 500 • Columbus, Ohio 43215 JAN 3 j
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January 24, 2012 CITY
BUILDING DIVIS ION
Shremshock Architects
6130 Sunbury Road
Suite 100
Columbus, OH 43081
Attn: Dennis Richard
Re: Washington Square Limited
Tigard, Oregon
Response to Building Department Comments
Building Permit No. BUP2010 -00261
(PJF Job No. A35011 -0084)
Dear Dennis:
We have reviewed the attached Building Department Comments dated December 20, 2011, and offer
the following response (Only Comments 2 and 3 are the responsibility of Paul J. Ford and Company):
Response to Comments 2 and 3. Structural Calculations for the storefront framing and interior
partitions are enclosed. The Plans, Sections and Details shown on the architectural and structural
drawings have been revised to reflect the metal framing design required by the structural calculations.
Please let us know if you have any questions.
Sincerely,
PAUL J. FORD AND COMPAN
Q.pt
Gregory D. Klapheke, P.E.
Department Manager
rs
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 •
December 20, 2011
RE: TENANT IMPROVEMENT
Project Information
Building Permit: BUP2010 -00261 Construction Type: 2 -B
Address: 9573 SW Washington Sq. Occupancy Type: M
Area: 5506 Sq. Ft. Stories: 1
Name: The Limited Sprinklers: Yes
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2010 edition; 2010 Oregon Fire Code. Please respond to conditions below.
1) Construction requirements for suspended ceiling systems are found in the
Oregon Building Codes Division website under Statewide Code
Interpretations dated 4/20/2007. (see interpretations {structural} at
>. www.bcd.oregon.gov)
PJF 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
PJF 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. The seismic design category for a structure is permitted to be
determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
plpp 4) Please submit plans and calculations for steel storage racks that comply with
the design requirements of ASCE7 (15.5.3).
GC/ 5) Please provide a permit valuation based on the total work being performed.
LTD 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 detailedestimates 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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SHREMSHOCK
Architects & Engineers
6130 S. Sunbury Rd.
Westerville, OH 43081
t 614 545 4550
888 373 4130
f 614 545 4555
www.shremshock.com
REVISION DOCUMENT
PROJECT BULLETIN No. 1 01/23/2012
The Limited
Washington Square
Store #800
9585 S.W. Washington Square Rd.
Tigard, OR 97223
ARCH PROJECT No.: 110645.801
To the Contractor:
This bulletin, issued after the execution of the contract, describes proposed revisions of the
contract documents and requests from contractor the amount of change, if any, in contract
sum to accomplish the work described. It is assumed no change in contract time will be
necessary unless contractor submits written request for time extension, including
justification, with his proposal for work described in this bulletin.
Except, as otherwise described herein, or as shown on drawings issued with this, current
contract documents apply to proposed work.
This bulletin is not an order to do work. After receipt and review of the proposal requested, a
change order will be issued to authorize execution of the work, or portion thereof, if the
owner so directs.
REASON FOR REVISION: Building Department Comments
Submit proposals for the change described herein on Contractor's letterhead. List each item
individually as listed below.
DRAWINGS INCLUDED WITH THIS BULLETIN:
DRAWING REVISION PROPOSALS: A00.0, A04.1, A10.1, A10.2, A10.3 & Al2.1
A00.0 - COVERSHEET
• Revised sheet index.
A04.1 — REFLECTED LIGHTING PLAN
• Added Suspended Ceiling Note
A10.1 — HANGBAR WALL DETAILS
• Revised details K -1 and L per structural engineer changes
A10.2 — FIXED SHELF DETAILS
• Revised detail E -2 per structural engineer changes
A10.3 — CABINET DETAILS
• Revised details H and K per structural engineer changes
Al2.1 — PARTITION & FLOORING DETAILS
• Revised details A, B, J, and M per structural engineer changes
• Void details C and K
END OF REVISIONS
INITIALS: DGR
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SHREMSHOCK
Architects & Engineers
6130 S Sunbury Rd
Westerville, OH 43081
t 614 545 4550
888 373 4130
f 614 545 4555
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01/23/2012
State of Oregon
Structural Specialty Code Division
1535 Edgewater St. NW
Salem, OR 97304
513 - 718 -2436
Attn: Dan Nelson
Sr. Plans Examiner
RE: The Limited
Washington Square
Store #800
9573 SW Washington Square Rd
Portland, OR 97223
Permit #: BUP2010 -00261
• SAI Project No.: #11643.R01
Dear Mr. Nelson,
Itemized below are responses to the review comments, dated 12/20/2011:
1) Construction requirements for suspended ceiling systems are found in the
Oregon Building Codes Division website under Statewide Code Interpretations
dated 4/20/2007. (see interpretations( structural) at www.bcd.oregon.gov)
Response — Please refer to sheet A04.1. Note added directing the GC to comply with
NWCB Technical Bulletin (TB) 401 - Suspended Ceiling Systems
requirements
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
Response — Please refer to Structural Engineer BD response letter, revised structural
drawings, enclosed structural calculations and revised architectural details
A &B /Al2.1.
1
• 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. The seismic design category for a structure is permitted to be
determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
Response — Please refer to Structural Engineer BD response letter, revised structural
drawings and the following revised architectural details:
• A10.1 — details K -1 and L
• A10.2 — detail E -2
• A10.3 — details H and K
4) Please submit plans and calculations for steel storage racks that comply with the
design requirements of ASCE7 (15.5.3).
Response — Please refer to the enclosed non -sales storage rack shop drawings and
calculations.
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.
Response — Below are the values received from the awarded General Contractor:
• Electrical $37,000
• Gas $0
• Mechanical $16,969
• Plumbing equipment $6,500
• Flooring $13,205
• Ceilings $15,500
• Total $328,037.00
Please do not hesitate in contacting me should you have any questions or concerns.
Sincerely,
Dennis G Richard
Shremshock Architects, Inc.
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