Correspondence As/144
u September 21, 2005 1
CITY OF TIGARD
Jeffery Strockbine OREGON
Olympic Associates Company
`+ 701 Dexter Avenue North, Suite # 301
Seattle, WA 98109
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Project Information
Building Permit: BUP2005 -00450 Occupancy Type: B
Tenant Name: Washignton Square Starbucks Construction Type: 1IB
Address: 9359 SW Washington Square Road Occupant Load: 43
Area: 1,572 Sq Ft Stories: 1
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC)
2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition. The submitted plans are
approved subject to the following conditions.
1. All exit doors shall be openable from the inside without the use of a key or any
special knowledge or effort. 1008.1.8 OSSC
2. The main exit shall be provided with signage indicating "THIS DOOR MUST
REMAIN UNLOCKED DURING BUSINESS HOURS" Section 1008.1.8.3 OSSC
3. The means of egress shall be provided with illumination of not less than 1 foot candle
at the floor level anytime the building is occupied. 1006.2 OSSC
Special Inspection: Special inspection is required for Expansion Anchors, Epoxy Anchors
& Site Welding. The special inspection agency of record shall furnish inspection reports to
the Engineer of Record, Marshall R. PiHL, the General Contractor and the City of Tigard,
Building Division, attention Hap Watkins. All discrepancies shall be brought to the
immediate attention of the general contractor for correction. The special inspector shall
submit a final signed report stating whether the work requiring special inspection was, to the
best of the inspector's knowledge, in conformance with the approved plans and specifications
and the applicable workmanship provisions of the code. 1704.1.2 OSSC
FYI Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings,
etc, will be charged a deferred submittal fee based on the valuation of the portion of
the work being deferred. The minimum fee shall be $200.00.
American with Disabilities Act (ADA): It shall be the responsibility of the Architect,
Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA
requirements for the structure. The City of Tigard reviews the plans and inspects the structure
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
only for compliance with Chapter 11 of the OSSC which may not include all of the
' requirements of the ADA.
Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall
be maintained on the jobsite. The plans shall be available to the Building Division inspectors
throughout all phases of construction. 106.4.2 OSSC
. Certificate of Occupancy: No building or structure shall be used or occupied until the
Building Official has issued a certificate of occupancy 109.1 OSSC
Premises Identification: Approved numbers or addresses shall be provided for all new
buildings in such a position as to be plainly visible and legible from the street or road
fronting the property.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of
Tigard in tracking and processing the documents.
Res
rian : : ock,
Se I ' • r Plans Examiner
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tri �$� PeyCon•1Um11.1 & ASSOCIanti
95 TOW11 & Country Road Phnne: 714-2454830
'170'.:'; Orange, CA FAX: 714.245.9933
Wieeu eclat DP0A032359@aol.com
Thursday, March 18, 2004
Eric Warnat
Bestworth - Rommel
19818 74th Ave. NE
Arlington, WA 98223
Dear Eric:
We have reviewed the Starbucks decorative ceiling structure as
requested. The purpose of the review was to ascertain the capacity of the
system and its ability to carry the weight of electrical fixtures. A
summary of our review follows:
The structure is 12' -6" wide by 28' -0" long. It is composed of seven, 4
foot wide ACM panels that are supported along the 12' -6" edges by curved
aluminum extrusions. The extrusions are then supported every 3 feet by
wires attached to the roof structure.
The shipping weight of the entire assembly was reported to be 341
pounds or a total distributed weight of about 1 psf. If we assume another
341 pounds for light fixtures, etc., then our total weight would be about 2
psf. Per UBC Section 2504.3 the hangers specified in Table 25 -A are to be
used in suspending ceilings. These hangers are valid for ceiling
assemblies weighing up to 10 psf. Since this ceiling assembly is
substantially less than 10 psf, we are of the opinion that the standard
hangers specified in Table 25 -A are more than adequate to suspend this
ceiling and the associated electrical fixtures. V
Please contact me if you require any POI er inforrriation.
Yla
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David Peyton C/ VnJ
Structural Engineer r`v
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