Correspondence FILE COPY
July 15, 2003
CITY OF TIGARD
TRT ENGINEERING, INC OREGON
2636 S.E. Market Street
Portland, OR 97214
RE: B.A.P.S. TEMPLE
Project Information
Site Permit: SIT2003 -00002 Construction Type: V - 1HR
Tenant Name: B.A.P.S. Temple Occupancy Type: A2.1
Add,ress: 11365 SW Tigard Street Occupant Load: NA
Area: 19,690 Sq Ft Stories: 2
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC)
1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999
edition. The submitted plans are approved subject to the following.
Components and details for the new fire service lines and hydrant do not appear on
the revised plans. The items are as follows and are being considered as deferred
submittals:
• Fire Hydrant Assembly
• Thrust Blocking Details
• Equipment Cut Sheets for valves in the vault.
Deferred submittals can be charged a minimum $200.00 fee
GENERAL REQUIREMENTS
1. Special Inspection: Special inspection is required for the Keystone Retaining Wall
System. The special inspection agency of record shall furnish inspection reports to
the Engineer of Record, Briggs Engineering Inc., 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. 1701.3 OSSC
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
EROSION
• Erosion control measures shall be in place prior to excavation or grading.
FIRE •
• The private fire service main shall be at least 30 inches below grade.
• _The private fire service main shall be flushed thoroughly before connection to the
system Hydrants in order to remove foreign materials that might have entered the
main during the course the installation.
• All piping shall be inspected prior to backfill.
ACCESSIBILITY
• Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in
20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50
units horizontal (2% slope).
• Accessible parking spaces, access aisles and accessible route to public way shall be
sloped as indicated on sheet 2/5
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
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
only for compliance with Chapter 11 of the OSSC which may not include all of the
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requirements of the ADA.
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.
Respect
Tian
Senn /.. s Examiner
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FILE COPY
April 29, 2003
ti
TRT ENGINEERING, INC ®REG4)N
2636 S.E. Market Street
Portland, OR 97214
RE: B.A.P.S. TEMPLE
Project Information
Site Permit: SIT2003 -00002 Construction Type: V - 1HR
Tenant Name: B.A.P.S. Temple Occupancy Type: A2.1
Address: 11365 SW Tigard Street Occupant Load: NA
Area: 19,690 Sq Ft Stories: 2
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC)
1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999
edition. The submitted plans have been reviewed and the following information is required
prior to the issuance of a Site Permit:
FIRE REVIEW
1. The building will require fire sprinklers. The site plans need to reflect all issues
regarding site utilities. Provide details for hydrants, vaults, equipment in vaults, Fire
Department Connection (FDC), Piping sizes and materials, thrust blocking etc.
2. A fire hydrant is required to be on the same side of the street as the Fire Department
Connection. A Fire Hydrant will be required on the project site within 70 feet of
the FDC. The hydrant shall be capable of producing the minimum fire flow required
for the building which is 2500 Gallons per Minute.
RETAINING WALLS
3. A retaining wall is shown at the North and East side of the project. The wall is noted
as being modular concrete block and 8 feet tall in some locations therefore requiring
an engineered design. Submit engineering. FYI Geogrid type retaining mat will not
be permitted to cross the property line.
4. Drainage for retaining walls shall be shown on the plans including the connection to
an approved point of discharge. Show piping slope, size, material and backwater
valves if required by code.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
ACCESSIBILTY
5. The accessible route that connects to the public way at the East side of the property
exceeds the 1 unit vertical in 20 units horizontal slope required by section1103.2.4.3.
The sidewalk extending to the West does not connect to the public way. An
accessible route is required. Revise plans to show a complying route.
6. Accessible parking access aisles appear to have curbs in front of them. The curb
would constitute an architectural barrier. Provide curb cut type ramps or any other
method approved by the code for accessible access aisle.
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 an.,, -d cessing the documents.
Resp y
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Br '. Blalock,
Senior Plans Examiner
Cc: R.R. `Rocky' Towle Architect