Correspondence 4 ii / ?' C1Z7-090
I II
CENTREX CONSTRUCTION
INCORPORATED
City of Tigard March 18, 1998
13125 SW Hall Blvd.
Tigard, OR 97223
Reference: Knez Building Materials Building Plan Review
8185 SW Hunziker Road
PC #: 2-51c BUP #: 98 -0090
Occupancy: S2 Construction: 2N
Occupant Load: 157
Please find listed below responses to the comments noted in your letter of March 16, 1998.
E G Y COMPLIANCE
. This is an unheated, dry sprinkled, materials storage warehouse. However, Energy compliance forms as
noted will be provided this week.
ACCESSIBILITY
1. The building is a materials storage warehouse with no restroom facilities available to either public or
Oct mployees. Restrooms are accessible in the building adjacent. Construction of restrooms is not being
UU considered for this facility.
7 No employee break rooms will be provided within this facility.
,3 No counter in this facility
ir No showers in this facility.
FIRE AND LIFE SAFETY
/1! One additional man door per your letter will be provide in the East Wall, see "Delta 3" on attached plan.
2. Fire extinguishers per your letter will be provided, see "Delta 3" on attached plans.
e�/ Door Schedule included on page 3 of 6 enclosed.
Lighted exit signs will be provided.
Knox key box will be provided as requested.
STRUCTURAL
1. Liquefaction test was performed March 16, 1998,
A. Report is in process.
2. Foundation design based on Carlson Testing report 1/29/98, see enclosed.
3. Not applicable
4. Bolt tightening and field welding inspections will be required.
A. Carlson Testing will conduct the inspections.
B. The enclosed inspection form has been signed by the Owner of the project.
C. Procedures 1 -3 will be accomplished.
5. Foundation design calculations with original seal are enclosed.
6. Pacific Building Systems' drawings with original seal are enclosed.
Respectfully;
CENTREX CO STRUCTION, INC.
V.,,,,,p...ts, Nib
lb
Russ Langbehn; Estimat •0
Attachments KnezAdd CityTigard 0090
8250 S.W. HUNZIKER RD. IS TIGARD, OREGON 97223 -5060 • TELEPHONE (503) 684 -0443 • FAX (503) 620 -6692
.4,4100 i i
March' 16, 1998 'i''
CITY OF :'
1
Centrex Construction Inc. TI • D
8250 SW Hunziker Road OREGON
j Tigard, OR 97223
RE: Knez Building Materials Building Plan Review
8185 SW Hunziker
PC #: 2-51c BUP #: 98 -0090
Occupancy: S2 Construction: 2N
Occupant Load: 157
Submittal documents for the above referenced project have been reviewed for
conformance with the applicable 1996 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
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1 Submit completed Energy Compliance Forms 2a, 3a, 3b, 4a through 4j, and 5a
o / through 5c from the April 1, 1996 Revised Oregon Energy Code.
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1. Provide one (1) male, and one (1) female bathroom to include one (1) lavatory in
7 6r each bathroom. Bathrooms shall comply with OSSC, Section 1109.10. (OSSC,
Appendix Chapter 29) Provide details.
Employee break rooms if utilized in your project, shall comply with OSSC
1109.11. Provide details.
t.)V
; Counters if utilized in your reception area, shall comply with OSSC, Section
QV 1109.23.2.
Showers if utilized, shall comply with OSSC, Section 1109.10.10. Provide
details.
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:FIR AND LIFE SAFE�� ; � a.� s , N . t „ t trkASe ;; M
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The travel distance exceeds that allowed in OSSC, Section 1003.4. Provide an
o- 9 additional minimum size 3" x 6'8" door, so that the travel distance does not
exceed 2 ®® feet. Provide details.
Di y y9 Provide Type 2 -A fire extinguishers throughout so that the travel distance to an
extinguisher does not exceed 75 feet [UFC Std. 10 -1 3.2.1].
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
Knez Building Materials Building Plan Review
• PC#: 2-51c BUP#: 98-0090
Page #2
The revised plans shall include a door and hardware schedule. Include a glazing
G schedule when fire -rated glazing is required.
When two or more exits are required, internally lighted exits signs shall be
provided [OSSC, Section 1013]. Clearly indicate sign locations on the electrical
floor plan and provide that E sheet in the revised plans.
A. Provide secondary power to one lamp in each fixture [OSSC, Section
1013.4].
B. Exit signs shall incorporate an internally illuminated international symbol
of access [OSSC, Section 1108.4.12.1]. Provide specifications in
accordance with OSSC, Section 1109.15.6 within the revised plans.
Provide a key box (Knox) mounted to the exterior wall 10' above finish grade and
� `
L adjacent to the right side of the main entry door. The box shall contain keys to
gain access as required by the Fire Marshal [UFC 902.4]. If you have any
questions regarding this requirement, please contact the Fire Marshal at 526-
2502.
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2/
In Seismic Zone 3 the potential for seismically- induced soil liquefaction and soil
instability shall be evaluated [OSSC, Section 1804.2].
A. Provide a geotechnical report assessing the potential consequences in
accordance with OSSC, Section 1804.5.
2. Drawing S -1 -. Provide details on what soil bearing capacity the foundation
design was based on.
3. Multilevel roofs, lower roofs and decks of adjacent structures and roofs adjacent
to projections shall be designed for snowdrift loads in accordance with OSSC,
I Appendix 16, Section 1641, and eave overhanging roof structures shall be
b` designed in accordance with OSSC, Appendix 16, Section 1640.
A. Provide the engineer's calculations for drifting snow.
4. When special inspection is required by OSSC, Section 1701, the architect or
engineer of record shall prepare an inspection program which shall be submitted
for approval prior to a building permit being issued [OSSC, Section 106.3.5].
A. Submit an inspection program designating the work requiring special
inspection, and the agency who will be responsible for conducting the
inspections [OSSC, Section 106.3.5].
Knei Building Materials Building Plan Review
PC #: 2-51c BU P #: 98 -0090
Page #3
B. Complete the enclosed Structural Special Inspection form designating an
Approved Testing Laboratory [Line B] and signed by the owner of the
project [Line D].
i. The completed form must be returned to this office before a
building permit can be issued.
ii. Copies of all special inspection reports shall be filed with this
office continually during construction.
iii. A final signed report must be on file before the occupancy permit
will be issued [OSSC, Section 1701.3].
5. Provide one set of foundation design calculations and Drawing S -1 with an
original seal of the design engineer.
6. Provide one set of Pacific Building Systems drawings with an original seal of the
design engineer.
Please submit two copies of revised submittal documents plus #5 and #6 above and a
letter indicating your response to the above comments for review. Please call me at
(503) 639 -4171 if you have any questions.
4 6,2,141,40
Sincerely,
ert Poskin, CBO
SENIOR PLANS EXAMINER
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