Correspondence I
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' August 24, 1995 , r `, CITY OF TIGARD
� OREGON
11/c /45
MPR Architects ,' /� q I 1 j ' - )-r" ( 57,1e sfi
9150 SW Pioneer Court "T" f ., n ' -
Wilsonville, OR 97070 a` 01,
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Re: Tigard Promenade "Site" % . ; ley
PC7 -71C SIT95 -0024 ��� r, j /a----
The plans submitted for a site permit have • -- viewed for
conformity to the applicable codes. -ubmit four 4 •opies of Z
revised plans incorporating the following requirements: Al a
'NCG u e% i `/ R JA -
Site
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( Complete the enclosed soil special inspection form and return
to this office. Copies of all special inspection reports
shall be filed with this office continually during
construction and a final signed report submitted by the soils
engineer prior to construction of buildings [OSSC, Appendix
7015 (a) (b) ] .
2. Sizing of all storm drain piping shall be determined by UPSC
0
Table 14 -2. If an engineered system is to be used in lieu of
Table 14 -2, two sets of stamped plans and the hydrodynamic
calculation must be submitted for review and approval.
J P Specify locations of fire hydrants in the vicinity of Building
A.
11410 The 2 1/2" domestic water line as it enters Building B is
labeled 8" D.F.
6 5. What size is the domestic water line serving Building A?
The retaining walls shall be designed by an engineer licensed
C) to do business in Oregon. Provide the engineer's calculations
and specifications.
Energy
k 1. Submit a completed Form 2a (Summary sheet) from an Energy Code
Compliance Manual (Revised January 1993). Include relevant
compliance forms and documentation.
2. Submit completed Forms 5a, 5b, 5c, and 5d from an Energy Code
Compliance Manual (Revised January 1993). These forms must be
provided prior to occupancy.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
1
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MPR Architects
August 24, 1995
Pg. 2
3. For slab -on -grade floors, the perimeter of the floor shall be
insulated with a thermal resistant material, no less than R -4.
The insulation shall extend downward from the top to the
bottom of the thickened slab (footing) [Section 5303(d)4].
Accessibility e d
Gyro, ► ,,-- --
� �d L 1 . Drinking fountains are required. One shall be mounted at
tJ �ti standard height and one mounted to be accessible for persons
with disabilities [Section 3108(d) and Table 5 -E].
pc / ) 2 Curb ramps shall not extend into the parking space or aisle as
shown in 13 /SA -2 and 12 /SA -2 [ORS 447.233 -3] . jp` /.e }c + ;e Pe),$,I
Pk lt'c.'_ 4)i7/47 );J7
Fire and Life Safety
1. The handrail in illustration 6/C -5 shall have intermediate
rails spaced so that a 4" sphere cannot pass through [OSSC,
Section 1712(a)].
0 2. The east wall of Building C parallel to the west wall of
Building B (at the loading dock) shall be of 1 -hour fire
resistive construction. The allowable area of Building B is
limited to approximately 55,800 square feet.
3. The placement of a fuel tank (key note 45) is unclear.
Provide plans and an application for separate permit.
tructural
/ ) Provide illustration 11 /C - 5.
po Complete the enclosed structural special inspection form and
return to this office. Copies of all special inspection
reports shall be filed with this office continually during
construction and a final signed report submitted prior to
occupancy [OSSC, Section 306 -C].
Sprinklers
1. Submit plans of sprinkler design with calculations prior to
fabrication or installation.
2. The sprinkler system riser where it passes through a concrete
slab floor shall be provided with a clearance of 2" around the
piping [NFPA 13, Section 3- 10.3.4]
MPR Architects •
August 24, 1995
Pg. 3
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The sprinkler and fire hydrant piping is charged by the F.D.
Contact Gene Birchill, Tualatin Fire District, 526 -2502
. Z ? 4C
Please provide the total are footage of impervious area --
entire site. The -rea shall Inc u.-, •• - imite. to,, the
parking lot, sidewalk, building roof area and graveled areas.
If you need to discuss any of these items, please feel free to
call.
Sincerely,
.. j/ f � /
James Funk
Plans Examiner