Correspondence COLAMETTE CONST.CO. Fax :503-625-1945 Jul 29 '99 11 :12 P. 01
G vl 1 1`19 — tYribS)
• FAx TRANSMISSION
Colarnette Construction Company
13990 SW Galbreath Drive
Sherwood, Oregon 97140
(503) 625 -1625 fax (503) 625 -1945
• Email: kevin@colamette_com
To: City of Tigard Building Dept Date: July 29, 1999
Fax #: 684 -7297 Pages: Attention: Bob Poskin
From: Kevin Holznlund Job 9906
Subject: KingCity Office Bld.
COMMENTS : Bob
You will find a copy of an exhibit from the title report that clarifies the use of the casement.
Please review this document and let us know if this answers your question about the use of the
street,
Thank You
•
COLRMETTE CONST.CO. Fax:503- 625 -1945 Jul 29 '99 11 12 P. 02
-1999 11:12 - ..._... ._. _... -
Order No. 665098
. 4 181T "A°
The following described tract of land being in the Southwest one-quarter of Section le , Township
2 South. Rangri 1 West, of the Willamette Mead : n, in the City of Kng City, County of Washingt' and State
of Oregon:
Beginning at the most Easterly comer of Lot 1 Block 5, of the duty recorded plat of KING NO. 2, as
recorded In Plat Book 23, page 20 Washingt n County Plat Records; thence South 31°32' ' ° East 65.78
feet; thence South 66°10'00" East 31.24 feet; a ce South 23 °50'00 West 47.48 feet: thence - long the arc
of a 138.47 foot radius curve to the right having = central angle of 34 the chord of which •,: South
41 °08'45 West 92.42 feet (an arc distance of : =.68 feet): thence South 58 °27'30' West 138.00 feet; thence
North 31°32'317 West 73.00 feet to the Sout = : r1Y tine of Lot 6, Block 5, of said plat; • nce North
513°2730" East 138.00 feet to the most No ' . erfy corner of Lot 5, Block 5; thence North 31 32'30' West
70.00 feet to the most South and Westerly co .r of Lot 2, Block 5; thence North 58 Ea 100.00 feet
to the point of beginning.
TOGETHER WITH a 32 foot wide non easement to be used in common with others, e centerline
of which is described as follows:
ded
Beginning at a point located ae follows from t - most Easterly Washington 1, Block 5, Plat d . r recor
South
pplat 8
Of KING CITY NO.2. as recorded in Plat 23, page
31°32'30" East :65.78 feet and South C6°10'00 East 47.24 feet: being the true point of beg ing: thence
along the centerline of a 32.00 foot wide strip • lend being 16.00 feet on each side at said c arena when
measured at right angles thereto, South 23° ` 00 West 47 feet; thence along the arc of : 154.47 foot •
radius curve to the right having a central angle 34° 3730', the chord of which bears South 41 08'45' West
91.94 feet (an arc distance of 95.35 feet); the South 58 °2T30' West so.00 feet to the t: trios of this
easement.
TOGETHER WITH those easements for ingres and mn recorded contained in instrument 1984 a Fee •
• F bruary 9 ,
1981 as Fee No. 81004350 and modified by e
and in Instrument recorded September 15, 1 as Fee No. 83033816.
•
•
•
•
1 41 ) 1‘
•July 30, 1999 CITY OF TIGAR
•
T.M. Rippey, Engineers OREGON
7070 SW Fir Loop #100
Tigard, OR 97223
RE: Medak Office Bldg. (shell only) Building Plan Review
11725 SW Queen Elizabeth Site Plan Review
PC #: 7-41c / 7-45c BUP #: 99 -00324 SIT #: 99 -00051
. Submittal documents for the above referenced project have been reviewed for
conformance with the applicable 1998 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
SITE WORK
1. Provide a liquefaction potential and soil strength loss report (OSSC, Section
1804.1.1 and 1804.5),
4'ttp�'� r The proposed project site consists of more than one parcel of land. There shall
be no underlying land divisions unless the buildings are designed for location to
property lines. Provide a true copy of the recorded document describing the site
as one parcel.
COMMERCIAL BUILDINGS - REQUIRED FIRE FLOW: The required fire flow
1110 for the building shall be 2500 gallons per minute (GPM) at 20 psi. Hydrants shall
be flow tested in accordance with NFPA 291. Results shall be submitted to the
City of Tigard, Attn: Plans Examiner, 13125 SW Hall Blvd., Tigard, OR 97223,
on the form enclosed.
0- ", 4. UFC (TVFR) Appendix III.F — A building survey and plans shall be provided to
y / the fire department. Forward the attached survey when completed to include a
site plan and one set of architectural drawings to: Plans Examiner, City of
Tigard, 13125 SW Hall Blvd., Tigard, OR 97223.
I ENERGY CODE
1. Submit completed Energy Compliance Forms 2a, 3a, 3b, and 5a through 5c from
the April 1, 1996 Revised Oregon Energy Code.
FIRE AND LIFE SAFETY
(7 X Provide draft stops in accordance with OSSC, Section 708.3.1.2.2.
•
( .! Provide 38 square feet of attic ventilation, OSSC, Section 1505.3.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
•
'' Medak Office Bldg. (shell only) Building Plan Review
PC #: 7-41c / 7-45c BUP #: 99 -00324
Page #2
!STRUCTURAL I
eV Drawing S2 — Indicate on drawing the use of a 31/8 x 12 glu -lam at the ridge.
. Drawing S2 — Provide truss drawings.
O t ✓ Drawing S2 — Engineering calls for edge nailing at 3" o/c with 8d.
. Drawing S2 — Gridline 3 refers to detail 3/S2, this detail is not shown. Secondly,
77 your engineering shows sheathing the bottom cord with % plywood nailed w/ 8d
( @ 6" o /c, block edges, and the provisions of CMST 14 straps. Please show this
requirement on the plans.
I EROSION CONTROL
A copy of your approved erosion control permit will be required prior to issuance of .
permits by Tigard.
Please submit three copies of revised submittal documents and a letter indicating your
response to the above comments for review. Please call me at (503) 639-4171 if you
have any questions.
Sincerely, .
Ro ert Poskin, CBO
SENIOR PLANS EXAMINER
i:lbldglprmsyslbup99324.doc
Areiv
3�
Allg
MEMORANDUM
CITY OF TIGARD, OREGON —
TO: TM Rippey
FROM: Robert Poskin, C.B.O. Senior Plans Examiner
Community Development — Building Division
DATE: August 5, 1999
SUBJECT: Medak Bldg. —11725 SW Queen Elizabeth
In re- examining my plan review letter, I find I left out the requirement for a 1 -hour wall on the north
Wall of the proposed building. See OSSC, Table 5 -A.
Any questions please call me at 639 -4171 X 392.
•