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7/31/97 CITY OF TIGARD
OREGON
RE: Address Reassignments
2S 102DB (00202)
and
2S 102DB-00201
We have found it necessary to change the address assignments at the above listed locations. Effective
immediately the new addresses are assigned as follows:
Previous address New addres;t
9295A SW Hill Street 9287 SW Hill Street
9295B SW Hill Street 9289 SW Hill Street
9299-100 SW FEB St. '''9291' W11Streef
9299-200 SW Hill St. 9293 SW Hill Street
9299-300 SW Hill St. 9297 SW Hill Street
9299-400 SW Hill St. 9299 SW Hill Street
Please make these changes to your records.
If you have any questions, please feel Free to give me a call at 6394171.
Thank you,
Catherine `Kit' Church
Engineering Tech.
I W*k(roo fwpNdwk
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- —1
CITYOF T I GA R D CERTIFICATE OF OCCUPANCY
DEVELOPMENT SERVICES PERMIT#: BUP97-00502
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED:
PARCEL: 2S102DB-09200
ZONING: R-12
JURISDICTION: TIG
SITE ADDRESS: 09297 SW HILL ST FILE
CopySUBDIVISION: DUCK CREEK HCMES
BLOCK: LOT:002
CLASS OF WORK: DMB
TYPE OF USE: SFA
TYPE OF CONSTR: 5N
OCCUPANCY GRP: R3
OCCUPANCY LOAD: 6
TENANT NAME:
REMARKS: 4 Unit Single Family Attached building. Each unit has a separate address (9291, 9293, 9297,
9299).Final Inspection Approved 5/26/99 by Tom Plescher, Building Inspector
Owner:
JIMCO CONSTRUCTION INC
33 SW THIRD
PORTLAND, OR 97204
Phone:
Contractor:
JIMCO CONSTRUCTION INC
33 SW 3RD
PORTLAND, OR 97204
Phone: 248-0000
Reg #:
This Certificate grants occupancy of the above referenced building or portion thereof and
confirms that the building has been inspected for compliance with the State of Oregon
Specialty Codes for the , occupancy, and use rider which he referenced permit was
issLod. )
BUIL ING INSPECTOR BUILDINd OFFICIAL
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CITY OF TIGARD BUILDING INSPECTION DIVISION MST
24-Hour Inspection Line: 639-4175 Business Line: 639-4171 — — —
BUP �a7-OSCAt
Date Requested 5—<<-r- 7'7 AM PM _ BLD _
Location1' L kf_ " l ( ,-j�," , / Suite MEC
Contact Person 1,� A I yL� )GL�''l _ Ph = 6� '"SC)C) PLM _
Contractor Ph SWR
LDI Tenant/Owner �! ELC --
Retaining Wall ELR _
Footing Access:
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Slab
Crawl Drain Inspection Notes: �� ►c ,ccr` C cL ,,�n-/Y Cy
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Ext Sheath/Shear
Int She,( /Shear --
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Insulation --
Drywall Nailing —
Firewall —
Fire Sprinkler _-
Fire Alarm
Susp'd Ceiling
Roof
Misc: — -- - -- --
pt-
AS— PART FAIL —
BING
Pc.st& Beam -- _--- — — -
Under Slab
TopOut --------- ---- ----- - _._-.._.
Water Service
Sanitary Sewer ----- - -- - -- ^----- - -----
Rain Drains
Final .-- ------- -- ----�-
PASS PART FAIL
MECHANICAL ----—__-- ____--- -- ---------- --..._- ---- —
Post& Beam --__----
Rough In
Gas Line ---- - -------- -- -- — --- — _—.
Smoke Dampers ------
Ffinal __�._..___--- ---- --- -- _.--------- —
PASS PART FAIL
ELECTRICAL --_----- ----- _-- - --- --
Service
Rough In -- -_._— ------ --- -- —
I1G/Slab - - -- - ----- --- -- -
I_ow Voltage
Fire Alarm
Final ------.----- ---------- - ------ -
PASS PART FAILSITE
Rackfill/Grading -----.-- - ------ — ---- --- -
Sanitary Sewer
Storm Drain ( J Reinspection fee of$_ _required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin
F ire Supply Line [ J Please call for reinspection RE - - — ( ]Unable to inspect- no access
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otherDate j / 2 1 r Inspector Ext
Final
PASS PART FAIL DO NOT REMOVE this inspection record from the job site.
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rMCUMMINGS, EL d ASSOCIATES SENK
COMOUI.TINO ENOINtEERB
February 8, 1999 1
Jin Atwood
1 A Atwood Corporation
33 SW Third Avenue
Portl.,nd,OR 97204
To: Jim Atwood,J. A.Atwood Corporation
From Ryan E F Adook,CSI Conmilling Engineers
Re:-SW Hill St.,Plan#220-A,Pern1i_ t#97-0301 and#97-002,CSA Job#1031.
Two 16"06"Isles have been cut to the exterior sheathing on the front lower floor shear walls between
the anter two garage doors to aocommodate electric meters The sheat strength of the walls Is adegpastc
provided that the framing members are not cut or notchad and the interior sheathing is not effected by the
elea ne meter9 See the attached page for clanficauon.
Cordially,
C'M Consvlling fnginer!s
Or J. 1,4A
Ryan E.Paddock,EIT
1�%�0 f c Of l.,
�y �GMIE �
17
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921 S W 4th,Ch Floor• Portland,Oregon 97204
S03t??A 3848 321 (S03)228-0415
i
Project c6criptlon: GA Consultinq engineers J06#: ;o s7
T.. , �219N 4th,4 th Fbcr--f'acind,op 97244 nate: 81 1?1f
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Project description, CSA COMUIthq �nqlneers -bb#: /0s/
A 4 w l 3219N 4th,4 th F6r--FaiW,OR 97204 bate; 8/yA8
P;(� �....�1..�•w fa,� page; ���u,
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Project deticriptlon; C5A Con5UItlnq �ngineer5 .lab#; eos�
Si M kwud '5219N 4th,4 th F6x--PaiW,OR 97204 nate; 9/y/9e
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BRAUNBraun intertec Corporation
6032 N. Cutter Circle, Ste. 480
P.O. Box 17126
N T E RT E C Portland, Oregon 97217
503-289.1778 Fax: 289-1918
Engineers and Scientists Se.ving
the Built and Notural Environments
April 3, 1997 Project No. EAAX-97-0220
Report No. 09-037-2874
Mr. Jim Atwood
J.A. Atwood Corporation
33 S.W. Third Avenue
Portland, Oregon 97204
Dear Mr. Atwood:
Re: Geotechnical Evaluation for the Proposed Tigard 4-plex Rowhouses. S.W. [fill Street,
Tigard, Oregon
The geotechnical evaluation you authorized on March 14, 1997, has been completed. The
purpose of these services was to assist you and the engineers in designing tounriations and
preparing plans and specifications fur the construction of the new structure~.
Sununary of Field exploration Results
Two (2) Standard Penetration Test (SPT) borings (13-1 to B-2) were drilled in the proposed
construction areas. The general soil profile was 7 to 10 feet of till soils consisting; of silty sand
underlain by organic sandy silt with peat (OL) extending to depths ,jf 26 feet below existing site
grades. Underlying the organk soils was a medium dense sand ;SM) extending it, the maximum
explored depth of 31'/2 feet below existing site grades.
Groundwater was encountered at depths of 14 feet during drilling. Variation in groundwater
ltvels should be expected seasonally, annually and from location to location. We anticipate that
the groundwater table may rise during months of peak runoff'.
Sununau of Recommendations
The site is underlain by incompetent fill and organi, soils. It the proposed structurl:S are placed
directly on the existing soils, he soil stratum will undergo settlements and may cause structural
distress. Thereff:re, based on our evaluation, it is our opinion that the proposed buildings
should he supported on piles extending into the competent sand soils present at depths ranging
front 26 feet to 30 tees below existing grades.
J.A. Atwood Corporation
Project No . EAAX-97-0220
Report No. 09-037-2874
April 3, 1997
Page 2
Any proposed flour slabs should he structurally supported on piles.
General
Please refer to the attached report for further explanation of our recommendations. If we can
provide additional assistance, or observation and testing services during design and construction.
please call us at (503) 289-1778 or (800) 783-6985.
Sincerely,
c
Travis 1'. Nguyen. E.I.T
Staff Engineet
PRoFFs
GINF��J%
0944
ORtiON
Charles R. Lane, P.F_.. C) 'c , 14 `q615
�
Senior Engineer '9
ttn/crl:/pas
c: Braun Intert" Corporation, St. Cl(,na Office
f\gnmp%\e;,ax\geMechvn myennxu7 220
R'1G-0s5-98 08 :00 KaM P. 03
BRAUN,M Braun Inle,rhe Corporation
6032 N.COter Circle, Sfe. 480
NTE RTEC RO. Box 17126
Portland, Oregon 97217
503-289.1778 Faiv 289.1918
Engineers and Scientists Serving
the Built and Noturol Environments
July 28, 1998 Project No. EAAX-97-0220
Report No. 09-088-3970
Mr. Jim Atwood
I.A. Atwood Corporation
33 s.W. Third Avenue
Portland. Orcgon 97204
Dear Mr. Atwood:
Re: Piling Installation Observation, 4-Plex Rowhouse, 9291 S.W. Hill Strect, Tigard, OR
At your request, we have provided continuous inspection of the ;pile driving operations at the
ref renced site. Th-.-.se inspections were conducted between July 15 and July 20, 1998,
We confirm that 12'4 " pile were driven as per plants and specifications at 42 design loc.rtions.
Enclosed herein are Summary Logs and the Special Inspection Summary for your review.
We appreciate the opportunity to be of service at this time. Should you have any questions
regarding the above or require further :tssista.tce, please do not hesitate tn contact us at
(503) 289-1778.
Sincerely,
Charles R, Lane, P.E
Senior Engineer
crt:pas
Attachment: Piling Special! Inspection
n�gnup.`.eaax\piling4;r�97.220
CUMMINGS, SENKEL& ASSOCIATES
CONSULT NG ENGINEERS
4�"
REVISED PILE FOUNDATION DESIGN
CITY OF 11GA0Q
approved.......... ....:........ .. ...[ 7
Conditionally Approved .... .. I `
For only the work as,,d�� ,� —
PERMIT NO. , ,..,. .r( X11
Soa Lotter to: Follow................... , .A
Attach. ..... t.C.
Job Addre
By:
FOR
J.A. ATWOOD CO.
('SA .1013 #1051
PLAN /1220-A RU W t iOUSI;
(503)2283948 321 S.W. 4th,4th Floor• Portland, Oregon 97204
FAX (503)228-0475
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ROLL# 23
FOR II
LARGE
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