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AND GARAGE
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TOTAL • ISM $Q K. /
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RAGE 1609 80. FT. . 6702 sc.1.. FT. • 22%
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9809 SW LANDAU PLACE
CERTIFICATE OF OCCUPANCY
CITY OF TIGARD
PERMIT#: MST99-00089
DEVELOPMENT SERVICES nATE ISSUED:
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 6394171 PARCEL: 1S125CD-08200
ZONING: R-4.5
JURISDICTION: TIG
SITE ADDRESS: 09809 SW LANDAU PL FILE COPY
SUBDIVISION: TIGARD WOODS
BLOCK: LOT:008
CLASS OF WORK: NEW
TYPE OF USE: SF
TYPE OF CONSTR: 5N
OCCUPANCY GRP: R3
TENANT NAME:
REMARKS: PATH I: New detached single family dwelling w/attached garage, covered porch and deck. Final
Building Inspection and Certificate of Occupancy Approved
8/25/99 by the City of Tigard, Building Division
Owner:
BEACON HOMES
7125 SW HAMPTON
TIGARD, OR 97223
Phone: 524-1999
Contractor:
BEACON HOMES, INC
9500 SW 125TH AVE
BE.AVERTON, OR 97008
Phone: 524-1999
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 group, occupancy, and use under which the referenced permit was
issued.
-sem-, . U�� _� ,I.(.o.�• G� �����.��LtiLO _._ --
BUIL G INSPECTO�� BUILDI G OFFICIAL
POST IN CONSPICUOUS PLACE
CITY OF TIGARD BUILDING INSPECTION DIVISION MST (-7
24-Hour Inspection Line: 639-4175 Business Line: 639-4171
BUP
Date Requested-------,..�.. Y / AM PM 1` BLD
Location- G C.0- - Suite MEC
Contact Person _ ILL),))A Ph - � �� PLM
Contractor Ph SWR
B IL1�DI , Tenant/Owner ELC
RPtaining Wall ELR
Footing Access: FPS
Foundation
Ftg Drain SGN _
Crawl Drain Inspection Notesti
Slab --- ► ' 6011— -- SIT _
Post& Beam
Ext Sheath/Shear — ------
hit Sheath/Shear
Framing -- —
Insulation
Drywall Nailing _ — --�--- -- -- ---
Firewall
Fire Sprinkler —_—_.-- -- ------ ---
Fire Alarm
Susp'd Ceiling -- ---- — -- -- -- -
Roof
M iii.
_ ----
z�"PARTFAIL
--_---.-
PLUMBING
Post&Beam
Under Slab _ _ _ -- - --�--- --- ----- - --
Top Out —
Water Service --------- --- ---
Sanitary Sewer
Rain Drains — -- --- — -------.. --
Final —�
PASS PART FAIL ( --- - _
ECHANIC L ...� - ----- —
Post& Beam - — - -- - -
Rough In
Gas Line
Smoke Dampers
J(PASS,/ PART FAIL
rfFit5TRICA
Service — - - - ---
Rough In
UG/Slab --- - -
Low Voltage
Fire Alarm ---- -- - — -
Final
PASS PART FAIT- -- --- - -- -- ---
SITE
Backfill/Grading --.-.___-�__--_-_---_-- ---- ----- --
Sanitary Sewer
Storm Drain ( 1 Reinspection fee of$ —_—_required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch BasinUnable to
Fire Supply Line I I FlPaserall for re,,•�sppction RE inspect-no access
� �
ADA
Approach/Sidewalk Date _ � ns ctor
Other
Final
PASS PART FAIL_ DO NOT REMOVE this ins ion recor from the job site.
MASTER PERMIT
PERMIT#: MST99-00089
DATE ISSUED: 4/5/99
SITE ADDRESS: 09809 SW LANDAU PARCEL: 1S125CD-08200
SUBDIVISION: TIGARD WOODS ZONING: R-4.5
BLOCK: LOT: 008 .JURISDICTION: TIG
REMARKS: PATH I. New detached single family dwelling w/attached garage, covered porch and deck.
BUILDING
REISSUE: STORIES: FLOOR AREAS REQUIRED SETBACKS REQUIRED
CLASS OF WORK: NEW HEIGHT: :15 FIRST: 1,2.9; of BASEMENT 000 of LEFT: 5 SMOKE DETECTORS: Y
TYPE OF USE Sr FLOOR LOAD: 40 SECOND: 1.39? of GARAGE, 463 of FRONT: 70 PARKING SPACES
TYPE OF CONST 5N DWFLLING UNITS: I FINBSMENT: 0 of RIGHT: 5
VALUE: E 194,365 00
OCCUPANCY GPP H7 BDRM: 3 BATH: 3 TOTAL: :,614 00 of REAR: 97
PLUMBING
SINKS: I WATER CLOSETS: 3 WASHING MACH: 1 LAUNDRY TRAYS: 1 RAIN DRAIN: 100 TRAPS: 0
LAVATORIES: 5 DISHWASHER& I FLOOR DRAINS: 0 SEWER LINES: 100 SF RAIN DRAINS: I CATCH BASINS: 0
TUBISHOWERS: 4 GARBAGE DISP: I WATER HEATERS: 1 WATER LINES: 100 BCKFL W PREVNTR: I GREASE TRAPS: 0
OTHER FIXTURES: 0
MECHANICAL
FUEL TYPES FURN<100K 0 SOILICMP<3HP: n VENT FANS: 4 CLOTHES DRYER: I
3AS FURN>=100K. I UNIT HEATERS: HOODS: I OTHER UNITS: 1
MAX INP btu FLOOR F1IRNANCES: n VENTS: o WOODSTOVES: 0 GAS OUTLETS: I
ELECTRICAL
RE31DENTIAL UNIT SERVICE FEEDER TEMP SRVCIFEEDERS BRANCH CIRCU,T9 MISCELLANEOUS ADO'L INSPECTIONS
1000-F OR LESS: 1 0 200 amp: 0 0 700 amp: 0 WISVC OR FDR: I PUMPIIRRIGATION: 6 PER INSPECTION: n
EA ADD'L 500SF: 4 201 400 amp: 0 201 400 amp: 0 tot W/O SVC/FDR: 00 SIGNIOUT LIN LT: 0 PER HOUR. 9
LIMITED ENERGY: 0 401 600 amp: 0 401 600 amp: 0 EA ADDL BR CIR: 0 SIGNALIPANEL. 0 IN PLANT. 0
601 1000 amp: 0 60/+a1?1pa•1000v: 0 MINOR LABEL: n
1000+amplvolt: 0
PLAN REVIEW SECTION
Reconnect only: 0
>=4 RES UNITS: SVCIFDR>=225 A.: >600 V NOMINAL: CLS AREA/SPC OCC:
ELECTRICAL•RESTRICTED ENERGY
A.SF RE_SIUENTIAL _ B.COMMERCIAL
AUDIO&STEREO: VACUUM SYSTEM: AUDIO 6 STEREO: FIRE ALARM: INTERCOM/PAGING OUTDOOR LNDSC LT:
BURGLAR ALARM: 1 OTH: BOILER: HVAC LANDSCAPEIIRRIG: x PROTECTIVE SIGNL:
GARAGE OPENER CLOCK: INSTRUMENTATION: MEDICAL: OTHR:
HVAC: DATA/TELE COMM: NURSE CALLS: TOTAL 0 SYSTEMS: 1
Owner: Contractor: TOTAL FEES: $ 5,266.96
BEACON HOMES BEACON HOMES. INC This permit is subject to the regulations contained in the
Tigard Municipal Code, State of OR Specialty Codes and
7125 SW HAMPTON 9500 SW 125TH AVE all other applicable laws All work will be done in
TIGARD.OR 97223 accordance with approved plans This permit will expired
work is not started within 180 days of issuances,or if the
work is suspended for more than 180 days ATTENTION
Oregon law requires you to follow rules adopted by the
Phone. s.•+ ,y99 Phone �z•+-1',��+9 Oregon Utility Notification Center. Those rules are set
forth in OAR 952-001-0010 through 952-001-0080 You
Rego: may obtain copies of these rules or direct questions to
OUNC by calling(503)246-1987
-�/4 REQUIRED INSPECTIONS
Issued By : _ Permittee Signature
Call (50 639-4175 by 7:00 p.m. for an inspection needed the next business diy
v:1 i Vr 1Il7Hrw 1XcalUClllldl "7 %'
13125 SW HALL BLVD. New Construction Additions or Alterations Recd By_ V.
Date Recd
TIGARD, OR 9722.3 Single Family Detached or Attached (Duplex) Date to P.E.�
V 503-639-4171 Date to DST
F 503-684-7297 Permit#
Print or Type // Called '3 or
Incomplete or illegible applications will not be accepted 'For IN er ,7
scdRg9-oo5/ _
—, Name of Project - Name
PETER MAGARO ARCHITECHTURE
Job TIGARD hC00DS - Architect Mailing Address
Address Site Address 10570 SW Citation Dr .
9809 SW Landau P1 . Lot 8 City/Staterp pp o M e
_--- Name Beaverton 9708 -2421
BEACON HOMES, INC. _ - - --
Owner Mailing Address 'MF DOVE ENGINEERING
9500 SW 125th Avenue Engineer Mailing Address
City/Stale zip Phone 4 914 Oakridge R d .
Beaverton 9700 524-1999 City/State Zip T Phone
General Name Lake Oswego_97035 697-5926
Contractor BEACON HOMES , INC- Describe work Ne.0 Addition O Alteration O Repair O
Mailing Address to be done _-
Prior to permit 9500 SW 1 25th Avenue Additional Description of Work:
issuance,a copy City/State Zip Phone —�--- -
ofalllicenses Beaverton 9PROJECT /G�_
_7008 524-1999
are required if Oregon Const Cont Board Exp. Date �f ��1
expired in COT Lic# 70782 12/99 VALUATION $ //�
database -
Mechanical Name -- — NEW CONSTRUCTION ONLY: Qv, P
Sub- _MUEHE QUALITY HEATING Sq. Ft. Nouse: Sq. rt. Garage 463
Contractor Mailing Address -- --
Prior to permit _ PO BOX 9 —_ Indicate the restricted energy installation by the electrical
subcontractor in the following areas
issuance,a ropy City/State Zip Phone Restricted Audio/Stereo
of all licenses WEst Linn 97068_ 598-0966
are required if Oregon Const Cont.Board Exp. Date Energy System X Alarms
expired in COT Lic# 50096 3/5/l9, 4- Installations VacuumIrrigation
_database System __ X System
Plumbing Name (check all that Other:
Sub- CUSHMAN FAMILY PLUMBING apply)
Contractor Mailing Address Corner Lot YES NO Flag Lot YEST_
NO
4535 S E 35th Place check one _ X (check one
Has the Subdivision Plat recorded? NIA YES NO
Prior to permit City/State Zip Phone X
Issuance,a copy Portland 97202 775-4472 Solar Compliance
of all licenses are Oregon Const.Cont Board Exp. Date (Calculation Attached)_
required if Lic# 106842 6/7/99 1 hearby acknowledge that I have read this application,that the
expired in COT _
.# Erp Date information given is correct,that I am the owner or authorized agent
database Plumbing Lic
2 6-5 6 4 PB 6/30/99/ / of the owner, and that plans submitted are in compliance with
Oregon State laws. _ _
Name -� _ Signature ner/A ent _ at ��
Electrical BEAR ELECTRIC, INC.
C t Persnn ame Pho a#qq
Sub- Mailing Address �(�a �L __ �✓ - L1�
Contractor PO Box 389 FOR OFFICE USE NLY: Y __
City/State Zip Phone Plat# s Map/TI-#:
Prior to permit Donald 97020 678-1355 �`p?(5" o�/ _ �1 j(P'o 6Q n0
issuance,a copy tbacks Zone Solar.
of all licenses are Oregon Const.Cont Board Ex Date _ -
required if Lrc.# 20919 Z/20/00
expired in COT -_� _- Eng in"rin jq A pro a): Planning Approval: TIF:
database Electrical Lic.# Exp 0 t -
24-107C 10/2/99
I:SFREM2.DOC(DST)8/11/91
SEWER CONNECTION PERMIT
PERMIT#: SWR99-00051
DATE ISSUED: 4/5/99
PARCEL: 1 S125CD-08200
SITE ADDRESS; 09809 SW LANDAU
SUBDIVISION: i IGARD WOODS ZONING: R-4.5
BLOCK: LOT: 008 _ JURISDICTION: TIG
TENANT NAME: BEACON HOMES INC
USN NO: FIXTURE UNITS: 0
CLASS OF WORK: NEW DWELLING UNITS: 1
TYPE OF USE: SF NO. OF BUILDINGS: 1
INSTALL TYPE: LTPSWR IMPERV SURFACE: 0
Remarks: Sewer connection for a new detached single family dwelling.
Owner. _ FEES _
BEACON HOMES Type By Date Amount Receipt
/ 7125 SW HAMPTON PRMT GEO 4/5/99 $2,300.00 99-3142.71
TIGARD, OR 97223 INSP GEO 4/5/99 $35.00 99-314271
Total $2,335.00
Phone:
Contractor:
Lv
�Na �r �arl !'�.r9
R
P1 ne,
Reg #:
Required Inspections _
Sewer Inspection
This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires
180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not
guarantee the accuracy of the side sewer laterals If the sewer is not located at the measurement given, the installer
shall prospect 3 feet in all directions from the distance given If not so located, the installer shall purchase a"Tap and
Side Sewer" Permit and the Agency will install a lateral. ATTENTION Oregon law requires you to follow rules adopted
by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080.
You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987
Issued by. Permittee Signature: `�< ✓. ._ _
'JCall (503) 639-4175 by 7:00 P.M. for an inspection needed the next business"day
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem,OR 97301
Carlson Testing, Inc. Phone(503)684-3460 Phone(503) 589-1252
FAX(503) 684-0954 FAX(503)589.1309
November 16, 1998 C �� i1 D
CTI #97-G 1 155 FILE COPY 1�
D
Harper Righellis, Inc. �`GPRp
5200 SW Macadam Ave. - Suite 580
Portland, OR 97201
FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING
TIGARD WOODS SUBDIVISION EN(� 9$ — oo %8
TIGARD, OREGON
Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the
above residential development located on SW Landau Place & SW Landau Street in Tigard,
Oregon. This letter briefly summarizes our observations and testing during construction and
the as-built soil conditions to the best of our knowledge. This letter also provides
recommendations for foundation design and soil guidelines during construction of the single-
family homes.
SITE PREPARATION AND FILL PLACEMENT
Based on our visual observations and our density test results no engineered fill was placed
on any of the lots or the streets. Density tests were conducted on the s'Urm and sewer
trenches and the base course only.
OBSERVATIONS
From our observations and hand probing, the surface of the most lots are covered with
approximately 18 to 24 inches of newer strippings, uncompacted material, aiid/or water
softened soils that will require excavation prior to construction of foundations with the
following exceptions: Lot 1 --oritains up to 4 feet of uncompacted material on it's surface.
In addition, the utility trench along the east side of the lot appear to have been backfilled with
on-site soils with no compactive effort and has settled nearly 10 inches. Approximately 3 feet
of soft, old fill was encountered on Lot 5. A small stockpile of material was observed near
the center of Lot 8. This pile should be removed prior to the foundation excavation. Lot 2 has
an existing structure.
HOUSE EXCAVATION GUIDELINES
We anticipate foundation excavation depths to vary throughout the subdivision. The
foundation excavation for Lot 1 is anticipated t; range between 3 Y2 and 4 feet. In addition,
the proposed foundation should have a minirnuio horizontal setback of 5 feet off the edge of
the uncompacted trench. The foundation excavation for Lot 3 and 4 is anticipated to he 18
and 24 inches, respectively. Excavation depths ranging between 2 and 3 feat are expected
on 5 through 8. We anticipate the deeper excavations (3 feet) will be necessary along the
back side of the lots near the ravine. Some groundwater seepage and/or water flow should
be anticipated. Perimeter footing drains may be required for Lots 5 throuqh 8.
CTI #97-G1 155
Tigard Woods
Page 2
If excavated material is spread around the lot deeper than one foot and is expected to support
appurtenant structures such as deck footings and sidewalks, it should be placed, compacted,
and tested as engineered fill.
The foundation excavations for Lots 5 through 8 should be revier fed by a Geotechnic"I
Engineer.
FOUNDATIONS
The proposed one- to two-story residential buildings will likely be founded on shallow spread
footings bearing on competent native soils or engineered fill. Spread footing design and
construction should generally conform to UBC Chapter 18 and/or Chapter 4 of the CABO One
and Two Family Dwelling Code, except where we specifically recommend otherwise.
For protection against frost heave we recommend that spread footings on nonexpansive soils
have a minimum final embedment depth of 18 inches for exterior grades on level ground. The
recommended minimum widths for continuous wall footings are tabulated below:
Minimum Width for
No. of Stories Continuous Footing
(floors supported) (in)
1-story 12
2-story 15
As previously stated, the allowable bearing pressure can be taken as 1,500 lb/ft' for footings
bearing on competent native subsoils or engineered fill. The recommended maximum load is
20 kips for column footings. For heavier column loads and masonry chimneys, a Soil Engineer
should be consulted. The coefficient of friction between on-site soil and poured-in-place
concrete may be taken as 0.35. The maximum anticipated total and differential footing
movements are 1 inch and '/4 inch, respectively, over a span of 20 feet.
If requested, CTI can p•ovide inspection services to verify that suitable foundation subgrade
is exposed prior to placament of concrete.
i
CTI #97-GI 155
Tigard Woods
Page
CLOSING AND LIMITATIONS
Our reports pertain to the materials tested/inspected only. This letter should be made available
to each builder in the development; however, information contained herein is not to be
reproduced,-except in full, without prior authorization from this office. This letter should not
be construed to relieve or lessen the responsibility of the contractor or owner's site
representative for this site work, but is provided for the minimum required governmental
assurance. Our support was given on an as-needed basis as requested. If conditions are
encountered during foundation excavation which differ from this report, then the developer
(Harper/Righellis) and CTI should be allowed to review the condition before corrective actions
are taken. Corrective work performed by the builder without notifying the above parties will
be interpreted as an acceptance of the conditions encountered.
Respecttully submitted,
PROFFS
CARLSON TESTING, INC.
�t1G I N Et� sioy
14743 9<
-� OREGON
9
c
Brian D. Leach, E.I. James D. Imbrie, P.E.
Engineering Associate Principal Engineer
Attachments: Summary report of in-place soil density tests
cc: City of Tigard Bldg. Dept.
CTI #97-G1155
Tigard Woods
Page 4
APPENDIX A
IN-PLACE DENSITY TESTING
A minimum of 95 percent of the maximum dry density obtained from the standard Proctor
(AASHTO T-99) was required for density tests during this development. The field density
testing was performed in general conformance wish ASTM D2922 and D3017, utilizing a
nuclear density gauge.
A complete density test result summary is attached. Prefix designations on the test nos.
indicate the type of fill being tested as follows:
NC- No Code (general fill areas and backfill)
LF- residential Lot engineered Fill
RF- Roadway engineered Fill
PS- Pavement Subgrade
BC- Base Course
RW- Retaining Wall backfill
WT- _Water line Trench
ST- sanitary Sewer Trench
DT- Storm Drain Trench
Any suffix designation's (A, B, C, etc.) indicate results of retests which immediately follow
the original failed test.
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