Certificate of Occupancy " CITY OF TIGARD CERTIFICATE OF OCCUPANCY
$11 i • Permit#: MST2014-00070
COMMUNITY DEVELOPMENT Permit Issued: 06/25/2014
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S109DA17200
Jurisdiction: Tigard
Site address: 12671 SW WILLOW POINT LN
Subdivision: ARLINGTON HEIGHTS NO.3 Lot: 101
Project Description: New SF. 11/24/14: Reprinted permit to include A/C unit. Placement of A/C unit must comply
with manufacturer's clearance requirements.
Class of Work: NEW
Type of Use: SF
Type of Constr: VB
Occupancy Group: R-3
Occupancy Load:
Fire Sprinkler Required:
Project Name: Arlington Heights, Lot 101
Owner: STONE BRIDGE HOMES NW LLC
4230 GALEWOOD ST#100
LAKE OSWEGO, OR 97035
Phone: 503-387-7577
Contractor: STONE BRIDGE HOMES NW LLC
4230 GALEWOOD STREET#100
LAKE OSWEGO, OR 97035
Phone: 503-387-7577
Fax: 503-387-7615
This Certificate issued 12/16/2014 grants occupancy of the above referenced building or portion thereof
and confirms that the building has been inspected for compliance with the 2011 State of Oregon Specialty
Codes for the group,occupancy,and use under which the referenced permit was issued.
Mark VanDomelen
Building Official
City of Tigard
POST IN CONSPICUOUS PLACE
Coo PGeoPacific
Engineering.Inc.
Real-World Geotechnical Solutions
•Investigation
•Design
•Construction Support
December 11, 2014
Project No. 03-8449
Stonebridge Homes Job No 1472
Attention: Andy Thomas and Jim Delmore
Stonebridge Homes
4230 SW Galewood St., Ste. 100
Lake Oswego, OR 97035
Fax 503-387-7615
Email AndyAstonebriddehomesnw.com; JimD(@,stonebridoehomesnw.corn
DECK FOUNDATION REVIEW
LOT 101 —ARLINGTON HEIGHTS NO. 3
12671 SW WILLOW POINT LANE
CITY OF TIGARD, OREGON
GeoPacific Engineering Inc. visited the site yesterday and today to review the new deck footing at
the southern corner of the home. This deck footing was recently installed to widen the deck. A
small surface crack is evident around this deck footing where a 6-foot tall 1.5H:1V slope exists.
Based on hand probing, the upper 3 to 4 feet is landscape fill and foundation backfill that probes soft
to medium stiff. Below that the soil probes very stiff and the deck footing appears to bear on this
very stiff soil layer.
Based on our limited review, we conclude that the new deck footing is well founded. The surface
crack is not unusual and is likely not indicative of a high potential for a soil slump. The slope is short
and, in our opinion, is moderately stable at present.
Our work scope pertains to a geotechnical engineer's footing review only and the conditions existing
and exposed at the time of our site visit. Within the limitations of scope, schedule and budget,
GeoPacific attempted to execute these services in accordance with generally accepted professional
principles and practices in the fields of geotechnical engineering and engineering geology at the time
the report was prepared. No warranty, express or implied, is made. If you have any questions,
please call.
Sincerely, \\EI PRQP6,
GeoPacific Engineering, Inc.
444 co
GINF�,
cc' 17t
OREGIN
/ v. 23 .#
1/1/ S D.
James D. lmbrie, G.E. Vv) 5 "rJ " Goo / of
Geotechnical Engineer EXPIRES: 06/30/20 15
14835 SW 72nd Avenue Tel(503)598-8445
Portland,Oregon 97224 Fax(503)941-9281
. _,
STREET TREE CERTIFICATION
I, bc)., 1ie/e.t. s0. Owner/.Agent for FwP . on �
�"`�� it-)4,--),
(PLEASE PRINT) (PERMIT HOLDER)
Do hereby certify that the following location meets
City of Tigard and Washington County
land use and development standards for street tree installation.
k 3 gy 1"
T1 , 4.. t it
,... .. 044. . ,.4 ,. 4.,,,v,,,. .4
,,,.:,.,,: :.,, ,,,.,..t...4::,.,t,::,i.,,:„ . ,, t_.,..,1 ili ,,,?ofv_e0 6 7 o
t r
ADDRESS: / 2 6 77 5 w l..J r / 0 uJ A, ,,--)-
SUBDIVISION: J412- l e ‘L4 l / -t f2tS 0/ LOT: / v /
SIGNATURE: DATE: / 2 — 7 -/ 9.v-
OWNER/AGENT)
RECEIVED BY: i DATE: i�.(,.-2 c7%
Oregon Residential Specialty Code N1107.2
HIGH-EFFICIENCY INTERIOR LIGHTING SYSTEMS
Permit No.: Jurisdiction: 77G,.atiG' I M s-ra7411 /— 6'!J 0 7 C.)
Site Address: I /�6 / S'- /L; ( t dui Pat" V ,`
Subdivision/Lot#: g_ t ; T a v f-f-Q i 5
and/or
MapandTaxLot#: /0
By my signature below,I certify that a minimum of fifty(50)percent of the permanently
installed lighting fixtures in the above mentioned building have been installed with compact or
linear fluorescent,or a lighting source that has a minimum efficacy of 40 lumens per input watt.
(Oregon Residential Specialty Code N1107.2)
:rgy Trust New Homes
Et I:FFG1'S1Aq ` ".
dried Residential Air Duct System
EnergyTrust
Signature: 1? '2-'r
Compan Information
Owner/General Contractor/Authorized A• t
ompany Name ;,,,, [ atrr
a!y Date 845-1 1
Print Name:t V? /�, s C
Combustt
ion Appliance Zone(CAZ)Test
Main Zone Zone 2,if applies
AZ WRT Outside Pa Pa
3seline(WRT Outside,fans off) _ Pa Pa
ET CAZ Pressure(subtract
seline from CAZ WRT outside) Pa Pa
'Duct Leakage(fill out one sticker per duct system)
l:�uil 1Forms\RES-x' ascription of Area System Serves -2
�g ,ghEffieieneyLightiug.dos 07/01/08 I CX30
md.Floor Area System Serves(ft`)
]yes Elio Air Handler in conditioned space?
Iles❑no Air Handler present during test?
"yes"for either,then maximum CFM is 75 CFM @50 Pa or
floor area x 0.06 = j,ci f CFM @50 Pa,whichever is greater.
"no"for both,then maximum CFM is 50 CFM @50 Pa or
floor area x 0.04 = CFM @50 Pq,whichever is greater.
st Method: ❑Leakage to Outside or__-'Potai Leakage
st Result `f'° CFM @50Pa
n Pressureq Pa Gauge type: ❑DG-3 or DG-700
ng(circle one) Open 1 2
ict Blaster Location '*7
http:/Avww.tigard-or.gov/city_hall/departments/cd/docs/RES-HighEfficiencyUghting.doce Tap Location
I.utLL��/
h1 STA0),_,0070 // e, 7/ s w /(4rt-
Oregon Residential Specialty Code R318.2
MOISTURE CONTENT ACKNOWLEDGEMENT FORM
I, V40.6.11--,,am the general contractor or the owner-builder
at the following address:
Site Address: f C 7/ S',,,) (...) ;Ito w (i)c.•LA
City: T7 5 c,
Permit#: f,,,,A s r 2 ci'J r CO Ct 7 o
Subdivision/Lot#: 4Q C • k) ('-1`J f,� I T S
and/or �1 7'�
Map and Tax Lot#:/U /
To conform with the 2008 Oregon Residential Specialty Code(ORSC),Section R318.2 and
OAR 918-480-0140,I am notifying the building official that I am aware of the moisture content
Requirement of ORSC Section R318.2 and have taken steps to meet this code requirement.
[Section R318.2 is provided for reference].
R318.2 Moisture Content: Prior to the installation of interior finishes,the building
official shall be notified in writing by the general contractor that all moisture-sensitive
wood framing members used in construction have a moisture content of not more than 19
percent by dry weight of dry framing members.
Signature: Date: �� /2 - 7 -11
General Contractor or Owner-Builder
I:\BuildingTorm\RES-MoisnueSensitiveWooddoc 09/25/08
http://www.tigard-or.gov/city_hall/departments/cd/docs/RES•MoisturesensitiveWood.doc 11/10/14,7:29 AM
Page 1 of 2