Permit CITY OF TIGARD BUILDING PERMIT
"111 ' COMMUNITY DEVELOPMENT Permit#: BUP2015 00121
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 05/05/2015
Parcel: 1S 126CB00300
Jurisdiction: Tigard
Site address: 9200 SW WASHINGTON SQUARE RD
Project: Wells Fargo Subdivision: FAIRVIEW PLACE CONDO Lot: 20
Project Description: Removing and replacing ceiling grid and tiles.
Contractor: PACWEST DRYWALL LLC Owner: PPR WASHINGTON SQUARE LLC
1015 MOLALLA AVE SUITE 101 BY WELLS FARGO BANK
OREGON CITY,OR 97045 C/O DELOITTE TAX LLP
PO BOX 2609
CARLSBAD, CA 92018
PHONE: 503-650-1163 PHONE:
FAX:
Specifics: FEES
Description Date Amount
Type of Use: COM
Class of Work: ALT Type of Const: Vg Permit Fee-Additions,Alterations, 05/05/2015 $377.90
Demolition
Occupancy Grp: B Occupancy Load: 12%State Surcharge-Building 05/05/2015 $45.35
Dwelling Units: 0 Plan Review 05/05/2015 $245.64
Stories: 0 Height: 0 ft Info Process/Archiving-Sm$0.50(up to 05/05/2015 $5.00
Bedrooms: 0 Bathrooms: 0 11x17)
Value: $20,000
Floor Areas:
Total Area: 0
Accessory Struct: 0
Basement: 0
Carport: 0
Covered Porch: 0
Deck: 0
Garage: 0
Mezzanine: 0
Total $673.89
Required: Required Items and Reports(Conditions)
Fire Sprinkler: Parapet:
Fire Alarm: Protected Corridors:
Smoke Detectors: Manual Pull Stations:
Accessible Parking: 0
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will
be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180
days. • ' •,. • egon law requires you to follow the rules adopted by the Oregon Utility Notific- enter. Those ru- - set forth in OAR
• -001-0010 through OA• ' 2-01 •9 0. You may obtain a copy of the rules or direct questions to OUNC by ca g 503.232.1987 or 1.800.332.2344.
Issued By: ,/01 / � —dta Permittee Signature:
Air --.111111111111=1111.
Call 503.639.4175 by 7:00 a.m.for the next available insp:ction date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
A r
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
111 0 • Plan Submittal Requirements
Commercial & Multi-Family - New, Additions or Alterations
R' D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
1. SITE PLAN (3) copies - fully dimensional, drawn to scale and labeled with:
A. ❑ map&tax lot# ❑ project name El site address ❑ suite number
❑ zoning ❑ applicant name ❑ phone number
B. North arrow.
C. Scale (architectural or engineering only).
D. Street names.
E. Setbacks.
F. Parking,including disabled access.
G. Finished floor elevations.
2. EROSION CONTROL PLANS AND DETAILS.
3. BUILDING PLANS: See the"Plan Submittal Requirement Matrix" for the number of
plans required based on submittal type (no redlines or tape-ons accepted).
All details listed below shall be incorporated into the plans:
A. Scale (architectural or engineering only).
B. Foundation plan.
C. Floor plan(s).
D. Cross sections.
E. Reflective ceiling plan.
F. Seismic bracing detail for suspended ceiling.
G. Roof plan.
H. Exterior elevations.
I. Structural calculations,plans, details and specifications.
J. Accessibility barrier removal worksheet.
K. Deposit-based on valuation of project.
4. ADDITIONAL INFORMATION AS FOLLOWS:
A. Fire Department Building Survey with (1) additional full set of architecture
drawings.
I:\Buil ding\Permits\BUP_COM_PermitApp.doc Rev.12/18/2014
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
1,1 " Plan Submittal Requirements Matrix
Commercial & Multi-Family - New, Additions or Alterations
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
iea uin • ..o an
(Includes new, additions and alterations.) Required at
Demolition Permit 2
(site plan is required showing location and square footage
of all buildings to be demolished,erosion control plan and
tree protection,if applicable)
Site Work 3
(must include location of all accessible parking)
Plumbing (site utilities) 2
Building 3
Fire Protection System 3
Mechanical 2
Plumbing (building fixtures) 2
Electrical 2
Solar Photovoltaic 2
(Requires check list for prescriptive installation. If not
prescriptive installation,engineering is required.)
Plan review is dependent upon submittal of a completed application and plans.
After plan review approval, the Plans Examiner will contact the applicant to request
additional sets of plans for distribution purposes (for contractor,City of Tigard,Washington
County,and Tualatin Valley Fire&Rescue),if applicable.
I:\Building\Permits\BUP_COM_PermitApp.doc Rev.12/18/20M
•
Building Permit Application
Commercial I ()R to I I I t I I ,1 ()NI l
Received
City of Tigard Permit No.: i
h' g �{� DateB : ' I - 00
• 13125 SW Hall Blvd.,Tigard,OR '40, �)/ Plan Revi • ,
Phone: 503-718-2439 Fax: 503 I Date/By: ' I) Related Permit:
I I,. \I:I Inspection Line:1503-639-4175 1015 Date Ready/By: 7 , h arts: la See Page 2 for
Internet: www.ti ardor. ov 1 ` Notified/Method: 4. : Supplemental Information
❑New construction ❑ obi ° Permit fees*are based on the value of the work performed.
,5 �.� Indicate the value(rotnded to the nearest dollar)of all
❑Addition/alteration/replacement ether: equipment,materials,labor,overhead,and the profit for the
work indicated on this application.
El I-and 2-family dwelling ❑Commercial/industrial Valuation: $
1:1 Accessory building El Multi-family Number of bedrooms:
El Master builder ❑Other: Number of bathrooms:
Total number of floors:
Job site address:''j(/C0 !JW W eth 415 1-0n New dwelling area: square feet
City/State/ZIP: 77,5147.1. 12, (4-2z Garage/carport area: square feet
Suite/bldg./apt.4: Project name: we us r�rt. Covered porch area square feet
Cross street/directions to job site: r ^ Deck area: square feet
Other structure area: square feet
REQUIRED DATA:COMMERCIAL-USE-CHECKLIST
Subdivision: I Lot 4: Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
Tax map/parcel 4: equipment,materials,labor,overhead,and the profit for the
work indicated on this application.
Valuation: $ ,Q ooC)
yuc��-e 144 6�Q A-C 1- '0 el T�
Existing building area square feet
New building area: square feet
Number of stories:
Name: 9 p it tAl,,1`,1 t kyr , ae„, Type of construction:
Address: Occupancy groups:
City/State/ZIP: Existing:
Phone:( ) Fax:(( ) New:
APPLICA . •'t1).❑-0551
r
Business name:
" Structural plan review fee(or deposit):
Contact name: D� 7 ��t,./ L I G/
Y FLS plan review fee(if applicable):
Address:
City/State/ZIP: Total fees due upon application:
Phone:( ) I Fes;;( ) Amount received:
E-mail: I h Pat' sI e • CG' A r i 1 Commercial and residential prescriptive installation of
CONTRACTO; roof-top mounted Photo Voltaic Solar Panel System.
Business name: � ��� '�: Submit two(2)sets of roof plan with connection details
and fire department access,along with the 2010 Oregon
Address: 1 G 1� 17,r ,1 1 !n, aA,,p , - Solar Installation Specialty Code checklist.
011.054,--A�vt* /I .�`�' Vjl' Permit fee(includes plan review
City/State/ZIP: 6 IJ $180.00
and administrative fees):
Phone:(5t3 fn sb (1 G,3 ( )
Fes' State surcharge(12%of permit fee): $21.60
CCB Lic.: 190'7 Total fee due upon application: $201.60
Authorized signa • 1.` This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
Print name: b,,,,.5 h 11 ,f_1 �j Date: 11„27_/5— * Fee methodology set by Tti-County Building Industry
'V Ir Service Board.
I:\Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 440-4613T(1 I/02/COM/WEB)
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
■
il Accessibility: Barrier Removal Improvement Plan
Commercial & Multi-Family - Additions or Alterations
i lc,,\i l l 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
REQUIREMENT: OREGON REVISED STATUTE (ORS)447.241.
(1) Every project for renovation,alteration or modification to affected buildings and related
facilities shall be made to insure that the path of travel to the altered area and the restroom,
telephones and drinking fountains are readily accessible to individuals with disabilities unless
such alterations are disproportionate to the overall alterations in terms of cost and scope.
(2) Alterations made to the path of travel to an altered area may be deemed disproportionate to
the overall alteration when the cost exceeds twenty-five percent(25%).
VALUATION: Total of all renovation,alteration or modification being done,
excluding painting and wallpapering: [1] $
MULTIPLIER(25%barrier removal requirement): x .25
TOTAL BUDGET FOR BARRIER REMOVAL: [2] $
ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given
to those elements that will provide the greatest access. Elements shall be provided in the
following order:
(a) Parking $
(b) An accessible entrance: $
(c) An accessible route to the altered area: $
(d) At least one accessible restroom for each sex or a single unisex
restroom: $
(e) Accessible telephones: $
(f) Accessible drinking fountains:and, $
(g) When possible,additional accessible elements such as storage and
alarms: $
TOTAL(shall equal line 121 of Valuation Computation): $
I:\Building\Permits\BUP_COM_PemritApp.doc Rev.12/18/2014
10/09
NWCB Technical Document
SUSPENDED CEILINGS Suspension Systems for Acoustical Lay-in Ceilings
401 Seismic Design Categories D, E & F
sir i\ .
This document has been revised based on cu rent Building Code standards. In all buildings, other than structures classified as, ,
essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are
deemed to comply with the current building code interpretation.
This document provides the IBC-2009 referenced standards for the installation of suspension systems for acoustical lay-in
ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is
designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements for seismic design
category D, E and F for suspended ceilings aid related items. Unless supported by engineering,the suspension system shall be
installed per these requirements. Manufacturers'recommendations should be followed where applicable.
i f
General Recommendations
• Referenced sources per hierarchy: 2C09 IBC (International Building Code),American Society of Testing Materials
(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),American Society of Civil Engineers (ASCE 7-05) and
Ceilings and Interior Systems Construction Association (CISCA).
• Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the
structure. Bracing shall be independent of the ceiling splay bracing system.Source.ASCE 7-05 section 13 5 8.1
• For further information on bracing of ron-load bearing partitions refer to NWCB technical document#200-501.
• All main beams are to be Heavy Duty (HD). Source ASCE 7-05 section 13.5 6 2.2 a
• All cross tees shall be capable of carrying the design load without exceeding
deflection equal to 1/360 of its span. source CISCA zones 3-4
• These recommendations are intended for suspended ceilings including grid, panel
or tile, light fixtures and air terminals weighing no more the 4 lbs. per square foot. maximum 3"
(76mm)
Source ASCE 7-05 section 13 56 1 L
C• All wire ties are to be three tight turns around itself within three inches.Twelve
gage Hanger wire spaced 4 foot on CE nter(figure 1). Source ASTM C 636 item 2 3.4 f
• Changes in ceiling planes will require positive bracing. Source ASCE 7-05 13.5.6.2.2 f figure 1
PAGE 1 OF 5
Bui1dt0Hignard www ttwcb.csi
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HEAD�UAR�ERS
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figure 2 • Lateral Force Bracing(figures 2 and 3)
Lateral force Bracing
• Ceilings constructed of lath and plaster or gypsum board, screw or
nail attached to suspended members that support a ceiling on one
45°°r less �. ,5°a less
\\i level extending from wall to wall shall be exempt from the lateral
9 force bracing requirements. Source:clscA zones 3-a
} �r �.'/ spla,'ed • Lateral force bracing is the use of vertical struts (compression
45.or ws brace
✓t45•°rbss wire, posts) and splay wires (see figure 2).
• For ceiling areas exceeding 1,000 square feet, horizontal restraint
cross lee Main beam of the ceiling to the structural system (lateral force bracing)shall
be provided. Source ASCE 7-05 section 1356 2.2 c
figure 3 • Lateral Force Bracing shall be 12 feet on center(maximum) and
Maximum Recommended Lengths for
Vertical Struts begin no farther than 6 feet from walls. source:clscA seismic zones 3-4
EMT CONDUIT Seismic splay wires are to be four 12 gage wires attached to the main
beam.Wires are arrayed 90°from each other and at an angle not
W EMT conduit up to 5'10" i exceeding 45°from the plane of the ceiling. Source:CISCA Seismic zones 3-4
°i°EMT conduit up to T 8" • Seismic splay wires shall be attached to the grid and to the
1"EMT conduit up to 9'9" structure in such a manner that they can support a design load of
METa�sruos not less than 200 pounds or the actual design load, with a safety
factor of 2, whichever is greater(figure 6b). source:CISCA zones 3-4
Single 15/8"metal stud(20 gauge) up to 12'0" i
--; • "Powder-driven shot-in-anchors"(PAF's), when used for seismic
Back-to-back 15,8"metal stud up to 15'0" application as part of the prescriptive path in Seismic Design
(20 gauge) Categories D, E and F, shall have an ICC-ES approval for seismic
Single 2'/z"metal stud(20 gauge) up to 1.3'6° applications and shall require"special inspection" irrespective of
1 Back-to-back 2'/z"metal stud(25 gauge) up to 1 o° the type of occupancy category the structure is in. PAF anchors
for kicker wires (splayed wires installed for purposes other than
Source:Portland Building Department seismic restraint) are exempt from this requirement. Source:State of
Note.Plenum areas greater than 15'0"will require engineerinc
calculations. Oregon.Building Codes Division
figure 4a • Splay wires are to be within 2 inches of the connection of the
Attached Wall Molding Requirements vertical strut to suspended ceiling. source:clscA seismic zones 3-4
• Rigid bracing may be used in lieu of splay wires. source:ASCE section
,,,,,,u, m.am•m r 103:mm 13.5 6 2 2 c
• Ceilings with plenums less than 12 inches to structure are not
0 `-0 0 d required to have lateral force bracing. Source:Portland Building Department
/ ``��� � • Vertical struts must be positively attached to the suspension
,40N3 •
systems and the structure above. Source:CISCA 3-4
"0.
• The vertical strut may be EMT conduit, metal studs or a proprietary
compression post (see figure 3).
figure 4b
Unattached Wall Molding Requirements
Wall Moldings(figures 4a and 4b)
m•.im°m e-IIO�l • Wall moldings (perimeter closure angles)are required to have a
wa horizontal flange 2 inches wide. One end of the ceiling grid shall be
( 0f1;' � Spender bar or attached to the wall molding,the other end shall have a'/,inch clearance•O.0 other;;,0." b
keeeper•�• from the wall and free to slide.source ASCE 7-05 section 13.5.6.2.2 b
�,.,.r,Is,mm
/yma'eO J °"�`°°' • Where substantiating documentation has been provided to the local
z,.Vmm, �i r, '0,3,
jurisdiction, perimeter clips may be used to satisfy the requirements
`0.
for the 2-inch closure angle.Source State of Oregon,Building Codes Division
PAGE 2 OF 5
Build to a Higher Standard.'- www.nwcb.org NORTHWEST WALL Ar4DCELING BUREAU
i.
•
figure 5a • The grid shall be attached at two adjacent walls (pop rivets or
approved method). Soffits extending to a point at least level
with the bottom plane of the grid and independently supported
and laterally braced to the structure above are deemed to be
equivalent to walls. Source State of Oregon,Building Codes Divsion
rnumrn° • Spreader Bars(figure 4b)
• Spreader(spacer) bars shall be used to prevent the ends of the
main beams and cross tees at perimeter walls from spreading
open during a seismic event. Perimeter wires shall not be in lieu of
spreader bars. Source:CISCA Seismic zones 3-4
figure 5b•Countersloping
• Spreader bars are not required at perimeters where runners are
attached directly to closure angles.
���‘`\ • Wire tying is an acceptable alternative to spreader bars.
:a'g: �J • Spreader bars are not required if a 90 degree intersecting cross or
main is within 8 inches of the perimeter wall.
• Where substantiating documentation has been provided to the local
jurisdiction, perimeter clips may be used to satisfy the requirements
for spreader bars.
figure 6a Source:State of Oregon.Building Codes Division
Vertical hanger wire attachment Hanger (Suspension) Wires (figures 5a and 5b)
Shot-in anchor ;i]3/1- Hanger and perimeter wires must be plumb within 1 in 6 unless
•Structural concrete
5fe. (figure 5a) counter sloping wires are provided (figure 5b). Source.
Ceiling clip max.
ASTM C 636 section 2.1 4
3 turns • Hanger wires shall be 12 gage and spaced 4 feet on center or 10
Vertical hanger wire
gage spaced 5 feet on center. Source.ASTM C 636
• Any connection device at the supporting construction shall be
figure 6b capable of carrying not less than 100 pounds. Source:CISCA zones 3-4
• Powder-driven shot-in anchors (PAF5) are an approved method of
Splayed seismic bracing wire attachment
attachment for hanger wires. source.State of Oregon.Building Codes Division
drill-in expansion anchor .0,'
• Terminal ends of each main beam and cross tee must be supported
Structural concrete within 8 inches of each wall with a perimeter wire(see figure 4&5 b).
Steel strap 1'wide x 2 long x Source'CISCA zones 3-4
12 gage minimum •■
3 turns • Wires shall not attach to or bend around interfering material or
Splayed seismic bracing wire equipment.A trapeze or equivalent device shall be used where
obstructions preclude direct suspension. Trapeze suspensions
shall be a minimum of back-to-back 1'/ inch cold-rolled channels
for spans exceeding 48 inches. Source.CISCA zones 3-4
Electrical fixtures
• Light fixtures weighing less than 10 pounds shall have one 12
gage hanger wire connected from the fixture to the structure
above. This wire may be slack. Source CISCA Seismic zones 3-4
• Light fixtures weighing more than 10 pounds and less than 56
lbs. shall have two 12 gage wires attached at opposing corners of
the light fixture to the structure above These wires may be slack.
Source.CISCA Seismic zones 3-4.
PAGE 3 OF 5
.Build to a Higher Standard. www.nwcb.org NORTHWEST WALL AND CEILING BUREAU
figure 7 • Light Fixtures weighing more than 56 lbs. shall be supported
directly from the structure above. These wires must be taut. Source
CISCA Seismic zones 3-4
• Pendant mounted fixtures shall be directly supported from the
.1411 structure above using a 9 gage wire or an approved alternate
support without using the ceiling suspension system for direct
support. Source:CISCA Seismic zones 3-4
• Tandem fixtures may utilize common wires.
t t ! Mechanical Services
Flange
nom �Fop
Rivet • Terminals or services weighing 20 lbs. but not more than 56 lbs.
must have two 12 gage wires connecting them to the ceiling
system hangers or the structure above.These wires may be slack.
Source:CISCA Seismic zones 3-4
• Terminals or services weighing more than 56 lbs. must be
independently supported directly from the structure above. These
wires must be taut. Source:CISCA Seismic zones 3-4
Seismic Separation Joints (figure 7)
• For ceiling areas exceeding 2,500 square feet, a seismic
separation joint or full height wall partition that breaks the ceiling
shall be provided unless analyses are performed of the ceilings
bracing system, closure angles and penetrations to provide
sufficient clearance. Source:ASCE 7-05 section section 13.5.6.2.2 d
• The layout and location of the seismic separation joint shall be
per the designer of record and noted on the plans. If a seismic
separation joint is required by the designer, the designer may use
the generic joint detailed in this document or a proprietary joint.
The amount of free movement(gap design) shall be a minimum of
%inch. Source:State of Oregon,Building Codes Division
• In lieu of seismic separation joints, the ceiling may be divided into
areas less than 2500 square feet by the use of partitions or soffits
as follows: partitions shall extend a minimum of 6 inches above
the level of the plane of the grid and shall be independently braced
to the structure above. Soffits shall extend to a point at least
level with the bottom plane of the grid and shall be independently
supported and laterally braced to the structure above. source State of
Oregon Building Codes Division
• Other than partitions and soffits, seismic joints may not be used
as part of a fire rated ceiling assembly unless substantiating
documentation is provided. Source.State of Oregon Building Codes Division
Sprinklers
For ceilings without rigid bracing, sprinkler head penetrations shall
have a 2 inch oversize ring, sleeve or adapter through the ceiling tile
to allow free movement of at least 1 inch in all horizontal directions.
Flexible head design that can accommodate 1 inch free movement
shall be permitted as an alternate. Source ASCF 7-35135622e
PAGE 4 OF 5
Build to a Higher Standard < 1fi ww nwcb.org : r,ORrrWL1 WALL AND CEILING BUREAU
•
Glossary for this Document (regional terminology may vary)
CROSS TEES MOLDING/CLOSURE ANGLE
The cross member that interlock with the main beams,also A light gauge metal angle or channel fastened to the perimeter
known as cross runners or cross T-bars. wall or partition to support the perimeter ends of an accoustical
ceiling grid.
DIFFUSER
A circular or rectangular metal grill used for the passage of air PERIMETER CLIPS
from a ducted system. Proprietary angle bracket attached directly to the wall molding/
closure angle which allows for%"movement in the event of seis-
ESSENTIAL SERVICE BUILDINGS mic activity and interlocks properly with ends of grid system.
Any buildings designed to be used by public agencies as a fire
station, police station,emergency operations center,State Patrol PERIMETER WIRES
office, sheriff's office, or emergency communication dispatch Hanger wires placed within eight inches of the surrounding walls.
center. PLENUM
GRID The space above a suspended ceiling.
The main beams and cross tees of the suspension system. SLACK WIRE
HANGER WIRE A 12 gage wire that is not tight or taut.
10 or 12 gage soft annealed wire used as primal/support for the SPREADER or SPACER BAR
grid system.Also called suspension wires. A bar with notches to prevent the suspension system from sepa-
rating, also called a stabilizer bar.
LATERAL FORCE BRACING
The bracing method used to prevent ceiling uplift or restrict lateral SPLAY WIRES
movement during a seismic event. Lateral force bracing consists Wires installed at an angle rather than perpendicular to the grid.
of vertical struts and splay wires.
VERTICAL STRUTS
MAIN BEAM The rigid vertical member used in lateral force bracing of the
The primary suspension member supported by;ranger wires, suspension system.Also known as compression posts,seismic
also known as the main runner, carrying tee,ca tying runner or pods,seismic struts. Common materials are electrical conduit
mains. (EMT),metal studs or proprietary products.
The NWCB has been serving the construction industry for over forty years.It is recognized as a technical authority.educational body and spokesperson for the wall and ceiling
industry.It provides services to architects and the constructior community on all matters relating to the diversified wall and ceiling industry.As the industry's development
and coordination organization.the NWCB saw the need to establish a document to provide clarification and the intent of NEHRP(National Earthquake Hazards Reduction
Program)an agency of FEMA(Federal Emergency Managem.rnt Agency).It is meant to serve as a set of recommendations and is not intended for any specific construction
project This technical document is to serve as a guideline ant it is not intended for any specific construction projects.NWCB makes no express or implied warranty or
g;:arantee of the techniq:,es.constroction methods or materiv s identified herein.
PAGE 5 OF 5
:Build to a Higher Standard. www.nwcb.org NoP,■!'\ES,WF'L :C CEqiNG 5URE4l,
Location:
Record Type:
Inspection Type:
Result:
Comments:
Inspection Date:
Record ID:
Inspector:
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 Tel: 503.718.2439
9200 SW WASHINGTON SQUARE RD, TIGARD,
OR, 97223
Commercial - Building
299 Final inspection
PASS - No C of O
BUP2015-00121
George Heimos
dustin@pacwestdrywall.com
Violation Summary:
Inspector Contractor