Permit : , ri '' , CITY OF TIGARD BUILDING PERMIT
i.,,44,,,...,-. ID COMMUNITY DEVELOPMENT PERMIT #: BUP2007 -00055
DATE ISSUED: 1/30/2007
FTIGARD„ 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171
PARCEL: 2S112DD -00500
SITE ADDRESS: 15860 SW UPPER BOONES FERRY RD B15 ZONING: I -L
SUBDIVISION: OREGON BUSINESS PARK I LOT: JURISDICTION: TIG
Project Description: OAR DAIKIN. Add lay - in T - bar reflected ceiling w /lights relocated.
REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION
CLASS OF WORK: ALT FIRST: sf N: S: E: W:
TYPE OF USE: COM SECOND: sf PROJECT OPENINGS?
TYPE OF CONST: 5N sf N: S: E: W:
OCCUPANCY GRP: B TOTAL AREA: 0 sf ROOF CONST: FIRE RET?
OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED:
STOR: HT: ft GARAGE: sf OCCU SEP. RATED:
BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED
FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET:
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:
BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING:
VALUE:
443 N1 UU
Owner: Contractor:
SUBOTNICK, RUTH + ENVIRONMENTAL CONTROLS
SIEGEL, LOTTIE 15860 SW UPPER BOONES FERRY RD
BY PACIFIC REALTY ASSOC LAKE OSWEGO, OR 97035 -4066
PORTLAND, OR 97224
Phone: Contact #: PRI 503 620 - 4300
FEES Reg #: LIC 64673
Description Date Amount REQUIRED ITEMS AND REPORTS
[BUILD] Permit Fee 1/30/2007 $81.70
[TAX] 8% State Surcha 1/30/2007 $6.54
[BUPPLN] PIn Rv 1/30/2007 $53.11
[FLS] FLS Pin Rv 1/30/2007 $32.68
Total $174.03
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 than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the
Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 - 0100. You may obtain a copy
of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344.
n
Issued By: / Permittee Signature: j T
Call 503.639.4175 by 7:00 a.m. for an inspection that business day.
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.
• Commercial Tenant Improvement
Building Permit ApplicatiolrP l \ � f ,tiff = ' ! g'F . INi 1 ICE USL'CiiNlo� 41; ' 1
ti t: �. c.. .
; , City of Tigard Received 0` ye E.5"?...„ Permit No -�ak-4 ,2124 O OP :5
3 0 2007 Date/By
13125 SW Hall Blvd., Tigard, OR 92'2.3N Plan Review
- 2 ,3 - B
�i Phone: 503.639.4171 Fax: 503.598.1960 _, , Date/By. Other Permit:
Or A Imo luris:
y;P" Inspection Line: 503.639.4175 CITY u D a t e Ready/By: El See Page 2 for
: T,ienRD
6ir;ct;`7 t n, i Dl c� 1
�.'�iiYT1�R! Internet: WwW.tigard- or.gov ��,I� _I��� .,�,�;I..,.��• Notified/Method: Supplemental Information
•
TYPE OF WORK , • REQUIRED DATA: 1 -.AND 2- FAMILY DWELLING
❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
Egi Addition /alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
Valuation: $ o
❑ 1- and 2- family dwelling gj Commercial /industrial 3 �K
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION . - Total number of floors:
•
• Job site address: 1 e „cl Si✓ U P 7 g- ett,A,es fe_t2g_y x'17 New dwelling area: square feet
City /State /ZIP: LPK�. a j / t2-. /7035 Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: 0A (2',A(24 V j 1, 4 5(ti✓ Rift fi_. Covered porch area: square feet
Cross street /directions to job site: CP ZMi� 12 g Eci5 off 5 i Deck area: square feet
IA/ 'rp 7 241 Pt/("z, Other structure area: square feet
REQUIRED DATA: COMMERCIAL - USE CHECKLIST
Subdivision: Lot no.: Permit fees* are based on the value of the work performed.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all
equipment, materials, labor, overhead, and the profit for the
. ' .DESCRIPTION OF WORK work indicated on this application.
1 & o Ltl 1 -in/ •T Ogle_ i✓LoL i 5.D IL 1A-4- Valuation: $
14/(-04-- l�� L. ` -- . iG P-r�P eExi�stiinng building area: 't l rj square feet
/v 'New"13utding area: to square feet
❑ PROPERTY OWNER I ® TENANT Number of stories: i
Name: , Q/ P ti2— p 5 Type of construction: v_ Son K LEI1EO
Address: /. 51,47 /11 �G-, _ A/ -5 f .. r...9. Occupancy groups: 15
City /State /ZIP: Lp. < ost Ito - `(
0 Existing:
Phone: (5„ 3) (,20 — I.1300 Fax: (53 6-2„, - 33 New:
Ea APPLICANT / 1 CONTACT PERSON NOTICE
Business name: p_/V VI R-,i✓Mft„,,, _ 6i �L � All contractors and subcontractors are required to be
Contact name: t �L�I licensed with the Oregon Construction Contractors Board
G `fin under ORS 701 and may be required to be licensed in the
Address: / 5fdbo 5W aP/ /� �- r7a24 / �t f-Y' jurisdiction in which work is being performed. If the
p applicant is exempt from licensing, the following reasons
City /State /ZIP:
1_ E 0514-€6r0 C e-- 4 7331 apply:
Phone: ( 3) 5 -1/ y y Fax: : ( - 517 "`r'l f3((i
E -mail:
CONTRACTOR -
Business name: iv1/I �,1446i of — - ?)..,,TM— BUILDING PERMIT FEES*
Address: / 54:3b0 �� ��4� ,��5 (Please refer to fee scheduled
4 el Structural plan review fee (or deposit): 0 1 70
City /State /ZIP: L � -Lo / 0 v n
Phone: j 92_24'7 Fax: 5-I 7 -41 FLS plan review fee (if applicable): 3, 1 )
CCB lic.: b y 6 Total fees due upon application: ��11
Amount received: /3y. v I
Authorized signature: �
l�.J..t�/ This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
.
�
Print name: �1 , r- Iti 45 Date: / - 3o •- 07 * Fee methodology set by Tri- County Building Industry
Service Board. ai
I:\Building\Permits\BUP -TI- PermitApp.doc 03/23/06 440 -4613T(11 /02 /COM/WEB) ('i ,
Building Division
Plan Submittal Requirement Matrix
R4 Commercial & Multi - Family - New, Additions or Alterations
. Type of Submittal # of Plans
(Includes new, additions and alterations.) Required at
Submittal
Demolition Permit 2
(site plan required showing location and square
footage of all buildings to be demolished)
Site Work 2
(must include location of all accessible parking)
Plumbing (site utilities) 2
Building 1*
Fire Protection System 2 **
Mechanical 2
Plumbing (building fixtures) 2
Electrical 2
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)
* For over - the - counter commercial tenant improvements, submit 2 sets of plans.
** "New" fire protection systems require that plans bear the original seal of an
Oregon licensed fire suppression engineer, or NICET level "3" technicians.
I: \Building \Permits \BUP TI- PcrmitApp.doc 03/23/06
- drabber Lonstruction Proaucts : item Details fciV., I tit. 1
5‘' ) / P- 2 43 7 .-- �O6
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ACOUSTICAL TOGGLE BOLT
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•
FIELD TECHNICAL INFORMATION
Application recommendations for work at the wall or ceiling
401 Suspension Systems for
6/05 Acoustical Lay -in Ceilings
THIS DOCUMENT HAS BEEN
APPROVED BY THE BUILDING
DEPARTMENT
- '` mo t l
..'''---- 4 40 7 --T -'- 011 11 V "4.
This document provides the various
standards for the installation of sus -
General Recommendations
pension systems for acoustical lay -in
• Referenced sources per hierarchy: 2003 IBC (International Building Code),
ceilings. Incorporation of this document American Society of Testing Materials (ASTM C 635, ASTM C 636),
will provide a more uniform standard for American Society of Civil Engineers (ASCE 7 -02) and Ceilings and Interior
Systems Construction Association (CISCA).
installation and inspection. This document • 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 indepen-
is designed to accomplish the intent of dent of the ceiling splay bracing system. so: irce IBC sect: 7521, 1,2
the International Building Code (IBC) with For further information on bracing of non -load bearing partitions refer to
regard to the requirements for seismic NWCB technical document #201.
• All main beams are to be Heavy Duty (HD). :'.. :.r;2.±;. 2.e::
design category D for suspended ceilings • All cross tees shall be capable of carrying the design load without exceed -
and related items. Unless supported by ing deflection equal to 1/360 of its span. >:.: ;rc o :scA_ n. s
• These recommendations are intended
engineering or approved by local build
for suspended ceilings including grid,
ing department, the suspension system panel or tile, light fixtures and air terminals
weighing no more the 4 lbs. per square
shall be installed per the requirements for # - - - -- foot. Soul :e 02. e'�: 1.S 2.5.1
Seismic Design Category (SDC) D, E maximum 3'
mm • All wire ties are to be three tight turns
9 ry ( ) ( )
around itself within three inches. Twelve
and F per the IBC. Manufacturers' - gage Hanger wire spaced 4 foot on center
recommendations should be followed (figure I). s: ;,:.; <;: c f.t. :,, ..,
fl • Changes in ceiling planes will require
positive bracing.
figure 1 Sc,r; . 7,.02 .Se: :.n 6..?.2. . iter,. T.
NORTHWEST WALL 3 CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS
figure 2 Lateral Force Bracing (figures 2 and 3)
Lateral force Bracing
• Ceilings constructed of lath and plaster or gypsum board, screw or nail at-
tached to suspended members that support a ceiling on one level extending
from wall to wall shall be exempt from the lateral force bracing requirements.
45° or less . 45 or IcSs `„ ".
• Lateral force bracing is the use of vertical struts (compression posts) and
12 gaga splay wires (see figure 2).
splayed
brace • Lateral force bracing is required for ceilings over 1,000 square feet and not
45' or less •� .)45 or less wires
required for ceilings less than 1,000 square feet provided they are surrounded
by four walls and braced to structure. source ASCE t)2 r a 5.2.8. em
- -- Crass tee Main beam - -- • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no
farther than 6 feet from walls. s...: ce C a a >r, ::c zon 3 -4
• 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 exceeding 45° from the
plane of the ceiling. &-u:ce C!SC.a z:v e : 3.4
• Splay wires are to be within 2 inches of the connection of the vertical strut to
suspended ceiling. e CISCA se .,...._
figure 3 • Rigid bracing may be used in lieu of splay wires. s. l: AS ;&ct.cr;
Maximum Recommended Lengths for
Vertical Struts • Ceilings with plenums less than 12 inches to structure are not required to
have lateral force bracing. so.,.,..., Po :. , ..,, u , ;5, :...
, mia .e, iiv' ; e f r �. - • Vertical struts must be positively attached to the suspension systems and the
r en '€ c �S zN
EMT CONDUIT# � u � #t i structure above. e' „a 4
a?, 3 �'?��6 _raz ? �
/z" EMT conduit up to 6'0" • The vertical strut may be EMT conduit, metal studs or a proprietary compres-
sion post (see figure 3).
3/4" EMT conduit up to 8' 6"
1" EMT conduit up to 10' 0" Wall Moldings (figure 4)
, 1 : METLSTUDsf 3 � • Wall moldings (perimeter closure angles) are required to have a horizontal
qtr �r a ....,. ri�� � t.� z ��2' �.7Lrt4^y�__, � �+r
flange 2 inches wide, unless alternate methods are approved prior to instal -
1 5 /E" metal stud (25 gage) up to 6' 2" lation by the local building department and the designer of record. One end
2 1/2" metal stud (25 gage) up to 10'6" of the ceiling grid shall be attached to the wall molding, the other end shall
have a 3/4 inch clearance from the wall and free to slide. scu c.e 4.3277-o2
• The grid shall be attached at two adjacent walls (pop rivets or approved
Note: Plenum areas greater than 11'0" will require method). O<.roe ..1524 Se ;..rc zone_ 3 -4
engineering calculations.
• There shall be a minimum 3/ inch clearance from the end of the grid system
at un- attached walls. source ASC_ 7-02 :., 9.:,. _ .em
Spreader Bars (figure 4)
• Spreader (spacer) bars or other means approved by local building depart-
figure 4 ment shall be used to prevent the ends of the main beams at perimeter walls
Wall Molding Requirements from spreading open during a seismic event. Perimeter wires shall not be in
lieu of spreader bars. s,..,,.,e 01 _ _rsm 7 -,^: s
• Wire tying is an acceptable alternative to spreader bars.
°,axm�m 8 ,za2 mm,
WALL �. .,, • Spreader bars are not required if a 90 degree intersecting cross or main is
within 8 inches of the perimeter wall.
So rea°er bar or
`o
eer aui:able
aYa,em r ®q���ee to
keep pe•imlter
\j CO - p e , r Han (Suspension) Wires (figures 5a and 5b)
J sorest :log apart
27;"57, t ue31taeneo walls • . • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a)
u-o, counter sloping wires are provided (figure 5b). s:;. r:. '1. 63= 2 . 1.
`0.
• Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage
spaced 5 feet on center. sc — u,s.smi c sss
• Any connection device at the supporting construction shall be capable of car-
rying not less than 100 pounds.
NORTH'WEr> - r WALL .1. CEILING 3IJREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS
• For essential facilities, hanger wire connections must be capable of carrying figure 5a
200 pounds and bracing (splay) wires shall be capable of carrying 440 pounds, w
shot -in anchors in concrete are not permitted for bracing wires. source De 3r-
r'nera -. _. !2 r. %rl'gi, Ai h,.r..�
• Bracing wires shall be attached to the grid and to the structure in such a man-
ner that they can support a design load of not less than 200 pounds or the
actual design load, with a safety factor of 2, whichever is greater (figure 6b). m m d• - - - - -.
source CISC4 zones
• Powder driven fasteners must be approved for the appropriate loading. "
Source ,_.::E ? -:_? see _..� 9.6..... , -
• Terminal ends of each main beam and cross tee must be supported within 8
inches of each wall with a perimeter wire (see figure 4 & 5 b).: curia : Js ;A _cnec 3 -4
figure 5b • Countersloping
Electrical fixtures
• Light fixtures weighing less than 10 pounds shall have one 12 gage hanger rj y�r �i f ,� '� m�
wire connected from the fixture to the structure above. This wire may be slack. (s ^, g;• ) <a ^ ° ° }
• 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 C!5C1 s :s.n:::: zooe: 3-4.
• Light Fixtures weighing more than 56 lbs. shall be supported by directly from
the structure above. These wires must be taut. 3ou.ce G!GC,z Seismic z;» e, -4
Pendant mounted fixtures shall be directly supported from the structure above figure 6a
• using a 9 gage wire or an approved alternate support without using the ceiling Vertical hanger wire attachment
suspension system for direct support. source ^ =: sert;m c zones 3 -4
Shot -in anchor P13/4'
• Tandem fixtures may utilize common wires.
Structural concrete I
— 71
Ceiling clip max.
Mechanical Services III
• Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 3 turns
12 gage wires connecting them to the ceiling system hangers or the structure
above. These wires may be slack. scut _ e CiS ;4: e; .r:rc zcrw . 3.4
Vertical hanger wire
• Terminals or services weighing more than 56 lbs. must be independently figure 6b
supported directly from the structure above. These wires must be taut.
Splayed seismic bracing wire attachment
Seismic Separation Joints (figure 7) 5/16' drill -in expansion anchor 1f:
minimum
For ceiling areas exceeding 2500 square feet, a seismic separation joint or full structural concrete I
height wall partition that breaks the ceiling shall be provided unless analyses are Steel strap 1 • wide x 2' long x
performed of the ceilings bracing system, closure angles and penetrations to pro- 1 2 gage minimum
vide sufficient clearance. c ASCE 7 item 9.6,2.2. .2 3 turns
r
The layout and location of the seismic separation joint shall be per the designer Splayed seismic bracing wire
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 pro-
prietary joint. The amount of free movement (gap design) shall be per the designer figure 7
of record.
Special Inspections
Special inspections may be required by the jurisdiction or municipality. Contact the
local building department. C _ I
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. e' 2..;r.. - ,> 9.E:2.t:_zz.= e,r.. e Flange
Gap t 4, Pop
Design Rivet
NORTHWEST VV.A_l- 8 CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS
a '
GLOSSARY FOR THIS DOCUMENT (regional terminology may vary)
CLOSURE ANGLES HANGER WIRE PLENUM
Wall molding that surrounds the perim- 10 or 12 gage soft annealed wire used as The space above a suspended ceiling.
eter of the suspension system and ceiling primary support for the grid system. Also
tiles. called suspension wires. SLACK WIRE
A 12 gage wire that is not tight or taut.
CROSS TEES LATERAL FORCE BRACING
The cross member that interlock with the The bracing method used to prevent ceil- SPREADER or SPACER BAR
main beams, also known as cross run- ing uplift or restrict lateral movement dur- A bar with notches to prevent the sus -
ners or cross T -bars. ing a seismic event. Lateral force bracing pension system from separating, also
consists of vertical struts and splay wires. called a stabilizer bar.
DIFFUSER
A circular or rectangular metal grill used MAIN BEAM SPLAY WIRES
for the passage of air from a ducted The primary suspension member sup- Wires installed at an angle rather than
system. ported by hanger wires, also known as perpendicular to the grid.
the main runner, carrying tee, carrying
ESSENTIAL SERVICE BUILDINGS VERTICAL STRUTS
runner or mains.
Any buildings designed to be used by The rigid vertical member used in lateral
public agencies as a fire station, MOLDING force bracing of the suspension system.
police station, emergency operations A light gauge metal angel or channel Also known as compression posts,
center, State Patrol office, sheriff's fastened to the wall or partition to seismic pods, seismic struts. Common
office, or emergency communication support the perimeter of an acoustical materials are electrical conduit (EMT),
dispatch center. tile or ceiling. metal studs or proprietary products.
GRID PERIMETER WIRES
The main beams and cross tees of the Hanger wires placed within eight inches
suspension system. of the surrounding walls.
The NWCB has been serving the construction
industry for over forty years. It is recognized
as a technical authority, educational body and
Northwest spokesperson for the wall and ceiling industry.
Wall and It provides services to architects and the con-
Bureau struction community on all matters relating to the
NWCB - Oregon diversified wall and ceiling industry.
Phone: (503) 295 -0333 As the industry's development and coordination
Fax: (503) 295 -2733 organization, the NWCB saw the need to estab-
1032 -A NE 65th St. fish a document to provide clarification and the
B.C. Wall and Ceiling Association intent of NEHRP (National Earthquake Hazards
Seattle, WA 98115
Phone: (604) 597 -7180 Reduction Program) an agency of FEMA (Federal
Phone (206) 524-4243 Fax: (604) 597 -7208 Emergency Management Agency). It is meant to
Fax (206) 524 -4136 serve as a set of recommendations and is not
Toll Free (800) 524 -4215 Alberta Wall and Ceiling Bureau intended for any specific construction project.
info@nwcb.org Phone: (403) 250 -7045 The NWCB makes no express or implied warranty
www.nwcb.org Fax: (403) 291 -9515 or guarantee.
ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BRITISH COLUMBIA • SASKATCHEWAN
CITY OF TIGARD
BUILDING DIVISION PERMIT #: FBUP2007 -00055
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1/30/2007
Phone: (503) 639 -4171
Inspection Requests (24 Hrs.): (503) 639 -4175 ;:_. `'I 1
INSPECTION WORKSHEET FOR DATE: 3122/2007 TIME: 7:00AM PAGE: 41
SITE ADDRESS: 15050 SW UPPER BOONES FERR'. RD 815 CLASS OF WORK:
SUBDIVISION: OREGON BUSINESS PARK 1 LOT #: TYPE OF USE:
PROJECT NAME: OAR DAIKIN
DESCRIPTION: OAR DAIKIN. Add lay -in T. -bar reflected ceiling w /lights relocated.
OWNER: SUBOTNICK, RUTH +, PHONE #:
CONTRACTOR: ENVIRONMENTAL CONTROLS PHONE #: 503- 62GA300
Inspection Request Scheduled For: Date: 3/22/1007 Pour Time:
,Cove # Inspection Description Confirm # Contact # Message
201, 'Suspended ceiling 04523I3-01 503.740-2705 h
Corrections/Comments/Instructions:
f, PASS / n 1 P RTIAL APPROVAL ❑ CANCEL El NO ACCESS
AIL L FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED
Inspector: Date: 0 Phone #: (503) 718-27
CITY OF TIGARD
BUILDING DIVISION PERMIT #: BUP2007-00055
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 1130/?(.107
Phone: (503) 639-4171
Inspection Requests:.(24 Hrs.): (503) 639-4175
INSPECTION WORKSHEET FOR DATE: 1/3112007 TIME: 7:02AM PAGE: 40
SITE ADDRESS: 15:360 SW UPPER BOONES FERRY RD 3•15 CLASS OF WORK:
.SUBDIVISION: OREGON BUSINESS PARK! LOT #: TYPE OF USE:
PROJECT NAME: OAR DAIKIN
DESCRIPTION: OAR DAIKIN. Add lay T reflected ceiling vv./lights relocated. 4 ,„
OWNER: SUBOTNICK, RUTH +, PHONE #:
CONTRACTOR: ENVIRONMENTAL CONTROLS PHONE #: 503
Inspection Request Scheduled For: Date: 1/31/2007 Pour Time:
Code # Inspection Description Confirm # Contact # M:ssage
29f Misc._ inspection 042736-01 503-517-9142
Corrections/Comments/ Instructions:
7 w -wit -Nr- II
I PASS ."‘RTIAL APPROVAL 7 CANCEL
NO ACCESS
I I FAIL CALL FOR INSPECTION El ADDITIO AL FEE • ASSESSED
AO/
Inspector: simAINIA
Date: 3 0 Phone #: (503) 718-
NORIV