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Permit q CITY OF TIGARD BUILDING PERMIT s COMMUNITY DEVELOPMENT Permit#: BUP2014-00286 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 12/04/2014 Parcel: 1$136CD01600 Jurisdiction: Tigard Site address: 11674 SW PACIFIC HWY Project: Mattress Depot Subdivision: 2006-016 PARTITION PLAT Lot: 3 Project Description: (1)illuminated wall sign. Contractor: SECURITY SIGNS INC Owner: DOUGHTY FAMILY TRUST 2424 SE HOLGATE BLVD BY DAVIS,C THOMAS PORTLAND, OR 97202 12220 SW FIRST ST BEAVERTON, OR 97005 PHONE: 503-546-7114 PHONE: FAX: 503-230-1861 Specifics: FEES Description Date Amount Type of Use: COM Class of Work: ALT T Permit Fee-Additions,Alterations, 12/04/2014 $104.12 ype of Const: Demolition Occupancy Grp: U Occupancy Load: 12%State Surcharge-Building 12/04/2014 $12.49 Dwelling Units: 0 Plan Review 12/04/2014 $67.68 Stories: 0 Height: 0 ft Info Process/Archiving-Sm$0.50(up to 12/04/2014 $2.00 Bedrooms: 0 Bathrooms: 0 11x17) Value: $2,000 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $186.29 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. 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 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: •• mittee Signature: 03.639.4175 by 7:00 a.m.for the next available inspection 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. Building Permit Application Commercial .. FOR OFFICE USE ONLY it City of Tigard Received • ��i Permit�,, �-- .off; !,� DateB i" 13125 SW Hall Blvd.,Tigard,OR 97223 0s Plan Revic Phone: 503.718.2439 Fax: 503.598.19 1� DateBy: ;711111 �� OtherPermitj. emig0 1 I.oats TI G A RD Inspection Line: 503.639.4175 Q t 2- Date Ready/By: / �y� tarts ® See Page 2 for �'L Internet: www.tigard-or.gov Dt1C t�Notified/method: I it-11 Jf�[ ei T Supplemental Information MAU TYPE OF WORK e Eai(lb,-rt 0 u_r *s inr,t, is ''''' A*, REQUIRED DATA:1-AND 2-FAMILY DWELLING ®New construction ❑Den Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ I-and 2-family dwelling ®Commercial/industrial Valuation: $ ❑ 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: I l(p 1`'t s w FA,G I F t G +I w`] New dwelling area: square feet City/State/ZIP: -r I G�po/L� , p R .97 ,• .3 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:tvt4-r-4-r--R.e5 5 DE - Covered porch area: square feet Cross street/directions to job site: w 7 111,\yE Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: l Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. _ Valuation: $ a I 1 i Iri WV1.21.l V1.21. l-cc( I.uTit 1( S IGl m — �/J Existing building area: square feet *Mount Only* New building area: square feet g PROPERTY OWNER ❑ TENANT Number of stories: Name: (' . DAv i S Type of construction: Address: 17,›4t) kA..) IS+ G r-e.E- Occupancy groups: City/State/ZIP: p.itA vG✓-tiv.vl oR. '-1005 Existing: Phone: •3 (,4 LI - CI ADO Fax:( ) New: pr APPLICANT CONTACT PERSON BUILDING PERMIT FEES* (Please refer to fee schedule) Business name:Security Signs Structural plan review fee(or deposit): Contact name:Melissa Hayden FLS plan review fee(if applicable): Address:2424 SE Holgate Blvd City/State/ZIP:Portland OR 97202 Total fees due upon application: Phone:(503)546.7114 Fax::(503)230.1861 Amount received: E-mail:Melissa @SecuritySigns.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* CONTRACTOR Commercial and residential prescriptive installation of roof-top mounted PhotoVoltaic Solar Panel System. Business name:Security Signs Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: Solar Installation Specialty Code checklist. Permit fee(includes plan review City/State/ZIP: $180.00 and administrative fees): Phone:( ) Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lie.:122809 Total fee due upon application: $201.60 Authorized signature: - This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name:Melissa Hayden Date: Hi (p J i * Fee methodology set by Tri-County Building Industry 1 + Service Board. I:\Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(l 1/02/COM/WEB) r ' 34'-6° I 4- g MI ' i ,kA1T4IE1S!1Sc de P A © ILLUMINATED CHARNEL IEiIEt DISMAY MOUNTED ON RACEWAY 11r I P. 0 SIGN ELEVATION ECEIFD NTS LLI L022014 CITYOW fICARD BUIW!I‘vnIrJISION NOTES: 1. SCOPE OF WORK IS FOR THE DESIGN OF THE ATTACHEMENT OF THE SIGN RACEWAY TO THE EXISTING STRUCTURE. (E) FASCIA (i] 2. SEE FOLLOWING PAGES FOR ---1-- STRUCTURAL NOTES. #10 STAINLESS CITY OP TIGARD STEEL TEKS iniirrEwED FOR CODE COMPLIANCE I 18"O.C., TYP. 4 OTCs�� I � I 0 o Permit#t (4--M C'7 T Address I L.74 t E - Suit ; N....._ (N) 1 1/2" ANMIE ,iG,:1 Dates � -� IRON FULL LENGTH A (N) SIGN —Jr-- OF RACEWAY BY ,Aep PRop4. LETTERS OTHERS, TYP. cy ��GINE� s% 0'-8" ay 7 .25- IA (N) RACEWAY OFFICE COPY _ BY OTHERS •. c' - ••N o 0 CONNECTION DETAIL JOSEPt[10 NTS ( EXPIRES: 12-31-201 I 9570 SW ETarbur Blvd Mattress Depot Wall Sign S suite one Hundred Project Name Project# 141010 Portland,OR 97219 MkLocation Tigard, Oregon MILLER Client Security Signs Phone 503.246.1250 -t�( S CONSULTING Fax 503.246.1395 By ALB Ck'd I I—"1 Date Page (of 3 ENGINEERS www.miller-se.com L GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NO4I STRUCTURAL . PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PR'OT'ECTION, LAND'USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYQND'THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEIy4ENTS ARE DESIGNED BY OTHERS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF Rt ORD MIR THE PROSE T Ir TC BE•NOTIFIEQ IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWMOS:-.^~,. ,: '-"~"•- • - BUILDING CODE.:,, ALL"PHASE OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. - ° PROpe. Cc' UE4''Y /. a 725 ,.PE .� N$•4.4i/ E r•• 44745'O8.1 'OSEPN o EXPIRES: 12-31-201Y 9570 SW Barbur Blvd Mattress Depot Wall Sign 141010 Suite One Hundred Project Name Project# Portland,OR 97219 Tigard, Oregon glk Location MILLER Client Security Signs Phone 503.246.1250 ,{,p��J�� � CONSULTING Fax 503.246.1395 By ALB Ck'd �-'-`\.J Date 11-.7'I'1 PageS 01 3 www.miller-se.com ENGINEERS DESIGN LOADS • THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH EXPOSURE B ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6.ALL WELDS TO USE 4043 ALUMINUM FILLER ALLOY.A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION.ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS)D1.2.WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL.WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN,THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. _ stl PROF i G <c1Gt NEF'P D cr 7 •PE y9.4,s4, aa. AoJI� I EXPIRES: 12-31-201y , grAll 9570 SW Barbur Blvd Mattress Depot Wall Sign Suite One Hundred Project Name Project# 141010 Portland,OR 97219 Location Tigard, Oregon MILLER Client Security Signs Phone 503.246.1250 CONSULTING Fax 503.246.1395 By ALB Ck'd 'ANJ Date 1t-7-/y Page S3 of 3 ENGINEERS w^"'"'.miRer-se.cam MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Mattress Depot Wall Sign Tigard, Oregon Security Signs November 7, 2014 Project No. 141010 3 pages Principal Checkect6Ad Aap PROFA N e�(4,�G1 5P lop '� 4: os, �J! EMI M" ' EXPIRES: 12-31-2011 *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barber Blvd.. Suite 100 Portland. Oregon 97219-5412 Phone (5031 246-1250 Fax (5031 246-1395 www miler-se com •' , WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the deisgn of the connection of the wall sign to the existing structure only. Input Data; ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= B B Ridge Height,hr= 15.00 ft.(hr>=he) Eave Height,he= 15.00 ft.(he<=hr) Building Width= 50.00 ft.(Normal to Building Ridge) Building Length= 50.00 ft.(Parallel to Building Ridge) I L Roof Type= Monoslope (Gable or Monoslope) �I Topo. Factor,Kzt= 1.00 Plan Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y } Hurricane Region? N Effective Area,Ae= 70 ft2 (Area Tributary to C&C) hr T. _I._ Resulting Parameters and Coefficients: 11 L Elevation Roof Angle,0= 0.00 deg. Mean Roof Ht.,h= 15.00 ft.(h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.77 GCp Zone 5 Pos.= 0.77 GCp Zone 4 Neg.= -0.86 GCp Zone 5 Neg.= -0.99 If z<=15 then: Kz=2.01•(15/zg"(2/a), If z>15 then: Kz=2.01•(z/zg)"(2/a) a= 7.00 (Note:z not<30'for Exp.B,Case 1) zg= 1200 Kh= 0.70 (Kh=Kz evaluated at z=h) Velocity Pressure: qh= 13.17 psf qh=0.00256*Kh*Kzt*Kd`VA2*0.6 (qz evaluated at z=h) Wall Pressure for Anchor Design (allowable) Design Net External Wind Pressures: F= -11.27 psf Sign Dead Load= 4.00 psf(max) Fastener Capacities: Tc= 49 lb =018 Las MS=3) --> SE- PC 3 Foe- t7ESrCr j CA-PACzTr-CS Vc= 133 lb = (31i IV)/(F5=1) 34.c• 1 111111,,Wrill� 1�iE ; depotsA _ �r_ 41i . R ; . _ 1 Ilr ill9570 SW Barbur Blvd Project Name Mattress Depot Wall Sign Project # 141010 Suite One Hundred Portland. OR 97219-5412 Location Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd L , Date 11/7/14 Page I of 3 CON NfC.T 2oN OES26N 6 ! IJ ' V= (Y PCP)(3')/(z ScitEv“)= 6 PcF 133 a c /Sc2E w Tw`= ()wt." (IF)(3') = 33.. P+_F P<-F)(6"t3")/(12") = II ft-P T = (33.g ec-F)/6- sc2.6ws) +- (i1 p r) = as' pLi Lict Las/sc,«w �"► 1.0 > (b Pc.F)(a' . (Z% Pc-F) (D) ---��--- (133 tos/SucBw) (99 Ler/scc ) .6 1•0 ? (a,o'ir)f .- (o,si) w 1.0 (0. 616 S) 6 1.67.. I/sc.oaw US 1: 10 -mks 1 Scal.E.cal 7-0P Pm-)O 00770m OF RAC-El-PAY 147' !$° O. . 9570 SW Barbur Blvd Project Name Mattress Depot Wall Sign Project# 141010 Suite One Hundred Portland. OR 97219-5412 Location Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ,1 ENGINEERS Fax: 246-1395 By ALB Ck'd L )""r Date 1117114 Page Z of 3 r ' , r TEKS SELF-DRILLING FASTENERS Product Report No. 02701 • Selector `, 9.,� r,; , .. �, .Ili 7 0 Guide 1208200 6-20 x 318 Pan i2 036- .100 100 20,000 •HVAC,electrical trim accessories 15632^0 6.20 x 3/8" KWH 12 036-.100 20,000 ^� 1527230 6.20 x 1/2" Pan ;2 .036-.100 20,000 t0 steel framing • '' 1210200 8-18 x 1/2" Pan #2 .036.100 .205 10.000 •Residential steel frame •k= 1213200 8.18 x 3/4" Pan #2 .036.100 .455 10,000 [ 1218130 8-18 x 1" Pan 12 036.100 .705 8,000 •Track to stud 1 1 - 1196200 818 x 1/2" HWH r 2 036.100 .205 10,000 •Hat channel to stud 1199200 818x518 KWH s2 .036.100 .330 10,000 .• Stud splicing '-,•?: 1200100 818x314" H' H *2 .036.100 455 10,000 -.--i r 1202200 8-18 x 1" H'NH #2 .036.100 .705 8,000 P, 1247",n 8.18 x 1.112" HWH #2 036.100 1.205 4,000 `.,e 1107053 10-16x3/4" HWH ;1 .018-.095 .220 5.000 •Stitching roof deck,wall panel 1109053 12-14 x 3/4" HWH #1 .018-.095 .205 4,000 5idelaps a duct work i 1 399053 1/4-14 x 7/8" HWH #1 .018-.095 .380 5.000 1398000 10-16 x 112" Pan #3 .036.175 .150 10,000 4 1541000 10-16 X 518" Pan #3 036.175 .200 5,000 •Clips,duct straps,bock ties or f' 1224000 10-16 x 3/4" Pan #3 .036.175 .325 5,000 accessories to steel framing ' 1542000 1016x314' Oval #3 .036.115 .325 5,000 1397000 1016 x 112• HWH #3 .036.175 .150 5,000 1127000 1016x518• HWH #3 .036.175 .200 5,000 1128000 10-16 x 3'4" H1/11H #3 .036.175 325 5,000 1129030 10.16 x 1- HWH #3 036-175 .575 5,000 1544000 10.16 x1' Oval #3 .036.175 .575 5,000 1545000 10.16 x 1" Pan #3 .036-.175 .575 5,000 1130000 10.16 x 1-1/4" HWH #3 .036.175 .825 4,000 1546000 10.16 x 1-1/4" Oval #3 .036.175 .825 5,000 1131000 10-16 a 1-1/2" HWH 13 .036-175 1.075 3,000 1550000 10.24 x 3/4" HWH #3 .036-.175 .323 5,000 •we serrations 1551000 10.24 x 1' HWH #3 .036.175 .575 5.000 under head. 11786200 10.24 x 5/8" •HNM #2 .036.175 .200 5•000 •Vibration resistance: t1107200 10.16 x 3/4" 'HWH #3 .036-.175 .323 5.000 HVAC Applications. 1 Elector-zinc tom. 11821200 10-16 x 3/4' "HWH #3 .036.175 323 5,000 Performance Data Fastener Fastener Tensile Shear Torque Dia. Pt. 26 24 © S20 Gauge 18 16 14 ® (dia-tpi) (lbs.min) (avg lbs.utt) (nil.In.bs.) #6 © 120 183 248 296 471 679 847 0 6-20 1285 750 25 Eng© 119 193 265 298 491 703 959 0 8-18 1545 1000 42 0 241 ®® 565 826 1111 1796 10-16 1936 1400 61 #10-16 ©� 208 266 299 499 708 967 agl 10-24 2702 1500 65 J 1111M 159 261 m 390 649 908 1259 1949 12-14 2778 2000 92 ERIN. 208 329 428 562 800 ® - 0 114-14 4060 2600 150 Gauge No. ®1/111310 20 22 111E1 Fastener Steel Gauge{lapped) Dia. Pt. 26 m© 20 0IEI Decimal Equivalent .105" .075" .060" .048" 036" .030" .024' .018" 06 © 278 466 526 II The values listed are ultimate averages achieved under laboratory conditions E© 294 496 560 740 1060 00 and apply to Buildex manufactured fasteners only. Appropriate safety factors #10 0 398 659 m�00 should be applied to these values for design purposes. ©0M 526 EU 1266 1540 ®0L1 703 ® 1018 mum= au0® 849 885 Ma 1764 OS • • Installation Guidelines AL A standard screwgun with a depth sensitive nosepiece should be :k. The fastener is fully seated when the head is flush with the used to install Teks. For optimal fastener performance,the work surface. screwgun should be a minimum of 4 amps and have a RPM range of 0-2500. Ak. Overdriving may result in torsional failure of the fastener or stripout of the substrate. AL Adjust the screwgun nosepiece to properly seat the fastener. Al The fastener must penetrate beyond the metal structure a AL New magnetic sockets must be correctly set before use. minimum of 3 pitches of thread. Remove chip build-up as needed. J&IT r Built ac 1349 West Bryn Mawr Avenue Teks"and Cin-aseaf are trademarks or ITW Buildex and irgis Tool Works.kx:. Itasca,Illinois 60143 630-595-3500 Fax:630-595-3549 C 2010 11W Buldex and Itnois Tool Works.lint. www.itwbuildex.com 3 0 4F 3 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 11674 SW PACIFIC HWY, TIGARD, OR, 97223 Commercial - Building 299 Final inspection PASS - No C of O BUP2014-00286 Chip Barnett Violation Summary: Inspector Contractor