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Permit
CITY OF TIGARD BUILDING PERMIT 1114 s . COMMUNITY DEVELOPMENT Permit#: BUP2014-00161 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 07/23/2014 T[C ;1 k D g Parcel: 2S103DD01201 Jurisdiction: Tigard Site address: 13880 SW PACIFIC HWY Project: Tigard Premier Auto Subdivision: MELROSE Lot: 7-8 Project Description: Installation of(2)wall signs. Contractor: ELECTRIC AVENUE SIGN&LIGHTING Owner: GOODWILL INDUSTRIES OF THE 16005 NE 12TH ST COLUMBIA WILLAMETTE VANCOUVER,WA 98684 1943 SE 6TH AVE PORTLAND, OR 97214 PHONE: 360-903-5447 PHONE: FAX: Specifics: FEES Description Date Amount Type of Use: COM Class of Work: ALT Type of Const: Misc Administration Fee 07/23/2014 $4.50 Occupancy Grp: U Occupancy Load: Permit Fee-Additions,Alterations, 07/23/2014 $149.75 Demolition Dwelling Units: 0 12%State Surcharge-Building 07/23/2014 $17.97 Stories: 0 Height: 0 ft Plan Review 07/23/2014 $97.34 Bedrooms: 0 Bathrooms: 0 Info Process/Archiving-Sm$0.50(up to 07/23/2014 $3.50 Value: $5,000 11x17) Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $273.06 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 cop u es o t questions to OUNC by calling 503.232.1' 1.800.332.2344. Issued By: Permittee Signature:gnature: �i Call 5 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 RECEIVED Commercial I ()1< ()11 1( I I .1 41.1 City of Tigard JUL 212014 7pifir p PermitNo.: b 'go/ /a 1t 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review $ Phone: 503.718.2439 Fax: 503.598.1948ITI OF Pang : 4gc��►��r� �: a Permit: (� ;�R l) Inspection Line: 503.639.4175 l Date Ready c B See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION Nohfied/Method: r� / ;IVA Supplemental Information "47-pat { 4),Ix. CC,n3 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 ❑Addition/alteration/replacement fa Other: S IbaU equipment,materials,labor,overhead,and the profit for the • CATEGORY OF CONSLRUCTION work indicated on this application. �,!/ Valuation: $ ❑ 1-and 2-family dwelling Commercial/industrial ❑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 $gO et., Pte) Ac_ ti LeIr New dwelling area: square feet City/State/ZIP: -nbott, O Q Ql 7.275 Garage/carport area: square feet Suite/bldg./apt.no.: Project name: It wht4 P MI L2 Avio Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. N w IN1.1 S,&-A.) Valuation: S 5;04!)Pd J Existing building area: square feet / p New building area: square feet PROPERTY OWNER I ,$i TENANT Number of stories: y��' Name: PA Di_ KR A S R V S k Type of construction: `► Address: 13 S UO sw pAct•piC. F(& Occupancy groups: • City/State/ZIP: it IO,ii.J 0 4 q'7 2...z'7y Existing: CA Phone:(5O ) (03q-y 10 0 Fax:( ) New: .40% V'APPLICANT (O,'CONTACT PERSON BUILDING PERMIT FEES* Business name: Q o t S b�5 I° j/ I tin�� Structural plan review fee(or deposit): � Contact name: rvi Address: ., $lei l S(„v #412,11 ( L.L4 FLS plan review fee(if applicable): �1 Total fees due upon application: City/State/ZIP: Di us)/At OR 870(35 Amount received:Phone:( ) ) � �2 7O J Fax::( ) • E-mail: Alike if 4L toutrm S'/f4/s ,Gorr) PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* CONTRACTOR Commercial and residential prescriptive installation of roof-top mounted Photo Voltaic Solar Panel System. W Business name: t Submit two(2)sets of roof plan with connection details G�ELTi�/L �6 l�� L/�r1F1/��' and fire department access,along with the 2010 Oregon mi . Address: / 7O 5 hr 1 . /2 1/57- Solar Installation Specialty Code checklist. City/State/ZIP: U,p,,ea,ute. urn- gapry Permit fee(includes plan review $180.00 / and administrative fees): z Phone:(' ) i do .. 5 y L f permit_7 Fax:( ) State surcharge(12%of fee): $21.60 r CCB lic.: l r 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 rtrune:Aii Date:-747-17 * Fee methodology set by Tri-County Building Industry Service Board. ,4'/e4 / M 4". t. - . 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. SEE FaL1ow=Nc PPcCs FCi2 s7lqucTUZaL. ti�DM..T. Input Oates 4O "R� ASCE 7-10 , Wind Speed.V= 120.00 mph `�j ��1G��EF. ti Bldg.Classification= II (Table 1-1 Occupancy Category) ' 5 (� • Exposure Category= B 7 Ridge Height.hr= 20.00 ft.(hr>=he) • Eave Height,he= 20.00 ft.(he<=hr) - Building Width= 50.00 ft.(Normal to Building Ridge) • �,- t o N 'er Building Length= 50.00 ft.(Parallel to Building Ridge) L 3 / O Roof Type= Monoslope (Gable or Monoslope) Plan I irl - 06. 0' Topo.Factor.Kzt= 1.00 M*Ql� Direct.Factor,Kd= 0.85 Enclosed?(YIN) Y • Hurricane Region? N ( EXPIRES: 12-31-201 r{1 , all Effective Area.Ae= 40 .112 (Area Tributary to C&C) Ihe Resulting Parameters and Coefficients: 14 L Elevation Roof Angle.0= 0.00 deg. Mean Root Ht..h= 20.00 ft.(ti=he,for roof angle<=10 deg.) CITY OF'I'IGAItD Wall External Pressure Coefficients.GCp: • - GCp Zone 4 Pos.= 0.80 REVIEWED FOR CODE COMPLIANCE GCp Zone 5 Pos.= 0.8 pp [- GCp Zone 4 Neg._ -0.89� Approved: Iir GCp Zone 5 Neg.= -1.07 OTC: f 1 If z<=15 then: Kz=2.01'(15/zg)"(2/a), if z>15 then: Kz=2.01•(z/zg t 1,L 2 D a= 7.00 (Note:z not<301 o0.6. se �j1/ �`'� • •� zg Kh= 1200 (Kh=Kz evaluated at z=h) Address: <I j M ps i or " Suit Velocity Pressure: RR``��.. .-esr " qh= 13.17 1psf qh=0.00256'Kh'Kzt'Kd'V'AS(• �EI.Vt 1� Date: Wall Pressure for Anchor Design (allowable) —_ Design Net External Wind Pressures: F= -11.78 psf 4 - Sign Dead Load= 4.00 psf(max) OFFICE COPY Fastener Capacities: Tc= 195 'lb Vc= 140 lb offset= in o.d.of spacer= in Max Vb.area= 11.24 ft2 1/(((-11.78'-1)/1951b+4/1401b) Provide 0.375"dia.toggle bolt for every 11.24 sqft.of trib. k ;ZO' MA)( 4 F • • . x a X cID 3/8 v $ Pow ERS iacc t-E I3OLT (SPACED RS SNOwltj) v • •' ALr, AT Soi..r c,QpuT: 3/6- a SIM PSOni TrrE AJ HD `` " Tigard Premier Auto Care Wall Sign 140485 '1 • Art S.J.le D-e ,41.:-:.ei Project Name Project # P`'.,.`-. _, 272-2-54'2 Location 13880 SW Pacific Highway, Tigard. Oregon•• MILLER Beaverton Signs Client coNs .L- vG (503)246-1250 CJM 6112/14 I of 3 • E N G .._e q s Fax: 246-1395 By Ck'd Date Page ,• -,� ' 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. NON STRUCTURAL PORTIONS OF PROJECT. INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING • AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. • CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES 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. ,ED P RO `0-1;G1 NEF, `Pr � i la • - •c•N ,, s ../ o 0Z 7 1 'le 'QS 0. EXPIRES: 12-31-2011(1 957 �v 3ar�Lr-a vd Tigard Premier Auto Care Wall Sign 140485 . a Suite n Hundred Project Name Project # . Mill Portland. OR 9721 9-54te Location 13880 SW Pacific Highway, Tigard, Oregon • • MILLER Beaverton Signs Client CONSUL-1NG (503)246-1250 CJM 6/12/14 . of 3 • E•0,N E E R s Fax: 246-1395 By Ck'd CWV Date Page Ai • . s, DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA • OCCUPANCY CATEGORY II . WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH EXPOSURE B ANCHORAGE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR. ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. STRUCTURAL STEEL STRUCTURAL STEEL ALL STEEL IN CONTACT WITH.ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. CEO PROFF Q' 25 P- e, / •N q,�l/ ' 8 'Jt' EXPIRES: 12-31-20191 9576 S. Harour Blvd Tigard Premier Auto Care Wall Sign 140485 Project Name Project # S9 Ode Hundred 13880 SW Pacific Highway, Tigard, Oregon j Portland. OR 97219 5412 Location r MILLER Beaverton Signs Client ccvs:._- '.c (503)246-1250 CJM - 6/12/14 of 3 E+ ,,v E E R s Fax: 246-1395 By Ck'd � � Date Pa ge $ 130ILDMr _.. I ?). ' 013- ( ' s C;,c F Eft l S I AX--- Si(7,e. vt- pRe( 6€ IVE.L0 = -7Z 5 F i 1\,Ew 'rte av>;�.0 r b-k) NeA1 - z Lt�m ' F I fi 3x12 - 3r 6 `_" P /1' 13 yiervg - a : . ./b16(4): (1.116. ■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIk. Toggle Bolt location top/bottom . 111\ ;., CZ �.: �._ - � • ■ 48" x 96" Sheet Metal Intent -Illum ed -k O re m e r Cabinet Sign w/ lexan faces * *A[mio VE5II are w/toggle bolts (total of 6)c c� o 48" Q Total sign weight is 90 Ibs.4 = 5 3 b - 0 � 39 41� ., 0= CITY OF TARD OAQAIA1 . Approved Chi NAPA AMORE • IP Conditionally Approved.._....__....._.._... .......__ [ I CORER • Approved • For only the work as described in: o 0 --_,Auto PERMIT NO. S ,N2S3l4-ccoql See Letter to: Follow....- -. ._._....[ l ,r .� 1 Attach _ `[",,, l `ti A.. . ; , ? �t:p r 1 b Aa dress: i�3--f-3_�S-^o SIN l Cfi -=t- '. .f y„ i C)*' r A ! 4 c i�ara• -1 21 It{ 4y,i• k` �'�� , Mounting Detail 9" AL+e d I" ' di 7'5' ,) Cinder Block Wall it. t . • 4 Tigard Premisr Retainer ` i . Auto4Core ► ` S t It 6+,..-AR `50• 33-.63 100 End Caps ,�'► er- ,n x� ie/ yo Next r►`I- © 's Ate"' + U a}r� ¢,rtA a .J LED Units ■ ` :, f:� Conduit&connectors aS . .r*,-'-. a.rt ± .-<.i..., ate.' + tt ^ ' .,r4 Splice t Connectors t ► Power SuPPIY X.taY *+ t 1 ■ , Av+9 :E's .tp� a ; 9a,... Acrylic Face 1 2 ,t.r _ ■ On/Off - • I! 1 s0j,3,..., r""�k 4,z'r�,Y+ r. " A roy Switch f ' -; ;.S x ` 17201.4--i-9 ��t�p fasteners as Required ., hx i nn 7e%w /'i 'a i'1aut0 � / 9"Sheet Metal Cabinet 1 BEAVERTON SIGNS Tigard Premier Auto Care CS SIGN TYPE SIGN MATERIAL: This design property ------• ""'6-6-14 I 1 Wall Sign Illuminated Sheet Metal Cabinet gn Is exclusive ±; SIGNATURE FOR APPROVAL Sign w/Lexan Face/Digital Print Graphics of Beaverton Signs.All rights L�1=/�L21�I7111f` reserved.No copy or reproduction \` S.111-/tic., PAINT COLORS TO BE USED: VINYL COLORS TO BE USED: in whole or part may be done COPYRIGHT 2014 Beaverton Signs TBD Digital Print without the expressed written Total Sign Solutions 9 By Signing this sketch,you(the above signed),are hereby authorising Beaverton Signs approval of Beaverton Sins. (503)672-9037 to produce these signs as shown and depleted In this sketch as is and approve artwork 9 3399 SW Hall Sled.Beaverton,01197005 • . . . ‘ • . - • . • . . . ... = I -7):-;,. ' x ,.')'5--2(/' c-) (--,:.: r 1— EY 6,1-1'1) .-)i?c..•pc.,t-cs) ik,)E.,.42 (.-;i(_-.-(' --, —7 Z i Li v 1() .: I ,, 41 X 7 .1)2..--,c:.. 7 p.,.. L-._,,,e •, ,; .._ ...-. , 0° 166 \F- - t‘t ON - -E L. m ,-_ 4" . 1 1 i 1 ....i _ 1 . 35:.--"----- **-'64-j 41-- 1 , Li 1 ....0 (..... 1 i 1, , f-_- I 3 • Plj& 00e' Z.° 120" , 1 oggle Bolt1 tlon Top/boftom — — T '1� _ ---r�� 48" x 120" Sheet Metal Non-Illuminated ilk g © p c itt Cabinet Sign w/ lexan face.c , _ wr Flush Mounted to Cinder Block Wall /to A Ito i o w ggle bolts (total of 6) 48 Total sign weig-Irt 1itJ D o am 639- 41 © Condition ally Approved Foro ........ my the wsUk as describe in: - [ d - NAPA AUMCAN ;t I „$ A pr r oved R - � See Lett• er t0. Follow---------Attach [ J Job Add eee; .l Mounting Detail I g I ,t Cinder Block Wall c k a.Tigard, .Ib Premier Retainer r ,, Auto Care ** 503-639-4_ e o ,,t ..kWa.. -� 1 1+' © -I. ;,. /.. 7° tAllpNE rl,„ , „,,,,,, ;„3.1,., Acrylic Face Fasteners as Required // p. 9"Sheet Metal Cabinet BEAVEpTOW SIQNS Tigard Premier Auto Care CS SIGN TYPE SIGN MATERIAL: ------------. -- a 6-t4 Wall Sign This design is exclusive property t 9 Non-Illuminated Sheet Metal Cabinet of Beaverton Signs.All rights sign w/Lexan Face/Digital Print Graphics C__- / VELI I I1ICt reserved.No copy or reproduction � r • PAINT COLORS TO BE USED: VINS.COLORS rO BE USED in whole or part may be done COPYRIGHT 2014 Beaverton Si Its TBD Digital Print without the expressed written ._ sro,rs7LLI-: 9 By Signing this sketch,you)the above signed),are hereby authorising Beaverton9gro approval of Beaverton Signs. (503)671-9037 to produce these sign shown and depicted In lhrs sketches is and approve artwork 3899 SW Hall Bled Beaverton,08 97005