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SGN2010-00181
CITY OF TIGARD SIGN PERMIT Permit#: SGN2010-00181 COMMUNITY DEVELOPMENT Date Issued: 12/09/2010 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S102AA00600 Jurisdiction: Tigard Name of Business: Pacific Plaza Business Address: 11940 SW PACIFIC HWY A Applicant/Agent: Phillis,Todd Work Description: Place and installation of(1)one 70 s.f. permanent freestanding sign. Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 7'x10' Total Sign Area: 70 Wall Area: Wall Face(Direction): Sign Height: 20 ft. Projection From Wall: in. Illumination: Internal Materials: Steel-Aluminum Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $164.00 Conditions: 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. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: Jr. Permittee Signature:' ` "e,Je_.cJ P1' Jh2 PR/9 - 001.47 RECEVED ,114 • City of Tigard DEC. 0 1 2010 Sign ��Permit Application .. TIGARD r j t\t!!tc l 7=r l l-7" 4d'r. GENERAL INFORMATION Name of Development/Project i FOR STAFF USE ONLY i L l Site 1G1 c j CL1 _ct Address/ Street Address Permit No.:_&54a A-010 • i119 107 Location 1 I CND SikiA r t.tw&1 Suite/Bldg.# City/State Zip Approved By: I`'�` v� ZZ 3 l IDate: I 4 h/C I `(t Ag d Q . 17 . Name Receipt#: Property L Map/TL#:Nu si lt3 f}C 0D M Suite Zoning: /rvb�L h P �/ Owner I � 4 I f d ' l eid Allowable Total Area: 1 o 1_ 7G_'i/ra city/State Z Zip Phone G w.4 0-, . , t3_S i k 'I i., Electrical Permit Required? 1E1 Yes 0 No Tenant or Name Business Building Permit Required? 0 Yes 0 No Name Rev.7/1/10 is\curpin\ asters\land we applications\sign permit app.doc Sign LUSMiw1 mC1 i) (fi r4 1 .Ar . Contractor Mailing Address '3f .. Ir* Nr City/State Yap Phone REOUIRED SUBMITTAL ELEMENTS 0 J.. g12,1(el -r!3,2.01"€.46Q (Note: applications will ma be accepted Oregon Const.Cont.Board License# Exp.Date without the required submittal elements) 21 6 Li 3 f 1 0 Completed Application Form Proposed 0 Permanent ®Freestanding ❑ Freeway 0 2 Copies of Site/Plot Plan,Drawn to Scale Sign 0 Temporary 0 Roof 0 Electronic (3 copies,if a building permit is required) (Check all that apply) 0 wau 0 Other size requirement: 81/2"x 11",or 11"x 17" 0 2 copies of elevations,drawn to scale litICrew sign? ❑ Alter to existing sign? (3 copies,if a building permit is required) Sign Dimensions: i i C.)tt size requirement: 81/2"x 11",to 24"x 36" Total Sign Area(sq.ft.): 0 $164.00 Fee (Permanent sign,any size) Si -70 Data Total Wall Area(sq.ft.) I ' % ❑ $52.00 Fee (Temporary sign,any type) (Complete all Direction Wall Faces(circle one): items in this NOTES: section) N S E W NE NW SE SW Height to top of sign(feet): '2_0' —0`` • Wall signs do not need to be drawn to scale, but Projection From Wall(inches): must include dimensions of wall face and sign placement. Materials: '3.-T1;tr L.- iA t`i v•-..i'wk,vie. • Wall signs do not require site/plot plans. Will sign have ill ation? es 0 No • Freestanding signs over 6 ft. required a building Type: u ntemal UI External permit. Are there any existing freestanding or wall signs at this location, including wall signs that overlap a tenant space? DyesNo If"yes",a list or diagram of all sign dimensions and square (OVER FOR SIGNATURES) footage must also be submitted. City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page 1 of 2 I hereby acknowledge that I have read this application, that the information given is correct,that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DAI'H)this day of -0eCe Vv‘C1/4t# .20 r O Dvtliattivj ets CUA iN Co p`v1 ' - Signature of Owner/Agent Contact Person Name Phone No. City of Tigard ( 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-639-4171 www.tigard-or.gov I Page 2 of 639-417 f2 NOTICE OF AMENDED TYPE II DECISION ADJUSTMENT (VAR) 2010-00006 PACIFIC PLAZA SIGN CODE ADJUSTMENT �'4 i THIS REISSUED DECISION SUPERSEDES AM) REPLACES THE ORIGL\':LI DECISION OF SEPTEMBER 1, 2010. AS DISCUSSED IN SECTION V BELOW, THE APPLICANT HAS REQUESTED REVISED FINDINGS OF FACT TO CORRECT.1IINOR ERRORS THAT DO NOT_tL4 TERI.-ILL}'ALTER THE ORIGINAL DECISION. firti-lude,.,sr-d.,.t c.ter1- ,n) 120 DAYS = 1/5/2011 SECTION I. APPLICATION SUMMARY FILE NAME: PACIFIC PLAZA SIGN CODE ADJUSTMENT CASE NO.: Variance (VAR) VAR2010-00006 PROPOSAL: I Ili ;ippltc.itif . reLrit'-'tti„! ,at', t!I'.-1,tmt.'n- t , rhe sicrn Ali' ..,1„\\ 4iid >ntr irmini. APPLICANT: James H. \\addle, .lrchtttct B(*.: Itt1ti3 Pr)rrland, ()IZ 9-1(11 OWNER: .\lprirp, 1.1.(. 6149 "\\ Shattuck Road Prr-tland, )reg('0 9-221 LOCATION: II')-N t S1\ Pacific I ligh\\at;\\'a'lunga n (a>unn l;ta \lap 2'1 t 1_2 \ VI ax I a 3t t i+ hi)t 1. ZONE: \I1 -CICU: Mixed I se-Central Business District. The \1t -I dill /{,nine Ji'.tric- t• deigned n, pro\uii a pcdc.trian friendly urban \1lla,ge in d,n\nt,>\:n I t;>ard. \ \\ide varier\ of cr,tntncrcial, civic, cmplo\mens, mixed usc, multttamtl\ and attached single-farmly residence, arc permitted. \c\\ development and redo\elopmcnt t. rcyuircd to c"nt„rm t„ tht' tndartl, r,:-Chapter 1*611i APPLICABLE REVIEW CRITERIA: (:ommunit-.- Ih\ch)pment ( tdc (:Itaptcr. 18.19t+, 1�.1Th I. I s.-tit i and I ti.(,1 i t. SECTION II. DECISION Notice is hereby given that the City of Tigard Community- Development Director's designee has APPROVED the above request for the adjustment subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section V of this Decision. CONDITIONS OF APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR THE SIGNS, THE FOLLOWING CONDITIONS SHALL BE SATISFIED: . File applicant shall 'drain a sign "term:t t+'. the freestanding tr+,',P, the Harming I)i\ rhar meets the �iL',n aide dlnlen`t+,nifi recllilrernents. ( .t )\ 1 \f I . PLO'.111:1L: I tl;_!:n(.1. I cch` �. 1'h,- .il)pl't•.int si'.ili th:anl :f1; c'lcl trit_ai ',,cr11.:t rt1C 211 + lltli'1111,..TCti SECTION III. BACKGROUND INFORMATION 1 1e1211C\ & site Information' Ilic suhicc; sm• is I c:itecl snlir!1Uc',rcrl'. ',r rhe in°ors cn •;. • i).tiit?e 1li,i!i1:\a Irca-"., l\+=u'l ' A\ and 1-ltlli 11i+>nlevard. 111, prrfpe2't is 1'<.,ru�ll a '1 sil ,pc. \Bois ,r+,li'ages +tie inrernel circulation 'A nil +'tact C"2?1111e1"CIal buildings in the \icily.. .\f sum.urrdind prop,.rric' share me \11 '-f hi) /t'lllll�t desi'gn:tt1,in, and are prod'ftninalltl' retail c',:"nrnerciai in nature. As a result of lnterseun,in improvements and right of \i,:'. widening .it the corner 11th; and l).icitic I Iii II\ ;i\ .In existing but n+fliC+rllforili1113L mautuillent sl',,tfi `.\",+� Cenlo\"ccs from the nl',,nern . I he rem Iltlll� landscaping aria is n t ,f sufficient site t„ ace, firm tdate ill'Hca`):1 ++t the usis lid ill si't,int•' i sign Pr, isal escriprlo in: the application is for an ad1usrmen- t+, the sign C+) k t't a;lt+`.t 11ia einem +,I a '4.1.rMIA '.ret'stantli'1t sign f; ,CrvICC commercial development on one l+,t r+f record. the site has two e\tcri t ,3CCess p,ants, one along Pacific Iii h\war and another ribing I fail lir,ulet':irll. the second .ti.tn will be placed ,Hosni Pacific 1lighwa\ as a replacement for a monument removed as a result of thou:"secnnn !mum unit'itts. Because ;'Fere is no longer sufficient space ftir a monument sign. a pole sign is proposed due to its smaller footprint and conformance with site distance requirements. 1 hC replacement sign l\lli be 1+fGlted appl"+f'i1111aR'\ 14 fee'T further from the lane of travel and behind a bus stop. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET The Tigard Community Develo}('1meat Code requires that property owners within 31/I) feet of the subicct site be notified of the proposal, and he i;l\en an opportunir' frit written comments and or oral testimony prior to a decision being made. In addition, state has posted a notice at the entrance n, the sire, 1 islble frimi the street. Staff received nu comments or letters frons adjacent property owners. SECTION V. APPLICABLE REVIEW CRITERIA AND FINDINGS the f tlh)wins* Development :o)de secti+,i,s address Sign Regulations in the MU-CBD Zoning District (TDC 18.780.130.C.1 & 18.610.055) The sign code permits one multi-facets. treestarld:ii ,sins \N'thin the \11 1'1 1) t.mc. 1 he proposed sign would be 211 feet tall and -11 square feet per face, for a total of 1411 square feet. I lie allowance fo ie a freestanding sign within the MT-CBI) tone is 21) feet in height and - I square feet per face 1411 square feet r•+t:il . \> .1 result the sign Is in conformance with height and site standards applicable in this tonin,.; district. l biwever, an existing sign already exists on the properr\, necessitating an adjustment t!f allow the second sign. Sign Code Adjustments (TDC 18.780.140 / 18.390.040 / 18.370.020.C.81 The director may grant an adjustment to the requirements of the sign code chapter- in means of a I l pe I i procedure 1("3011.1)4(1;, using approval criteria in 'I"I)C Sectio in I .5-I 1,))21).C.8 'huh in Subsection "a" of•I'I)C IS.3"((.021(.C.8 requires the Director to approve, approve with conditions, or deny a request for an adjustment to the sign code based on findings that at least one of the following five criteria are satisfied: (1) The proposed adjustment to the height limits in the sign code is necessary to make the sign visible from the street because of the topography of the site, and/or a conforming building or sign on an adjacent property would limit the view of a sign erected on the site in conformance with Chapter 18.780. Signs; (2) A second freestanding sign is necessary to adequately identify a second entrance to a business or premises that is oriented towards a different street frontage; O,`'7: .',N - '': ..1a• ,f, ^�,. r- a a..1•. I r - .. ' , ''' ' 1, J:,"%u,\7J;L1ic,• !,ti' .. .'u;i_/' 1'u-: . .'ru'.. .u'. is :/". .. ,. t''; v/. . i .1'•.. u,.r t 1?'./, Jl. 1,:.i .. rir, c'a'. !)i.. "':.: dt•, .r..J .�')'; :,:i'.i.'i:� - ,?a.i.,. la J�.1 .1':.. ,.,,, ;.'� 1:!'% 'iJ' I .. ?�,. t. , I ir , .'1 _ :1":/h, il'�. 1 ,.'.. ,N , ,/, l,'r r /,/',/.,;P, i.' ',i. .,,.n;'., rq.' ',7,r,. ;•i.r 1 ) ., ? , _r;: , .:..... .'.i .1.ra'.. I n7:J �!'• �.il.'Ir li., :,fi , 1.'. 1, J.i ,.... .. .. .. (3) Up to an additional 25'!n of sign area or height may be permitted when it is determined that the increase will not deter from the purpose of Chapter 18.780, Signs. This increase should he judged according to specific needs and circumstances which necessitate additional area to make the sign sufficiently legible. The increase(s) shall not conflict with any other non-dimensional standards or restrictions of this chapter; l he prnpi sed sign 1,; in conformance with `i,c :old height rc1'ulatiA!i;? Applicable to Irec,t:ind111H I ill, criterion does not apply. (4) The proposed sign is consistent with the criteria set forth in Section 18.780.130.G; l jar 'r i?/ i;,' .I >J,'.IINh'/'!0 :11 ;n flYa/r',y!'rl :rimy , '!:°,'.,. Ilc'oI'.1/TI:; ,`1¢. . .17'.!/i^ .1a', 1. I rr'. >t�l: J'T,: I/o-' >'lliht. II fry tr:e�'1;1/1.1/11:' 1 .,),,,/1)1,1114 /l r1/,Pj%„I)^ ,a' .1. I.,1,JJ:, •r.? 1,,;v . 1'.l :i: , 1 !JT.NIJ.:;t'the!' (,Jl7JI0111Ir11: ,!/IC,/.'r'�tJ4��, �fh'.� _771:'1701,','. (5) The proposed exception for a second freestanding sign on an interior lot which is zoned commercial or industrial is appropriate because all of the following apply: (a) The combined height of both signs shall not exceed 150'% of the sign height normally allowed for one freestanding sign in the same zoning district; however, neither shall exceed the height normally allowed in the same zoning district; (b) Neither sign will pose a vision clearance problem or will project into the public right-of-way; and (c) Total combined sign area for both signs shall not exceed 150% of what is normally allowed for one freestanding sign in the same zoning district; however, neither shall exceed the height normally allowed in the same zoning district. :-Ntatt finds TILIT S:en Cs dc acialstini.nt apptiw ii ciirena ha\c -at Hi-led Subsection "b" of TDC 18.370.020.C.8 further requires the Director to review all of the existing or proposed signage for the development and its relationship to the intent and purpose of Chapter 18.780 (Signs). As a condition of approval of the adjustment, the Director may require one or more of the following: (1) Removal or alteration of nonconforming signs to achieve compliance with the standards contained in Chapter 18.780, Signs; (2) Removal or alteration of conforming signs to establish a consistent sign design throughout the develoPment; and (3) Application for sign permits for signs erected without permits or removal of such illegal signs. !fr If .; ./(;./ r r: r qiditt()r if appri',cal in the Site De\ciopment Rcview. s.D1z2i i2 rciftnrc, that permiN hi. ,h!.iir.cd It 1 ) 111,LIE,111()1"). S•ignage inside building, i exempt In im -41:2-11 permit,. INDIMl :••taft. trnik that .1, 0 aid:ii' Tied, rhe ,ri.rn code adiu,rment the intent :aid purr,i,e 44 (.haprer I S. Amended Decision Process (18.390.080.F) I he director mai.- issue an amended clecist in atter ni ince if final decisai in ha, been 1 ,tied Ithai the DJ day appeal period the applicant made ,staff aware of inadvertent error, within the fincling, related ti, approval criteria Ii)( I t . i 2 . \, a result of this communication. the ( ha, revi,cd the relevant finding:, the revisions are marked in Fhis change doe, nor material alter the decii at. I he amended decision will be re-noticed to all properr owner, within 3011 feet, and rh 4biismes, da v appeal period re Tuned as described in :•;ectii in VII bdow. SECTION VI. OTHER STAFF COMMENTS 1he Tigard Building Division, Tigard Public \\ Department, and the ( )reirn Department of Franspi irtatir in ha\e review ed the applic ail,ill and IhiCCU4)11,. ) !):'i I. ( '>!` r'S 3I.1 SECTION VII. PROCEDURE AND APPEAL INFORMATION N,)nte \l.i r i ted .t' ( it`. Flail ::nu rr,:fila t„ )i I he applicant and t)\),ncr- ( nee(it rec,)rd within the rttl.aared di'r:incl• �. ffected ')i,cerlirnent :r�cnrlc• Final Decision: THIS DECISION IS FINAL ON NOVEMBER 9, 2010 AND BECOMES EFFECTIVE ON NOVEMBER 25, 2010 UNLESS AN APPEAL IS FILED. \ head: -I he (lc(Ni ,n ,t the Dire,.I, 1 ,pt' I, 1'r,--dart Res test \a:hi'Fir pu II \,.i;11111,71-.;!I% \,};,u:ii ,r I' Pt I Pr,,cedurc. 1` final tt)r pun);i,C` +)t appeal ')11 the date char it N in:ailt d. \ns parr'. VC1111 ^ralidtnc' .ice pr,•vide(: irl Sccni,t1 I S.iht 1.(14l),().I, (flat appeal rhi deem,41 in ACC(,r dance with 1ecti')t1 I ,ii It t I(• 2 ,'• the I i ,-arLi (.4,111111UtiM I)e\t•',)ptilctat ( (illi' \l hic11 pr, rll.a, a 1l rlrrttl appeal rt Yjether \l:t11 'he rttl rrc't'. fee mail i)t tiled with the Director within ten . da,, tit the date tthe nonce ,!t the in tt.t, mailed. I lit appeal fee ,chedule and ;,inns arc available In on the Planning I)tt Silt in of I hard { •in I-i.ill. I ;125! \\ I I al HH,tulevarll, )re;t i;it ()-223 n1e the applicant l the appellant, the hearing ,)n an appeal ft,)m ~he I)erect,tr., I)ec1,1+41 ^11:a11 he Ci)n tined n the ,pecarie 1,-;11c, identified in the \l'nttetl C,itlitnenNN ,uhiniiied I), the parnc, during the Cr lumen( pent,d. Additional evidence ci)ncernlnc 1;,uc, hr,iheri; raised in the Ni nice t)I \plica' 111,1. '.)t' `al minted hi .a11, pan,. during the appeal heann;g, ,uhlect N) any addltit,nil? ruic; ,>i prt icedure that mai, he ad,)pied ti-,nn rime r rime by the appellate IN ods THE DEADLINE FOR FILING AN APPEAL IS AT 5:00 PM ON NOVEMBER 24,2010. ()ue�ni)tis: It vane have am yuesn„n,. pleawc call the Cir. of I igard Planting I)i\i li)n, •I igard (`1[1 1 lall. 13125 S.\\ I hail Bt,ule\ard, l lard, ( )rein)n at 51)i 639-41-1. i .. 4 "\:()\venlher 8, ?1111) P}t1.Phitt`D B\: Inhn I•l()rd I) \'I I Associate Planner• 5i Iii--1 '4.19 •M( t), ..�I ,,:)1 { ..,,)� , ,�..� e . �t'�, ,) .l. i iii �, ., ; ; CUSTOM SRI COMPANY TX PORTLAND OREGON CCB872364 Phone: 503-246-8324 Fax: 503-245-4483 custontsign@macom copyright 2010 34 in SITE ADDRESS: HWY 99 TIGARD OREGON Pacific Plaza HEIGHT OF SIGN IS 2V TAX LOT#25102 AA 00600 FROM GRADE CONTACT:ARM PROPERTIES MARK MARK SNICK 503-591-1111 8 Removable panels App VO of each panel: 12.125 Aluminum-Steel Frame sign Aluminum Divider Bar 12r_in Sch.40 pole inside sign 4.0 found Electrical Sign (East and West Elevation) CITY OF TIGARD Approved [ L 12( in y the work as described in: RAT NO. S4'27-4"*" 09181 Letter to: Follow [ tt ch [ SCH.40 round Ir pipe as per drawing#1 : direct burial into concrete base d _Lie/17112- GRADE Job#1521-09-08-01 4 - Location:Alperiose Fokier:Alpenrose Partillo Plaza I it)p0,14- oFrk,p 114P 41641 AI File:1521-09-08-01 sign drawing 11-22-10 80 In Drawing 1 of 2 Yitit4tPatel 6/1411) 0115' Date:11-22-10 Fat M:300 Font N:300 481n ,'/ \ ;NV OI I �i110 ,/ -, \ Ili I.1111 li gi 7 0,0 ..„,:::‘,.. \ i•gni i 6F6 ,,,, fr.%. \ \ SD stvi .,,....1 , , .,, \-,..k ..z --z-.7.7..s, \ ..". 0431* ' 0 \° * ° * I IA \ \ ii 1 . 8/4.‘ \ \ • \ 'O 1)10 ••:,• .,� % \ \ \ �.�-- TO S - \\ \, „...,,, \ o ciii..-10 i4ifi �I I 1 1 T \...,.... .. \\L' y 10 ,....... ill ik.„. ,-..- \ , ,4 ,., iro,, .. i - ''4\ 1 � , 0 , .., , it k \\ \ I- I z \ VP',\ % H 4 / , , \ -..,-;,...: A 7�� kr 1 i I I i ! I • • 1/4‘tir li' , _ `1-.' i - HALL'BLVD woo-Moos — — --- ---- _ _ _ —____ O _ . 1 O \ , z ,,,v"• i m ill 111 { a CP II ill 1• VI pi 1111 DSITE 1LAyADJUSTMENT I ARtl11ECN� =` O SIGNAGE J IamMI AND DETAILS o PACIFIC HIrALIAT IGI .OR 977I3 PgN lOtU,Me. .q.MY+In a11 �s iIM ' 'r'' '>'' titUDVA r-,4 ' CATIAKIr Yi:JK•, AMilltie ©MA Vr_.kdox.fwg a0.3-2Wis‘2:,-FV,,,,i_ L'-gx Q2-24i .)--4.10,c53 lolualweitanctso Klyitpl1-1.,-,. /470 — 1 ,• — scH.4o round 8%pipe Sign F,*(oting: POLES INIM SHOWN NUJ CHT as per drawir:g# 1 :1,,; 'deep 48' wide 4g3. long direct burial into concrete base HIEilGii rr ouT SVON uNorR 20' 48.x 48-x ,,,, - - 165,4,-;4' ''' base StIZG • —1 YROM GRADE 1 38x 38'x n",4866A 1 cubic yard concrete 18588/46,858"3.5 yards of 2500 pound concrete is app. need.h.•! (North and S,4uth Elevation) (East sand Wes Elevation) Ail reber K;is 3' n-pin. clearance sides, ;. tom,top of sign footing ' 3 in GRADE —' .l'; . #4 Pebars :ft equal distance on sides lo)*Itainci antop ., ___ ;... 5 bars on(0 sides top and *4= , weld or wire ti,.44 60,n '— ; ; I 60 in --2- -- - _mai i_ ' - I I 1 . . II : job# 1521-09-W5-01 , . Location:Alpanrose J.7ol _44 __ .:-----;iii .-- tder: ,4penrose Padre Maza _ - . Hie: 1521-09-0601 footing 11-22-10„*.ill Drawing 2 of 2 .188 x 7 x 7 andie iron TA r44)ars ,q,li;;, equal distante on Date: 11-22-10 PSIS r'm 1-114° &wen tnto ground tor sign sides 'bottom 4rd top P•10•0......... Font M: 300 Peterson Structural Engineers placement-hold sign for 5 bars on .4.1il sides top and bottom iF-*nt N: 331SW,Wi3 215 // **wing of concrete 3 per role weld or wire tied Or Tar) by sign installs? Project: Pacific Plaza Sign Design - 11940 SW Pacific Hwy "\CEO FRgcFs Tigard,OR. 97223 �C`�s742sse'�' :,/ II Client: Custom Sign Company i� - 9316 SW 12th Dr VillI /C� A. Portland,OR.97219 QFC WARD p�� /3/fr/d `EXPIRES 12312 Structural Calculations Scope: To provide structural calculations for the installation of a new free standing sign at the above mentioned site. Elements not specifically referenced in these calculations are outside the purview of these calculations and are designed by others. References: 1. SEUASCE 7-05, Second Edition, Minimum Design Loads for Buildings and Other Structures,American Society of Civil Engineers 2. 2010 Oregon Structural Specialty Code(OSSC) 3. 2009 International Building Code(IBC) 4. Manual of Steel Construction,9th Edition,American Institute of Steel Construction,2006 Table of Contents Scope&References 1 Table of Contents 1 Design Criteria I Load Generation 2-3 Sign Design 4-6 Design Loads: Weight: 500 lb max(not including pole),per client Wind: 95 mph,exp. C Seismic: SDs=0.707, Site Class D(assumed) Soil: 150 psf/f(lateral soil pressure,per IBC) File: Pse110-153-01.doc Paterson Sgudural Engineer,,in project I ' /`J date 1-.2 _q - /0 Lr 5319 S.W.92-954te Dive,Suite 215I Phone(503)292-1535.degon97221-2411 — Phone designer 1 1 sheet f of i Fax:t`.r03)292-9548 i I 4r7/ rc� Ge V- 95 rrl 1, 4510' tf, = O 0256 iE 4t 4i V21-. l<zi - 1 /0' 00S . - ----,- V 2 96--2-=- 90,E s _!,0 GG ,Ory 2 411.7 - 0-00C‘6911)0 f$ 51902 sJ') 127 p s 6 = o_ S5 A 5 L o,zy 7f ff- s -7 8 = 72-4,15 -10(1)=10 So- 5 I=177(095)(!_M$)or) -1. 76? 1� ,�/�- G. 7 F r-P7(o 9s)(i_69)0(1. 2 S3 ,rb 5Injc N lny f Ila. [75EP 5315LW--.o.; ,sun.zta project I I d a date /2 (f' _ 0 PwlIwM,Owg.n$7221.2411 "'" [[�� i Fra44l 2Sa-1aa /QS Fe: 0,x-seee designer M/p 5 Sheet at r•fri rr,7r, Sl I,SrH ir._ 67r Ce, 14/poi g 2g -I (2 0) = r72 /l ' 1Ohl — l0/2 /h Fp 1-7. Sps14/p (I 7h) RPfir AaP Ca. a-707 �p = d (231o.707)(lox7) 7i2 (19 = ?9 /4 -25// 1 > Fr = 4i0? /1 l�✓in� &OVe r/1-2 s PNunoa StructuralEagkMsn,Inc. )jpp�� / Q �) 5319 S.W.W. 9m(him Culls 215 project /U - ! date / Pa99nd,Oregon 97221-2411 - Maw(493)2921939 //L� Fax:(593)292.9949 designer / 4 e 5 sheet 3 of Desiyri Pole F- 1/ 7(94 (.c4e ..-.) A/a"/r e i 4 /c lerL (Ise 5-64 A tfO Pole t Fric'C /c 64‘ ' 5 .2e5141-) Fivrti>�' l769 (6 IUse. it 0' x Pee, /-1"7, Erie dc 1,1 nsm Peterson ewe►Ra snqln5«5. 5315fat~owe NW.ewu 215 project l�1 15 3 date (� J Poorm4n1 —2k—r0 Ma*003) 1 282-nos Pa4 Par 4503)292-IMP /'designer l p c sheet of Ta Nit SW Westgate Drive,Suite 215 Dsgnr: MPS -,m� Portland,Oregon 97221 Project Desc.: Pete,run ShnrtMrd Engineers Inc Phone:503.292,1635 Project Notes: Fax:503.292.9846 www.osenaineers.com Steel Beam Design ENERCALC,INC.19932010,Vet 6.1.51 � Description: Pole Material Properties Calculations per IBC 2006,CRC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 35.0 ksi Beam Bracing: Completely Unb aced E:Modulus: 29,000.0 ksi i Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 • W(1.769) 1 Span=20.0 ft — PipeB Std ' } Applied Loads Service loads entered.Load Factors will be applied for calculations. Load(s)for Span Number 1 Pant Load: W=1.769 k tifD 15.0 fl DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.730:1 Maximum Shear Stress Ratio= 0.036 :1 Section used for this span Pipes Std Section used for this span Plpe6 Std Mu:Applied 26.535 k-ft Vu:Applied 1.769 k Mn/Omega:Allowable 36.327 k-ft Vn/Omega:Allowable 49.356 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 0.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Rate= 0<36() Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 c360 Max Downward Total Deflection 2.603 in Ratio= 184 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections-Unfactored Loads . Load Combination Span Marc.'-'Dell Location in Span Load Combination Max.'+Defl Location In Span W Only 1 2.6033 20.000 0.0000 0.000 Vertical Reactions-Urfa ctored Support notation:Far left Is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.769 W Only 1.769 5 JUL)ft IU-I;JO D./Th 6VY Westgate Drive,Suite 215 Osgnr: MPS ;Ilia Portlaend,Oregon 97221 Project Desc.: Phon635 - P.I.,...t.1.4(11/ftil EI,91.4,6 hi Project Notes' Fax:503.292.9846 wbwr.osencheers.com Fe...te; 7 WA,a.0 v•., Pole Footing Embedded in Soil ESIERCALC,INC.1983-2010,Ver 6.1.51 i affilMi4,!,ss'o.I..,'•s; , ". , ,i• -,-.,.';,:,'4,-,-.'4,,,f,:,.:2*,,,',,,4 .q 1 i s . • . sIsssisisisitvotitligiralkaliajilLar!', Description: Foundation General information (, , ,. f-,.. .s i v...,_, :'..!06 ILC 1 7:Cr!:;.: i 1?c Pole Footing Shape Rectangular Footing Width 48,0 in Calculate Min.Depth for Allowable Pressures 3 -----' No Lateral Restraint at Ground Surface I Allow Passive 300.0 Kr 14s. OM/b id 1 Max Passive 1,500.0 PSI pot,- i 06,-3, y 1 1 , Controlling Values 4 Governing Load Combination: +D+W+H I: Lateral Load 1,769k Moment 26.535k-It NO Ground Surface Restraint i Pressures at 1/3 Depth M9.20 Soil Surface i No lateral restraint 1 Actual Pe Allowable 651.91 Psf Minim"Regi*ed Depth 41','1,1'4'414 , •' -,-;!,--.4.:,, L,AL11.1,45:Ps'2.:'- . 1 Footing Base Area 16.0 r2 FootingUlh=44y, maximum Soil Pressure 0.06875 kat Assioes bow t square Applied Loads Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D:Dead Load k MI k-ft 1.10 k Lr:Roof Uve It Wft k-ft k L:Live k It/ft k-ft k S:Snow k kilt k-ft k W:Wind 1.769 k kirt " k E:Earthquake k kilt k-ft k H:lateral Earth k KM k-ft k Load distance above Base 15.0 ft TOP of Load above ground ft BOTTOM of Load above ground ft Load Combination Resta 1 • ., ' ::);finiei 6 Giound Surface kip* - :: , T,,, PitalitriatAi8 Depth Load Cornlikidian , ,. -:;, = ' -11418?-(k) Moments-(ft-k) Depth.(fl Atha Mow (pet) +15 0.0 .. 0.0 0.13 0.0 0.0 +04-W+H 1.8 26.5 5.00 649.2 651.9 +040.750Lr+0.750L40.750W4l 1.3 19.9 4,50 585.0 588.0 , +0+0.750L+0.750S40.750W41 1.3 19.9 4.50 585.0 588,0 40.60D+W+H 1.8 26.5 5.00 649.2 651.9 44; 111 CITY OF TIGARD RECEIPT ,1 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 180658 - 12/09/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010-00181 Sign Permit 1003100-43115 $143.00 SGN2010-00181 Sign Permit-LRP 1003100-43117 $21.00 Total: $164.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 6649 KPEERMAN 12/09/2010 $164.00 Payor: Custom Sign Co., Inc. Total Payments: $164.00 Balance Due: $0.00 Page 1 of 1