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SGN2016-00098 CITY OF TIGARD SIGN PERMIT Permit#: SGN2016-00098 COMMUNITY DEVELOPMENT Date Issued: 10/04/2016 T I(;A k 1) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S110AA00600 Jurisdiction: Tigard Name of Business: Seven Eleven Business Address: 10650 SW MCDONALD ST Applicant/Agent: McCormick,Tony Work Description: 20 feet high, 66 square feet per face/2 faces, adjacent to McDonald right of way. Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 8 x 8 Total Sign Area: 66 Wall Area: Wall Face(Direction): Sign Height: 20 ft. Projection From Wall: in. Illumination: Internal Materials: lexan aluminum Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $201.00 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. 1 Approved By: /��/ Permittee Signature:' S c RECEIVED i ilCity of Tigard OCT 042016 C COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Sign Permit Application CITY OF TIGARD PLANNING/ENGINEERING SIGN LOCATION Address: 7(1)(1515 ..1:1:4-) 41/66 �,vtllsi) Suite #: REQUIRED SUBMITTAL �r ELEMENTS City/state: 7b A A-6i ,,O. Zip: /7?"-� ,.E" 2 copies of elevations on 81/2"x 11" Tenant or business: 7 11 or 11"x 17"pages (Wall sign ' n elevations must include dimensions m Property owner na : 4i i/kg- C/0 re� ((- 1,50 n /ilp. CSM), of sign and wall face and show the location of sign on the wall. Address: P. Be.e 7i i Freestanding sign elevations must City/state: l)/i//f4-5 7/ k Zip: 752-27 be drawn to scale.) Phone: Email: 2'2 copies of site/plot plan,drawn to scale,on 81/2"x 11"or 11"x 17" Signcontractor: !f evez- $/641 6. 61 DitEq o act pages (not required for wall signs) Address: /5-2-6,5 i11u} 79'1' w£ . 2 List or diagram of all existing sign T �[ dimensions and square footage City/state: 6Ar/) QDi.._ 970.1..24 Zip: /7r��/ ❑ Application Fee Phone:11i '13 Z—5i l/Email: CCB License #: LtO/ _ Expiration daterT/i 7 NOTES: Contact person: p,��/ Af e��,c/Ll.1 et__ • Freestanding signs over 6 ft.in height / and walls signs of which any element weighs 20 lbs.or more require a building permit for construction. SIGN DATA (Complete all items in this section) If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all that apply) by a structural engineer. d New sign I Freestanding ❑ Electrical • Building permits require 2 sets of ❑ Alteration to ❑ Freeway ❑ Wall construction drawings and,if sign is freestanding,2 copies of site/plot plan existing sign CIRoof ❑ Other and 2 sets of engineering must be Sign #: submitted with building pertrtit 1 application. 3esr i rl Sign dimensions: 811 /6 (h) x g 2/i (w) = 46.4 sq.ft. sign area New sign:/6. 'sq.ft. + Existing sign area . sq.ft. = 49.11 Total FOR STAFF USE UNIX Total sign area: sq.ft./ i building face sq.ft.= %of bldg face Case No.: Se N Z (o C' —000 Height to top of sign: 21 ft. Projection from wall: in. Related Case No.(s): Materials: A/ai`-t i N e iii, L egP a 4* 20 ( Fee: Application accepted: Is the sign under 20 lbs.? ❑ Yes d No By: 6 P Date: (0/ // I J' (Building Permit required if over 20 lbs.) Direction wall faces (circle one): N S ©' W NE NW SE SW Application determined complete: Will the sign have illumination? [7f Yes CINo By: Date: If yes,what type: [ Internal 0 External l:\CURPLN\Masters\land Use Applications Rev.03/03/2015 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS NOTE: Person specified as "Applicant" shall be designated"Permittee"and shall provide financial assurance for work. *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. 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. SIG •f RES of each owner of the subject property required. / / r C.' i'// ..cam. /QAl fhle . / " /��-f. .01{t a /3/40 Applicant's s •nature Print name Date N, ' ,�oet.EcmT c t,".1to - 3 --(!o signa e Print name Date Owner's signature Print name Date VinewiwalniAMIW .41.41.114101.1110101 SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 PROPOSED NEW D/F PYLON • 8'-2 v2" - • • • • 01.- EI.EVEf _ ■ - II "o „ummemnii 1 I • cv L .R Display Square Footage:66.6 • DOUBLE FACE INTERNALLY ILLUMINATED .--WHITE FLANGE PYLON SIGNS(reface). '—'.PAN • LED ILLUMINATION. j..—.1.SHIEID EMBOSSMENT • 8”EXTRUDED ALUMINUM CABINET& RETAINERS PAINTED BRONZE. j,-vroun»EEMBossMEN • FORMED ACRYLIC FACES CITY OF TIGARD WITH EMBOSSEDGRAPHICS. • TRAPLINE . 1 GRAPHIC EMBOSSMENT PROPORTIONAL LOGO FIELD. Approved by Planning `O u— ,( •3M3630-26 Date: • Initial ■3M3630-33 1 3M 3630-44 lWHITE PART tt 711-M67-DF-LOGO-SIGN ■BRONZE PART It 711-M67-LOGO-RF face detail Job Location: 16394 D-ORDER# 84470.00 AAAJ 10650 SW MCDONALD STREET ,.� ,.; ISA I\/I I N G S Project Mgr.: Maggie Tankersly PORTLAND, OR T,Ir.-.nrner creation through brand innovation. maggie.tankersley@cummingssigns.com Date: JULY 22, 2016 !s cnvroct--M /‘ � S J 1 (4"c:Ifq cot l 059QI N g _„ -il, = 37v9P ("'fir/ ��5� it MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS 7-Eleven Pylon Sign 10650 SE McDonald Street, Portland, Oregon Meyer Sign Company of Oregon September 29, 2016 Project No. 161220 2 pages Principal Checked: 5.\���DPROF FS �\ aGl NF /:2 ciSi � 7252 PE 'P All / ' or aN o Ist4 , � 9'! .v Oa • , es✓OSEPH \ ' EXPIRES: 12-31-2016 *** 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 S W Barbur Blvd.,Suite 100, Portland,Oregon 97219-5412 Phone:(503)246-1250 Fax:(503)246-1395 www.miller-se.com • The existing cabinet is being replaced with a new smaller cabinet.Scope of work is for the design of the cabinet pole and • its connection to the existing structure.Since the new cabinet is smaller than the existing cabinet,the existing elements do not need to be evaluated. LOADING: DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) WIND: ASCE7-10 120 MPH,EXP C MAXIMUM HEIGHT(h)= 20.00 ft(max) (3 second gust) GUST FACTOR(G)= 0.85 K1 = 0.00 (ASCE 7-10 Figure 26.8-1) K2= 1.00 (ASCE 7-10 Figure 26.8-1) F=qz*G*Cf*0.6:(allowable) K3= 1.00 (ASCE 7-10 Figure 26.8-1) Kz qz F(psf) h Kzt= 1.00 (ASCE Eqn.26.8-1) 0.85 26.63 = 24.1 0-15 ft Kd= 0.85 (ASCE 7-10 Table 26.6-1) 0.90 28.20 = 25.5 15-20 ft Cf= 1.77 (ASCE 7-10 Figure 29.4-1) s= 8.11 ft s/h= 0.41 B= 8.21 ft B/s= 1.01 0.2*B= 2.00 ft Splice location s: Splice: 11.65 ft FORCES: Height to Height to Area Wind load Force Height to Moment Moment Width 12 bottom(ft) top(ft) (sq.ft) (psf) (lbs) center(ft) (ft-lb) (ft-lb) 8.21 15.00 20.00 41.04 25.5 1047 17.50 18323 6 6124 8.21 11.89 15.00 25.57 24.1 616 13.44 8281 2 1104 1 1 0.50 11.65 11.89 0.12 24.1 3 11.77 35 0 0 0.50 0.00 11.65 5.83 24.1 140 5.83 816 £= 1806 E= 27455 7228 SIGN POLE: Double Staged(Single Pole) at base at splice Upper Post Try a HSS Tube 5X5X1/4 sign ole Z= 7.61 in3 T= 3612 ft-lb =1806*2' M= 7228 ft-lb Tc= 14461 ft-lb Fy= 46000 psi 0.25>0.2 comb.stresses req. Mc= 17468 ft-lb =46000'7.61/1.67/12 17468>7228 OK Comb.= 0.48 <1.00 OK Use a HSS 5X5X1/4 sign pole for Upper Post r 9570 SW Barbur Blvd Project Name 7-Eleven Pylon Sign Project# 161220 Suite One Hundred Portland,OR 97219 Location 10650 SE McDonald Street, Portland, Oregon Client Meyer Sign Company of Oregon _ MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 ALB9/29/16 1 of 2 www.miller-se.com By Ck'd Date _ Page ENGINEERS Weld Check at Base of Upper Pole: • Vy= 1666 lb Mx= 7228 ft-lb Torsion= 3332 ft-lb =1666*2' Rectangular: Vtors,on= 15994 lb =3332/(SQRT(5"/12*5"/12)/2) Weld size,w= 0.3125 in = 5/16"weld Effective Throat,E= 0.22 in =0.707*0.3125" Width,b1 = 5 in Width of hss member Depth,dl = 5 in Depth of hss member Outer width of weld= 5.44 in =5"+(2*0.22") Outer depth of weld= 5.44 in =5"+(2*0.22") Atotal= 4.59 in2 =5.44*5.44-5*5 Ay= 2.2 in2 lx= 20.00 in4 Sx= 7.35 in3 Ax= 2.2 in2 ly= 20.00 in4 Sy= 7.35 in3 F= 21000 psi Vcy= 46200 lb =21000*2.2 Mcx= 12863 ft-lb =21000*7.35/12 Vcx= 46200 lb =21000"2.2 Mcy= 12863 ft-lb =21000*7.35/12 Capacity= 0.77 <1.00 OK Use 0.3125"fillet weld Upper Match Plate Bolt Check: Steel Bolt/Rod Design-AISC 13th Addition Type: Bolt Grade: A490 Threads are included in the shear plane Diameter: 0.5 in Loading: ASD No.of bolts= 4 in tension= 2 Dist.btwn.bolts= 5.88 in(bolt to edge of plate) Horiz.dist.btwn.bolts= 14.00 in T= 7.38 k =7228/(5.875"/12)/(2 tension bolts) V= 2.62 k =(1666+3332/(SQRT((14"/2)/12*(5.875"/2)/12)))/1000/(4 bolts) A= 0.196 in2 dr= 0.417 in ft= 37.7 ksi=7.38/0.196 fv= 13.4 ksi=2.62/0.196 0.5 Bolt Capacity Summary: Fnt= 113 ksi,Table J3.2 Fnv= 60 ksi,Table J3.2 Tc= 11.07 k=113*0.196*0.5 Vc= 5.88 k=60*0.196*0.5 ft/(Fnt*0.5)= 0.67 fv/(Fnv*0.5)= 0.45 Effects on tension capacity due to combined stresses: F'nt= 96.4 ksi,Eq.J3-3,page 16.1-109 T'c= 9.4 k,reduced tension capacity 9.45 >5.9 OK Use 0.5"diameter bolt Match Plate Check: arm= 4.5 in t= 1.125 in b= 7.75 in Moment= 33210 in-lb =7.38k*4.5"*1000 Z= 2.45 in3 =1.125"^2*7.75"/4 Mc= 52814 in-lb 33210 <52814 OK Use 1.125"thick plate 9570 SW Barbur Blvd Project Name 7-Eleven Pylon Sign_ Project# 161220 Suite One Hundred Portland,OR 97219 Location 10650 SE McDonald Street, Portland, Oregon MILLER Client Meyer Sign Company of Oregon Phone 503.246.1250 CONSULTING Fax 503.246.1395 ALB9/29/16 2 of 2 www.miller-se.com By Ck'des-WidtDate Page _ ENGINEERS 7-ELEVEN PYLON SIGN GENERALALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMP,MEP?SURFACES TO DEE COINTRACTOR IS RESPO.IBLE FOR VERIACMION AND CORREUTION OF ALL BE EMBEDDED IN CONCRETE OR MASONRY EMBEDDED SURFACES SMLL BE F.E ITEMS NO WORK NECESSARY FOR COMPLETION Of 1NE PROJECT.POICATED OF CONTAMINANTS.ALL MIC LOAM.COATINGS ON IRON STEEL PRODUCTS BY THE CONTRACT DOCUMENTS SMOULD N.WEST.NESE REGARDING THE SALM CONFORM TO AS.Alt3..PAAS OF CONTRACT DOCUMENTS OR SITE CONDUCE.THE CONTRACTOR SHALL...EST NTERPRETATON AND CLARIFEATION FROM THE ENGINEER BEFORE BEGINNING COAT OF RDsiNRIaITNGPANTCOLOREGALVANIZEDCOATINGS "ONE °" ,T.PROJECT.I.ABSENCE OF SU.RECNEST SHALE SIGNET THAT THE ` D PROFESS CONFORM TO ASTM nTm.ALL EXPOSED SOCIETY(ANSI D..USING \5 G T N E � CONTRACTORµSS REVIEMO AND FAMILIARVEL3 HIMSELF WITH ALL ASPECTS Cf • T.PROJECT ANO N.COMPLETE C.APREHENSION THEREOF.TM CONTRACTOR e`MU WELDING L WECONLD LENGTNASSEPOTa«w WELDING E EcCTN As SPECIFIED PER 4V ? F DSHALL BE RESPONSIBLE URING WNSTRUCTNIN. °A CONFORMANCE TO A.,SAFETY REGLRAT.DNs THESHALL TPERFORM BY INSTITUTE EOF o F..DEN'FOR WELD '' '7252 •E p G WPM SPECIFIED.ANEW WELD LENGTHS ARE NOT SHORN.THE WELD SHALL BE —,1 T.CONTRACT DAWN.,AND SPECIE...HS REPRESENT T.FINISHED RILL LENGTH OF D,ALL STRUCTURE.UNLESS OTHERW.SPECIFICALLY NOTED,THEY DO NOT INDICATE PENETRATON WELDS THE METHCO OF CCNSTRUCTION OR CONSTRucEION LOADS ONLY THE NL WELDS SHALL EoT»ERP I ''REI E MM GDTsTEMEMBER BEING WLDED. >—f I I N� B tion IS EOM..NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OMER PERS°./ND PROPER.MM.CONSTRUCT.4 THE CONT.CTOR.A11 AT WDOOFRAMINO HIS OWN EXPENSE.ENGAGE PROPERLY OUSLIFED PERSONS TO DETERMINE I 99!`�/ oe JRA WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BF USED ANO WOOD INIABRO ' INSPECT SNAE IN T.FIELD.ANY MATER.NOT AS SPECIE 1E0 OR IMPROPER ALL STRUCTURAL WOOD COLUMNS AND BM.TO BE DOUGLAS GH1° I Fs JOSEPH k, PRo MILLER MATERIAL INSTALLS..OR WORKMANSHIP SNELL BE REMOVED AND REPL.E0 10 UNLESS NOTED OTHERWISE ALL MISTS PURL1NS ANO ORTS TO BE DM WITH IED MATER.INA ALCRNwwMANNER NNER AT THE CONTRACTORS BETTER UNLESS NOTED OTHERWISE.ALL BLOCIONG AND NONSTRUCTURAL I C O N S II l 1 1 A C ITH CONTATHESE PLANS,SPEOEICATIONS ENGNEERNO AND DES.VKNA ARE MENDED CT WISN TH .C ..OTED THERW,MIA x SNAIL BE.I.Ia AP PRESSURE L EXPIRES:12-31-2016 J E N 0 1 N E E R S SOLELY FOR THE 11.JECT SPECE IED WREN MILLER CONSUL°NG ENGRAFT RS DISCLNIES ALL LIABILITY IF T...PUNS A.SPECIE!CATO.OR THE DESIGN ALL...RICO.METAL TIMBER CONNECTORS AND.NGERS SHALL BE FULLY I ADV.ARO INSTRUMIONS ATTENDANT DERETO APE USED ON ANY PROJECT CR BOLTED AMOR NAILED AS INDICATED BY IANARACMRFR UNLESS NOTED . .. Al ANY LOCATION OMER MAN ME PROJECT AND LOCO.SPECKED MESON 011.11VASE ALL CONNECTORS.HANGERS AND FASTENERS SHALL BE CORROACH OBSERVATION WATS TO ME JOB SITE AM SPFC.WSFECT..A.NOT MR1 PROTECTED PER AVNUFSCTURERS RECOI.ENDAT IONS SPAM. OF THE STRUCTURAL ENCANFERS aEsroNsem UNLESSTHE NOTED.OTHER TYPES CF NETH DOCUMENTS SPECIFY oTHEMSE. cWNECrMSREWRE PRmR / 55 /NCR STRUCTIONE PORTONS OF PROJECT. PLUNANG,F.P.TECTION.LAND USE,ATE PLANNING.EROS.CONTROL, ALL STRUCT.SL ALUMINUM SMPES AND PLATES TO BE L306140.ALL WELDS TO 7ELECTRIC.MEC.MICAL.FUOING MID wArEFHPROOPPM ME SEM.THE USE 4.13 SLUM..FILLER AMOY A PROTECTIVE BARRIER SHALL BE IN.VIOE0 m SCOPE OF THESE DRAVAX.S NO P.PRON.°BY or.ERs. A¢TRG NT CORROSION ALL WELDING TO SMUCTURAL ELEMENTS ARE DESC.I3 MOTHERS CONFORM TO AAFEFacm wELDING SOCIETE NMI MD.WEL RI LENGTHS SHOL. ARE EFFECT,.AS SPECIE!.PER THE ALUMMULA DESIGN MANUAL WELDING I CONT.CTOR TO VERET AIL CONDIT.. PRIOR TO E.RIGATION OR SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED WHERE WELO INSTALLATION. IFFIGTHS ARE NOT SHOWN.THE WELO SHALL BE FULL LENGTH DE MEMBERS RFING sNaw ON ORAwNcs. °E NOTEEOO DIFFER Is JONED.ALL.TT WELDS SHALL BE FULL PENETRAT.WADS UNLESS NOTED L Cf) ' GDDE.INCLUDINGA.LREFERENLESTANDS...UNLESSNOTEDDTNER«S. 5 W EVENT CORROSION.NUTS SHALL BE HAVE AU.P.SES OF THE WORK MNL CONFORM TO T.Ali FITE..OM. STAINLESS STEEL Z THE FOLLOWING DES.NREDURENE NUG,IGHTR CONDITION IM T_W 1.0/1616 I M RISK CATEDORrETRUCTURAL DESIGN CRITERIA LU I itA I 0 LU J MIND DESIGN DATA - NEW CABINET TO REPLACE LEJ —1 RAMC D SPEED IS SEG GUST).ULRMATE 120 12 BOLT RTO MCEXISTING (n EXPOSURE L MATCH PLATE LIJ U EL z (r D m CONCRETE ANLDN.ETESLNNAO TNTE LTDO AND recCHAPTER N EwmN N =Z w La ANEMIMIXING9 CLINCRETE SHALL OE MB J YS UNO ALL RETE WH REINFORCEMENT SHALLUNDS PER SOUS.INCH NAVE.11 NO CHLORINE DR V DCHI OREES 1..0 IX IX 8g WHERE NEW CONCRETE IS P..0 AGAINST EXISTING CONCRETE THE EXAM. I I POSTING BASE Z NI. CONCRETE AMNIA.PER CED B"T BE SETCLEl AN HOR MX. o DOWTO A ELS a FGRE MAV N M 9 TED PLATE EOSCRpouRINccWrS AAOETE TO REMAIN P SCOPE OF WORN IS LOLL ME DESIGN OF THE spyy MUMMIES CABINET POLE AND CONNECTION TO U C)a ANCHORS SHALL BE AS SPECIFED ON T.INSTALLED IN CCELFORMANCE WITH THE AGMENNGGS..ANCHORS T CREEHB+ MISTING ELEMENTS THE E TL OF THE NEW Er S SMALLER THAN THE ORIGINAL CABINET AND THEREFORE THE EXISTING ARE NOT TO LUT THROUGH ANY Mee..STEEL RE.FOCING ANCHOR.AMMO. ELEMENTS 00 NOT NEED TO BE EVALUATED.. WIIWILTURAL oak FOR - W V THAT THE E%ISLING ELEMENTS OF E TALL STRUCTURAL ETr� 3. DAMS. NAG NOT SHOW SIGNS R OF REECCORD°IF AT IS PRESENT ENGINEER me CT IONS AND AST/AM FOR.L OTHER SECTIONS PLATES AND B.S.All REG...OUR HSS SECTONS SHALL BE.TAI.tab MADE a,FYI M.PSI AND STRUCTURAL STEEL PPE SHALL BE ASTM ABI.GRADE B.TYPE OR S.F.lam PSI. EZ.7 UNLESS NOTED OTHERWISE.ALL BOLTS TO BE AMIL MDT AND ALL.C.NOR RODS STA. \\' �� I.-5 ON- (n TO M FASTENERS � A\ WMA U OE;` OFN'TLLN �� PROTECT.BARRIER �NI USSAL :fTEE %l • •I.I \.\ I A 904 ;, CSPCS`UCOLT §O CONNECTDCSIEC AT FOR JOINTS Idby �A i ' I d 1 • 0 r1 •MAL en a M. EXISTIA 1'1NG =� • o :L.DA. 161220 D=NHOG 1 I • • BOLT. DRAWN MIMED ALB E L- DA"09-29-16 REVISIONS OPLYON ELEVATION ©MATCH PLATE M67 CABINET 1"wl-U LINT FE ISULL$2 INCISES I 'Er' AS� IP NOT A•-ESL Nao.R LTn J a