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Home My WebLink AboutPermit Signage 2020-02-07OREGON Web Address: www.springfield-or.9ov Building Permit Commercial Sign Permit Number: 8f 1-2O-OOOI SO-SIGN IVR Number: 811045546696 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 Email Address : permitcenter@springfield-or.9ov SPRINGFIELD tb Permit Issued: February 07, 2O2O TYPE OF WORK Category of Construction: Commercial Submitted Job Value: $0.00 Description of Work: Sign (1) freestanding Type of Work: None Specified JOB SITE INFOR}IATION Worksite Address 4155 FRANKLIN BLVD Eugene, OR 97403 Parcel 1703344300100 Owner: Address: TL-4L97 FRANKLIN BLVD LLC 4105 FRANKLIN BLVD EUGENE, OR 97403 LICE NSED PROFESSIONAL IN FORMATION Business Name IMAGE KING INC - Primary License CCB License Number 1613 13 Phone 54L-484-t482 PENDING INSPECTIONS Inspection 6999 Final Sign 6900 Sign Location 6910 Sign Footing 6950 Electrical Service - Sign Inspection Group Signs Signs Signs Signs Inspection Status Pending Pending Pending Pending SCH EDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Sched ule or track inspections at www.building perm its.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811045546696 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store permits expire if work is not started within 18O Days of issuance or if work is suspended for l8O Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to giye authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notitication Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-001-OO9O. You may obtain copies of the rules by calling the Center at (5O3) 232-1947, All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), OR.S 479.540 (Electrical), and ORS 693.O10-020 (Plumbing). Printed on: 2/7/20 page 1 of 2 C:\myReports/reports//production/01 STANDARD -*"- I CITY OF SPRTNGFIELD, OREGONd H AV 225 FIFTH STREET o SPRINGFIELD,OR97477 . PH:(541 )726-3753 r FAX: (541)726'3689 o sl2-stqNlCitv Job 4155 Franklin Blvd, Eugene 97403 Site Address: 001 0017033443Tax Lot: rFl tJ c 0 'F{ FT Assessors T14197 FRANKLIN BLVD LLC Phone Owner: 4105 Franklin BLVD Address: OR 97403Eugene BUY 2 Head Office Business Name, Firm, Description ofProposed Sign(s): (Please check and complete - wall I Freestanding Single Face Double Face - Square Footage:137 Total Height above Grade: Vertical Dimension of Sign or 7',-10" Dimension fiom Grade to Bottom of Sign Enclosure 12',-2" all appropriate information) Projecting Roof -Marquee Billboard - Other 20' Aluminum, Acrylic, Electric components Value of Sign: Horizontal Width of Sign or Enclosure: 9' - 5" Electrical Installation: x -Yes -No(lf yes additional electrical permit required) $45,000 Material Sign is Constructed of: p,,. ( tJ 'F{ t4 FIt lr 0I rtH List ALL existing sigaage and attach a photograph of each sign: Sq. Ftg. Sq. Ftg. (a) Type (c) Type (b) Type (d) Type Sq Sq Reed Clark - lmage King Signs Phone:(541) 484-1482 4051 W lstAvenueAddress Eugene State:Oregon zip: Expires: 97402 9-16-2016 City: CCB: 161313Construction Contractors Registration Number: OFFICE USE Sign District: Zoning:bOtv\Li h0 rFi By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certiry that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the installation of the sign(s). Date 1.22.2020 CI Dan Culnane t@Fdtrncduor .FDnOn{ Frh.rxES o!,kn6 .h.tsd{,m$lBercon -us Sharcd Drive(T:)iBuilding Foms/Sign Pemit Applicatioul-02.doc CITY OF SPRINGFIELD, OREGON Electrical Permit lication aPill.o?llr-D ,25 nnh Strel.SprlDgrleld. OR 97{?7iPlI(sllr26J7S3.FA-t(54r)726-3689 This permit is issued under OAR 9l&309{t000. Permits are nontrrnsferable. Permits erpire if rvork is nol starled within 180 days of issuance or lf rvork is suspendcd for 180 days. FEE SCHEDULE Numbcr of inrpctionr per item ( )Qty.Cost ca- Total cost Resldcntlat, par unl( scn'tcc lncluded: 1.fl)O sq. ft. or less (4)$,t 60.00 S Eaclr additional 500 sq. ft, or porrion rhcreof s 30.00 s Limited encrgy (2)$ 38.00 s Eoch monufacrured home or modular drvelling servicc or fecder (2)s 75.00 s Servlcos or fccdcrs: itstallation, dllerallot, relocatlon ?00 amps or less (2)$ 96.00 s 201 to 400 amps (2)$112.00 s 401 to 600 amps (2)s'189.00 s 601 to I ,000 omps (2)s244.00 s Over 1,000 amps or volu (2)$559.00 $ Reconnect only (2)s 75.00 S 200 omps or less (2)$ 75.00 s 201 to 400 amps (2)0 '104.00 S 401 to 600 amps (2)s,t5,1.00 s Over 600 amps or 1,000 volts, see services or fecders seclion obovc Brnnch circuits: ne*., alterution, eflension per panel a. Fee lor brorrch circuits rvith purchase ofo scn'ice or feeder [ee: Each branch circuit s 7.00 $ b. Fce lor bronch circuits witbout purchuse ofa scrvice or fceder Ge: First branch circuit (2)$ 86.00 $ Eoch additional broncb circuit s 7.00 s l\fisccllnncous fees: serryice or feeder not included Eoch purrp or irrigarion circle (2)s 7s.00 s Eoch sign or outline lightiug (2)$ 75.00 s Signul cirorit or o limited-eocrgy panel. oltcrotion, or cxtension (2)fr $ 87.00 S Each ndditional inspection: (l)s87.00 $ APPLICAiIT USE (A) Enter subtotal of above fees (Minimum Pcrmit Fee t87.00) S (B) Entcr l27o surclrarge (.12 x [A])s (C) Technology Fee (5% of [A])$ (D) Continuing Education Fee 52.50 s2.50 TOTAL fees ond surch0rg6 (A through D):s//r4 DEPARTMENT USE ONLY P.r itno.,-Q.) ^ i f0"' Sn / t lz-t-r z dDste: LOCAL GOVERNMENT APPROVAL Noveritled?YesZoning CATEGORY OF CONSTRUCTION GovemmentnResideutial JOB SITE AND Job site address: 4155 Franklin Blvd ztP"974O3State:QftCity: $pilnqfisl( Taxlot.:00100Reference: 17033443 DESCRIPTION OF WORK lnstall LED/Digital rnessage !qnlerlrees'!qn!!]ng sign PROPERTY OWNER Name:f'l-4197 FRANKLIN BLVD LLC Address: 41 05 Franklin BLVD ZrP:974O3City: Euoene Stote:Qft Fax:Phone: E-nrail: This instollatiou is bcing trude on residential or fann_pr-ropeny owned by me or I member of my immcdiate family.'l'ltis prop".ty'ir not intcnded for solc]exclrange, lease, 6r rent. OAR 479.540(l) ond 479.560(l). Signaturc: CONTRACTOR INSTALLATION Business norne: lmage King Slgns Address: 4051 W 1st Avenue Stote: OR ZIP:97402City: Eugene Fax: 541-465-4994Phone: 541-4A4-1482 E-mail: bruce@imagekin gsigns.com CCB license no.:161313 BCD licerue no. Sigrdng supervisor's licensc no.:644 SIG Print name of signing supervisgl Reed Clar!., . /tkSignature of si gning supcrviso, 440-25E4-J ( 7/2 t/10 I 5/COM ) Terupornrl serrices or feerleru: installotion, alteruliott, relocatlon Conrmercial iATION /r I THE CONTENTS HERE ON }IAVE BEEN REVIEWID'WITH ALTERATIONS NOTED ON THE PT-ANS OR BYATTACHMENT CHANGES ORALTERATIONS MADE TO THE APPROVED DRAWTNGS OR PROJECT AFrER THE DATE BELOW SHALL BE APPROVED BY THE BUITDING OFTICIAL. 4155 TRANKLIN BLVD CITYOF = =6 OREGON 2 PARI(ING LOT zo z- o L PROPERTY TIilT tAilDS(APlll6 4155 TRANKLIN BtVD Scale: 1:500 )10# 14155 Designer: D. (ulnane Sales Rep:Date: 1.21.2020Project: Buy 2 tnnklin;^Kt#i#,il#,, 1 BK afl 9'- 5" 2'-1', 1',-3', T- 3'- 6', I 2 7r10" 4'-z'. t-)' 20' 12'-2" riuy2 h l 7'l li'l 7'8"5(H 40 Pott (ON(RTTE fOOTIN6 3'0 [irc, & t]rsrA[ (t) D/r PotE srcil , trts9Act G]rTtR & (l) BorunD P0[ESlGll: IiESSIGECEI{TER: . TAERI(ATTD ALUMINUM (ONSTBU(TION ' TULI- (OI,OR RGB DISPLAY . AUTOMOTIVT PAINI TIN IsH ' SMART TTD MANAGTR PRO SOT]WART ' WH ITt A(RYLI( TA(Es WIIH ]RANSLUGNT VINYT GRAPHI(5 . 46 ROUTTR . t ED il.LuMlNAltoN 3'0 Projeo: Buy 2 tranklin Srale: 3t8" =1', Designer: D. (ulnane Sales Rep: 8K Date: r.20.2020 )10# 14155;-Ktil]#il,J,, 1 I \ I KRISPY '(BUNCI{}CHICKEN L in U PPE R CABI I{EI{T ATTACHMEI{T ,0' .090 AtUli{INUM (tADDlt'lG l'r0r{G 3/t6',flUflIlnD SoTH SlD6,ToP & B0n0$ 3/8'r 3' BoLTS (3) EACH SIDE 2'ANGTE IRON I l3',SCH 40 PIPE BRACES TVERY 24' AtL SIDTS FULLYWELOED I %'SOUARE FRAME 8',!0i ii I 3/8'r 3'r0LIs{21 tl(H slDt (0P& 80fi0il) t#;;;i;;-;*; r 8K 5ales Rep:Date: 1.21.2020 l/0# 14155 Designer: D. Culnane Scale: NT5Project: Buy 2 tranklin MESSAGE GIITER AITAGMEI{T ttrR tut ronx tutu wtrDtD I08'50 40 frPt loP 8 80mt Bfr ]5 THRU MtSSAGt (t11TIR rilJo5Ttrt l,i'5QIRAMIWmX slttt lri.rQrnaMtwm( trJG{PIPt rAx6tr lflG nntYwflDtD 316"flLttl {rst0s rcPt80nsSUQS[WRYr', Atr5ID6 8'S0{Ptm Mt55A6rClmn9GN (DaGSlDt 8"!(H.0 PtPl MTSSAGE CTI{TER ATTACHMENT TO TRAMEWORI( rurumIffD I z'frEt fufft MESSAGT CTNTER FRAMEWORX t*;;;r;;,,; l I scate: I tloo I Desiqner: I ,u I urss I o.cutnane Bl( Project: Buy 2 Franklin Sales Rep:Date: 1.21.2020 Page 1 of 4 SULLNWNY ffihiffinzuffiffiffixh,e# 10815 RANCHO BERNARDO RD., SUITE 260 SAN DIEGO, CA 92198 PROJ ECTMANAGER@SU LLAWAYENG.COM PHONE: 1-858-312-5150 FltX: 1-858-777-3534 PROJECT: PROJECT #: CLIENT: BUY 2, 4155 FRANKLIN BLVD., EUGENE, OR 24941 IMAGE KING SIGNS DAIE: 211120 ENGINEER: SA LAST REVISED: 9',-5', 2'-58. NF l-+ I N $ - o O ON 1O STD. PIPE 0D: 10.B" WALL:0.365" 4 O _tF- (O ] r'-0", I rT\ ELEVATION GENERAT NOTES fJ 1. 2. 3. 4. 5. 6. 7. 8. 9. DESIGN CODE: IBC 2018 & OSSC 2019 DESIGN LOADS:ASCE 7-16 WIND VELOCITY 135 MPH EXPOSURE C CONCRETE 25OO PSI MINIMUM PIPE STEEL ASTM A53 GR. B, Fy = 35 KSI MlN. PROVIDE MIN. 3" CLEAR COVER ON ALL STEEL EMBEDDED IN CONCRETE WHEN CAST AGAINST SOIL LATERAL SO|L BEARTNG PER tBC CLASS 4 (150 PSF/FT) PROVIDE PROTECTION AGAINST DISS IM ILAR I\iI ETALS ALL DIMENSIONS TO BE VERIFIED PR|OR TO FABRICATION GIN 8447 4PE OREGON r ,3 EXPIRES: 6nat2o2a + Page 2 ol 4 l08l 5 Rancho Bemardo RD., SD, CA 92127 proj ectmana ger@su llawayen g. com Plrone: 858-312-5 150 Fax: 858-777-3534 PROJECT: BUY 2 PROJ. NO.: 24941 CLIENT: IMAGE KING SIGNS DATE: ENGINEER: 2t1t20 SA v53 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-16 p=q.*G*ClAr with qz = 0.00256K.K.r1qV' e93.2 & 29.4) Cr 1.811 (Fi9.29.3-1) Krr= 1 .0 (26.8.2) (=1.0 unless unusual landscape) K.= from table 28.3-1 Exposure= c &- 0.85 for signs (table 26.6-1) [= 135 mph G- 0.85 (26.9) weisht= 0.832e s/h= 0,L75 Mor= 1.63 B/s= 2.69 max. height= 20.00 kips k-ft (See Page#3) Pole Loads structure height at component section c.g K. Qz pressure Q,.G.Cr Af Wind shear Moment My1 1 2 3 4 5 6.08 13.58 15.67 16.42 18.25 0.850 0.8s0 0.858 0.866 0.884 33.7 33.7 34.0 34.3 35.1 51.88 51.88 52.37 52.86 53.96 10.95 26.68 12.56 0.15 32.96 568 1 384 658 8 1778 3456 1 8803 1 0302 130 32456 sums: 83.29 4396 [vl= (M*) k-ft arm= 14.8 k-ft M=sqrt(Mor2+M*2) 65.1 5 65.17Pu= M,=sqrt(1 .21\/o.2+ 1 .oM*2; = Pole Design 1.00 65.1 8 section; pipe kip k-ft Mu.$Mn with M" = f'Z 35 ksi Z req'd. (in) 0= 0'e Size(in) t (in) fv= H M,(k-ft)Z Use at grade 65.18 24.83 10 0.365 36.9 10 STD. PIPE, $Mn = 96.8 k-ft Footing Design footprint: round (D= 1.3 P= 3.43 51='1045 A= 2.56 lBc 1605.3.2 kip tBCTabte1806.2,sections1806.3.4, 1801.3.2 S=(1.3x2x1S0psf/ft) 51 =Sxd/3 A=2.34xpl(Slxb) S=400 d =0.5xA (1+ (1+4.36x h/A) ^.5) IBC 1807.3.2.1 footing: 3' - O" dio.7', - 10" (nrru.1 deep Page 3 of 4 1081 5 Rancho Bemardo RD., SD. CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5 150 Fax: 858-777-3534 /,/,:r::":z I PROJECT: BUY2 PROJ. NO.: 24941 CLIENT: IMAGE KING SIGNS DATE: ENGINEER: 2t112020 SA v5.3 units; pounds, feet unless noted otherwise Unfactored Dead Load Moment & Torsion on 10 STD. PIPE Pnet= Tributary Area= Arm= Wind Load= Unfactored Dead Load= Torsion= Unfactored Dead Load Moment= = Ar,5= ((9'-5").(3'-6"))+((9'-5").(4'-2'))= ((9'-5',y2)-(2',-5.4"1= WL=Pnet"ATrib= DL=10psf.ATrib- WL*Arm= DL*Arm= 53.96 psf (See Page#2) 72.194 f( 27.10 in 3.896 kips 0.722 kips 105.57 k-in 1.630 k-ft Page 4 ol 4 q)a SULLNWNY rr'dfir*[ffilt'ld# I 08 I 5 Rancho Bemardo RD., SD. C A 92127 proj ectmanager@su I lawayen g. com Phone: 858-3 l2-5 150 Fax: 858-777-3534 PROJECT: BUY 2 PROJ. NO.: 24941 CLIENT: IMAGE KING SIGNS DATE: 21112020 ENGINEER: SA units; pounds, feet unless noted otherwise Check Pipe1OSCH40 for torsion and combined forces (Al sc 14 H3) Torsion = Tu = 105.57 k-in (See Page#3) Fcr = or Fcr = but not greater than: 0'6 FY = 100.3 ksi (eq'n. H3-2a) Fy= [= l= E- l_= $= 35 ksi '10.8 in3 0.340 in3 29000 ksi [-- zaolin 58.43 in' 0.997.19 ksi (eq'n. H3-2b) 21 ksi $Tn=6FcrC= 1104k-in OK (eq'n. H3-6) Mu/$Mn + (Tu/$Tn)2 = 0.682 <1 OK