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HomeMy WebLinkAboutPermit Signage 2019-09-09OREGON Web Address: www.springfield-or.gov Building Permit Commercia! Slgn Permit Number: 81 1-19-OO1962-SIGN IVR Number: 8110816.{2905 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54L-726-3753 Email Address: permitcenter@springfield-or.9ov SPRINGTIELD b Permlt Issued: September 09, 2019 TYPE OF WORK Category of Construction: Sign Submitted Job Value: $0.00 Description of Work: SIGN - (1) new freestanding Type of Work: None Specified JOB SITE INFORMATION Worksite Address 4110 HORACE ST Springfield, OR 97478 Parcel 1802052300100 Owner: Address: ]AMES R CHALLIS LIVING TRUST 64390 AIRPORT LN LA GRANDE, OR 97850 LICENSED PROFESSIONAL IN FORMATION Business Name YESCO LLC - Primary License ccB License Number 188015 Phone 801-464-4600 PENDING INSPECTIONS Inspection 6999 Final Sign 6900 Sign Location 6910 Sign Footing 6940 Sign Attachment Inspection Group Signs Signs Signs Signs Inspection Status Pending Pending Pending Pending SCHEDULING 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. Schedule or track inspections at www'buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2A2t use IVR number: 811081642905 Schedule using the Oregon ePermitting Inspection App, search'epermitting" in the app store permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this typ€ of work will be complied with whether specified herein or not' Granting of a permit does not presume to give 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 ilotirication Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain €oPies of the rules by calling the Center at (503) 232-t947. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/lrtechanical), ORS 479,54O (Electrical), and ORS 693.O1O-O2O (Plumbing). printed on: 9/9/19 page 1 of 2 C:\myReports/reports//production/01 STANDARD lr Permit Number: 81 1-19-001962-SIGN Page 2 of 2 Fee Description Technology Fee Permanent sign - 36 to 60 square feet, per sign Sign plan review, per sign Printed on: 9/9/19 Quantity 1 1 Tota! Fees: Fee Amount $8.3s $ 121.00 $46.00 $175.35 Page 2 of 2 C : \myReports/reports//production/01 STAN DARD PERMIT FEES CITY OF SPRINGFIELD, OREGON 5PRtnrCf l€LO 59 * FAX((*:J 541 )726-3689 .'-fr22-s I'l['TH STREET * SPRINGFIELD, OR 97477 * PH: (5411726-37 Citv \r{^- lNo{Q-b >3 ONj<kr).<EG Job Numb ",,611-lg-@ \qUZ- S tqtu Plan Review Fee of $46 per sign is due with application, pedestrian-oriented signs that satisfy Municipal Code 8.250(3) ($0) lbr Site Address:fr Assessors Map(s):lSo2o53V Tax Lot(s): @l OO owner: lr,rrrs 0 hc^\\is Constrrrtton Phone Number:ZOg-6os--t'il t Address:\^oHqZf Airport tztne.' crty:lo Grurde state OR np,11Y;5O DESCRTPTTON 9I PROPOSED SrGN(S) TYPE OF WORK: Please mark all that apply: New: V Replacement: Alteration/Relocation: - Business Name, Firm, etc: QUANTITY OF SIGN TYPE(S): Please indicate how many of each sign you propose to install: Wall: - Freestanding; I froiecting: -Roof: - Marquee: -Billboard: -Other:_Pedestrian-Oriented Sign (Downtown Sign District ONLY. See Municipal Code 8.250): WindoWlVall: -or Blade: -DESIGN & PLACEMENT: Please attach additional information if more than one sign is proposed: Single-Sided : --Dguble-Side d, / Non-llluminated:- Illuminated: Intemal -r'-or External -Square Footage: 56 Ae.ti"ul Dimension: -Horizontal Dimension: Distance from adjacent grade to bottom of sign face: -ft. Total t eigt t aUorre grua", 8rGil. FOR WALL SIGNS: kngth of wall on which the sign is located: -ft.FOR WINDOW SIGNS: Gross glass area of all windows on the side that the sign is located: sq. ft. Electrical installation: Yes: / No: - (If "yes," additional electrical permit required.) Materials: value ($): t tt, t{tg.uc List ALL existing signage and attach a photograph of each sign: (a) Type:Ft.:Ft.: Ft.: (b) Type: (d) Type:(c) Type: Sq. Ft.: Contnactor/In staller : Address:,47nq ^)a- \2-\<4 Axrr Construction Contractors Registration Number: PrintName: €F*tCr.l(d6 Signature City:lJaqhvrfuf state: (,t)A- Expires: 3bo -.t1\- 13 b 9 8C8u tl /r B/r I t1 OFFICE USE: Sign District:Znntng By signature, I state and agree, that as owner or owners agent, 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 certify 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 street, that the permit card is located at the front of the property, and the all times during the installation of the sign(s).approved set of plans Signature:Date: "fr Edited 07/l 7/20 1 9 BJones SPRINGFIELD OREGON www.spri ngfi eld-or. gov Worksite address:4110 HORACE ST, Springfield, OR 97478 Parcel: 1802052300100 Transaction Receipt 811-19-001962-SIGN Receipt Number: 472317 Receipt Date: 9/5/19 b City of Springfleld Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@spri ngfi eld-or. gov Fees Paid Transaction date 9t5119 915119 9t5119 Units 1.00 Qty 1.00 Ea 1.00 Automatic TechnologY Fee Description Sign plan review, per sign Permanent sign - 36 to 60 square feet, per sign Account code 224-00000425602-1 030 224-00000425602-1 030 1 00-00000425605-0000 Fee amount $46.00 $121.00 $8.35 Paid amount $46.00 $121.00 $8.35 Payment Method: Credit card authorization: 033753 Transaction Comment: via Phone Payer: eric noble Payment Amount:$175.35 Cashier: Katrina Anderson Receipt Total:$175.35 Printed: 9/5/19 3:42 Pm Fl N_TransactionReceipt_pr lr Page I of 1 DA dzsl zrrq JOB ruo. t9 -@11(eL ZONE occu GROUP DeO e3 oo ls 4: & vv1 1 STHE CONTENTS HERE ON HAVE BEEN REYIEWED' WITH ,tirERArroNS NorED oN THE PrANs oR BY ATTACHMENT CHaNcrs oR ALTERATIoNs MADE To rHE APPRoVED ONEWTNCS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. /,r tyl CI -R],1 () U r o :+-1- + utotc^Pl^lcirrtcr + Date 7-29-19 Assistaf,B Sketch CITYOF REET xx *,rlt(t*r* M: T I II : ( SITE TRIANGLE PUE RESTRICTION PRIVATE STORM PUE 20" wrDE x 8' (TREE CAN BE SITE TRIANGLE TIVE LOCATION BETTER VISIBILITY) 1 2otr(Jzf-) u. lrJ o-o ., tr (E o. lD o+,o -*t@ L .9 @ I ,i I + 'dF ozottrU ^,qt-a'? H_d?b-z EE<(/) P i\ -S8-- -so- -so- )x xxxx EMERGENCY o\_l 10 sk-1 Y/ 'lilH ( SCll IRl\ilTR SAIRt,. N .,ii tr ( ( ( ( LS l-l ll flaaaurAc]ufl t & ItsTAll oilt 0rr il.tuMr{AltD L$oxuraExT srcil - P. llAilaGtR flft0 vtRttY aI DrMtilstoils & 0tratLs IIYPE D,t [tD tttuMrilaTED lPAtf,I coton ruD MATCH vtilYttlcElTYPf rrrlil'urvr TM Rrorctosrsr MAT0H ro LoG0l & ouaAiloDlc 880il2t covE8 lPAffr c0t08 BflGt 0n GnaY coMPrtMEilT BUrtoti/G TTXTUNE ,MTD TIXCOTE ] RwrarlpArilTc0t0n DUsAr0DrcBRot{zr PtPt SlZt r rll H(r rNu l F00llil6TArERrAr 'C0[/CRrTr lstzt r w,r.r'roNcJ 6 Li, UGHTtilG WflTt tt0 tact c0r0R YJHrTr 17328'vriliacgt0s 3M BrD lcr0srrT To r.0c0l Tnr caP c0r0(nro RTIURI{ COI()R PflE,PAII{TEt) RE() 8'. tr JUSIITI CARLSUi/, JS 7-1 2.lg/1 ) __l lL E ts tr E Df MOilUMEIIT SlGt SGALt: I" = l'.0" r @ o --F ALLIANCE STORAGE 541-600 -2202 www.atliancestorag€oi.com _ SPRINGFIELD _ aLLrar{ct sIo8aGt 4r t0 I0HACE sI SPRII{GIITLD, ()B IIF N OIffi ME UTIS'&[ il nuL ftlcri( r ( tl !r'0rffi rtr r0r rcuo rdrlrbmr* *u r ml e urmr rrr fTT:-'r'tf*t: EmlffiS0UffiN6H0 ahYuori. L..c 'u rt$nfH2 8tD I 0PY-25272 1 I 0UAilTITY: I - MAITUFACTURT & lilSTALl, scoPr 0f woil: YESC0. ilonhwost Eegbn Colu d'Abm 6(I[ E Sdb IJq Pd t& lo orst fr.1n$13 rfrtdrdr.*-dLd-hrbrdrdEC!i*rr.dLqr*tff hrfr www,yorc0.c0m thniA-im r Dl. ' t '- -1 I L. 14 8'-0" 6',-0" 20" +l-*l 44"8"I AI /) I '\)@ _lo ) rrt t I L-t /' \ I \ -1 IFtF __J ,/ O(t a -4.. _ o; .- :. .i'a .; A. a.,d. I 5'-0" S@ (o o Iro o I(9 5 ALLIANCE 541-60q^-2202 www.al I ia ncestorageor.com a STORAGE_SPRINGFIELD_ a a -4 rit I .'a' E E H ' - a-' o a i Structural Engineering Calculations for: Alliance Storage 41L0 Horace St Springfield OR Monument Sign 8'-6" OAH lndex Title Basis for Design Wind Loads Sign Column Design Footing Design Drawing See Drawing 1 2 3 4 5 8ASI5 FOR DESIGN Project: Alliance Storage Descript: Monument Sign 8'-5" OAH BUILDING CODE: 2015 EDITION OF THT INTERNATIONAL BUILDING CODE LIVE I SNOW LOADS: NA GRAVITY / DEAD LOADS: EXTRUDED ALUM SIGN CABINETS = STEET FRAME SIGN CABINETS = 10 PSF 15 PSF TATERAI LOAD PARAMETERS: R|SK CATEGORY = ll AND WIND SPEED MAP 2012 IBC FIGURE 1509A APPTIES WIND: WIND SPEED, V,6 = 115 MPH, 3-SECOND 6UST WIND EXPOSURE = C SEISMIC: < WIND, WIND GOVERNS DESIGN SPECTRAL RESPONSE ACCELERATION = STEE[: Ss5 = 1.29 Sor = 0.70 Ss = 1.94 Sr = 0.70 SEISMIC DESIGN CATEGORY = RESPONSE MODIFICATION, R =3.000 PLATES (Pt) ANDSHAPES: ASTM A36,Fy =36 ksi PIPE STEEL: ASTM A5O0-GRADE B or API 5L -GRADE X42, Fy = 42 KSI TUBE STEEL (HSS): 45IM 4500, GRADE B, Fy = 46 151 WELDING: LOW HYDROGEN, E70 SERIES RODS BOLTS: ASTM A325 FABRICATION AND ERECTION TO COMPLY WITH LATEST AISC SPECIFICATIONS. ANCHOR RODS:45IM F7554, GRADE i6 D FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE BEARING PRESSURE = 1500 PSF. ALLOWABLE PASSIVE LATERAL PRESSURE = 100 PSF/FT FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL, MINIMUM 28 DAY STRENGTH, f'c = 2500 PSI CONCRETE: SEISMIC LOADS ON FREESTANDING S/G/VS tEqu,otent LateratForce Proceoure Project: AllianceStorage Descript: Monument Sign 8'-6" OAH Ref: ASCE 7-10, section 12.8 &15.1.3, table15.4-2 Site Classification Characteristics http://ea rthq ua ke.uses.sovld esisn ma os/us/aoolication. oho Site Classification D stiff soit (tbt 20.3-1) g, mox eorthquake accelerotion, T=0,2s (fig 22) g, max earthquoke accelerotion, T=1s (fig 22) occeleration based omplificotton (tbl L1.4-1) velocity bosed amplificotion (tbl 11.4-2) e kq 11.4-1) g (eq 71,4-2) g (eq 11.4-3) g (eq 11.4-4) (tbt 1.s-1) (tbt 1.s-2) (rbl 77.6-1 and u.6-2) (tbl 15.4-2) (tbl 15.4-2) (tbt 1s.4-2) kips (12.7.2) ft (tbt 12.8-2) (tbt 12.8-2) (eq 12.8-7) q (eq 12.8-2) s (eq 12.8-3) g (ea 72.8-a) 9 fq fi.a'11 g'(ei 15.4::) (fts 22-12) kips (eq 12.8-7) *iy-ft MeLaso = Fr= 5s= Sr= E= i.938 0.700 1.000 1.500 1.938 1.050 1.292 0.700 1.00 3.000 3.000 1.750 0.772 8.500 0.02 0.75 0.100 Seismic Desisn Categorv S" = (F,)(S.) = S*, = (F,)(Sr) = So, = (2 Sr.)/3 = Sor = (2 Ss1)/3 = Seismic Use GrouP = Seismic lmportance Factor = Worst Case Design Category = Seismic Base Shear Response Modiflcation Factor, R = Oeflection Amplification Factor, Co = Overstrength Factor, O = Seismic Dead Load, W = Height of Sign, hn= q= x= Fundamental Period of Vibration, T = Seismic Response Coefficient: Q = Sov(R/l) = Maximum Ca(T<=T,) = Sor/(T (R/l)) = Maximum Q [>TJ = SDlT/('f (R/l)) = Minimum Q = Where 5r > 0.69, Min Cs = 0.8 S/(R/l) = t-lL- Applicable C, = 0.431 s D Seismic Base Shear, V = Cs W = Seismic Moment at grade, MsLutt = 0.431 2.344 NA 0.030 0.787 t2 o332 L.4l Vertical Seismic load Effects (Ev] Ev = 0.2SosD (eq 12.4-4) sD6 Dr Area kips Tributary Eq. Area Evx kips Area Load psfsf 1 o.2 t.292 0.680 0.176 68.00 2.584 2 3 4 5 6 7 9 10 I 0.680 0.776 Virtical Distribution of Horizontal Seismic Load Effects (E,) Distribution Exponent, k = L.OoO interpoloted kipsArea kips C,. FrorEr* Tributary Area sf Eq, Area Loadh, nrhr' tt ft-kips 1 0.680 4.25 2.9 1.00 0.332 2 3 4 5 6 7 8 9 10 68.00 4.888 2.9 0.332t c68l 0.99 kip-Jt < Wind load governs design WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Alliance Storage Descript: Monument Sign 8'-6'OAH Ref: ASCE 7-10, Cha r 29; AISC Steel Construction Manual, 14th Edition Wind Speed, V rlt: 115 MPH Exposure: C Velocity Pressure Calculation Table: Qn = 0.0025 6KhK,cKdV 2 (psf)ASCE 7-10 (Eq 29.3-1) Area #Qh =0.00256 Kzt Kd V2 1)24.43 0.00256 0.849 1.0 0.8s 1,3225 Design Wind Load Calculation Table (Case A & B): Quh = W = QnG C1 (Rsf) >16 psf........ ASCE 7-10 (Eq 29.5-2)& Sec 29.8, C29.3.2 Area #W (psf)Qn csI I sin B/s 1)30.5 24.43 0.8s 7.47 1.000 0.941 Design Wind Load Calculation Table (Case C): Quk = W = QnG Cy $sfl >16 psf......... ASCE 7-10 (Eq 29.5-2) & Sec 29.8, C29.3.2 Area # Sign Cabinet Depth, L, (ft)Cf, o,o,Ct r,o z,Cf, 2r,o 3,Cf,3, to ros Wotor= (psf) Wsto2s= (psf) W2r to 3r= (psf) W3r,o 1or= (psf) G I 5/6/V COLUMN DESIGN Project: Alliance Storage Descript: Monument Sign 8'-5' OAH Ref: ASCE 7-10, Chapter 29; AISC Steel Construction Manual, 14th Edition, ASD Design Wind Speed, V,1,: 115 MPH Exposu re C Consider Case B: Yes Case C: No Areas Subject to Wind Forces Case B Ecc. Factor: 0.20 Description Height (s) (ft) width (B) (ft) Areo (sqft) Centroid (ft) rop {h) (ft) 0.6 W(Wind) bd) Sign Cobinet Weiqht (psf) 1) Sign 8.50 8.00 68.00 4.25 8.50 18.31 10 Calculation of Design Forces at Critical Heights Governing Load Combination (ASD): D + 0.6W v (ft)M,*+Mo (k-ft)M.u*+M, (k-in)V u* (kips) @ grade 8.50 5.29 63.5 1.245 Calc. of Eccentric Dead & Wind Load Moments /Torsion Sign Area Po (kips)e'(ft)Mo (kip ft)T* (kip ft) 1)0.680 1.993 Sign Column Design Table Pipes (P), Fy =42 ksi Square (HSS), Fy = 46 ksi Column Stoge #of Columns Column Type (P, HSS) Column Size Length (ft) Spacing CtoC (ft) Stort Elev (ft) End Elev (ft) Sleeve Depth {in) Capocity Check 1st 1st 7 P 4.50x237 13.00 -4.50 8.500 N/A OK M, with P-A (kip ft) M,/o (kip ft) V (kips) V,/Q (ktps) T, (<ip ft) T,/O (kip ft) PR (kips) P n/Q (kips) Combined Forces Alsc 360. H7-1or H3-6 5.346 8.468 7.97 o.772 24.6 0.7622.361.245 l 2.4 LATERAL BEARING PIER AND CAISSON FOOTING Project: Alliance Storage Descript: Monument Sign 8 -6" OAH Ref: 20121BC, Section 1807.3.2.1,1806.3.4 & 1806,2 S Footings = Pass lat soil res, q = Unconstrained Rectangular Pier 1 100 psf Moment/Footing, M= Shear/Footing, P=\,/= Composite Centroid, h= 5,346 7,245 4.29 lb-ft lb ft Length, L= width, w= Depth, first iteration, D = Depth, D=0.5A{1+ [1 + {4.36h1 Anl/21 = ft, parallelto sign face ft, perpendicular to sign face ft ft, (Equation 18-1) 3.0 3.0 4.57 4.57 Actual Depth, Dactuar= Sr=(2)(q)(D/3)= b=(W2+12)1/2 = A=2.34Pl(Srb)= psl (Section 1806.3.4) ft 30s 4.24 2.26 4.50