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Home My WebLink AboutPermit Building 2019-11-22OREGON Web Address: www.springfieid-or.9ov Building Permit Residential Structural Permit Number: 811-19-002639-STR IVR Number: 81 1051584356 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address : permitcenter(Ospringfield-or.gov SPRIN6TIELD # Permit Issued: November 22, 2019 Category of Construction: Single Family Dwelling Submitted Job Value: $2,000.00 Description of Work: Remove load bearing wall and install new beam Type of Work: Alteration JOB Worksite Address 1B5B G ST Springfield, OR 97477 Parcel 1703362111900 Owner: Address: LAWSON EDNA C & KENNETH E 1B5B G ST SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name OWNER - Primary License CCB License Number 000000 Phone PEN DIITIG IT{SPECTIOTIS lnspection 1999 Final Building 1260 Framing 1 1 10 Footing Inspection Group Struct Res Struct Res Struct Res Inspection Status Pending Pending Pending SCHEDULING INSPECTIOilS 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 u{ord "schedule" to 1-888-299-2821 use IVR number: 811051584356 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work ic not started \,vithin 18O DayJ of issuanco or if work ls suspended for 180 Oays or longor depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will bo complied with wh€ther specified herein or not. Granting of a permit does not presume to giv€ authority to violate or cancel the provisions of any other it.tG or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rul€e adopted by the Oregon Utility Notiflcation Center, Thor€ rules are set forth ln OAR 952-OOl-0010 through OAR 952-OO1-OO9O, You may obtaln copios ofth6 rules by calling thc Center at (5O3) 232-1947. All persons or entities performing work under this permit are requir€d to b€ licensed unless exempted by ORS 701.O1O (Structural/Mechanical), ORS 479.54O (Electrical), and ORS 693.O1O-O2O (Plumbing). Pilnted oni 11/22119 page I of 2 C | \rnyReports/repoft s//prodactron/0 1 STANDART) "J TYPE OF WORK Permit Number: 81 1-19-002639-STR Page 2 of 2 Fee Description Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (120lo of applicable fees) Pnnted on: 11/22119 Page 2 ot 2 Quantity Fee Amount $5.10 $ 1 02.00 $12,24 $119,34Total Fees; C : \myReports/reports//productron/0 1 STANDARD FERMI? FEES SPRINGFIELD {fi 0Ri60N www. springfield-or. gov Worksite address: 1858 G ST, Springfield, OR97477 Parcel:1703362111900 Transaction Receipt 81 1 -19402639-STR IVR Number: 81 1051 584356 Receipt Number: 473101 Receipt Date: 11122119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Transaction date 11t22119 11t22t19 Units 1.00 Ea 1.00 Ea Fee amount $102.00 $12.24 $5.1 0 Pald amount $102.00 $12.24 $5.1011t221191.00 Automatic Technology Fee Descrlption Structural building permit fee State of Oregon Surcharge - Bldg l12o/o of applic€ble fees) Fees Paid Account code 224-00000- 425602- 1 030 821 -00000-21 5004-0000 204-00000-425605-0000 Payment Method: Credit card authorization: 01 0986 Payer: LAWSON EDNA C & KENNETH E Payment Amount,$1 19.34 Cashier: Katrina Anderson Recelpt Total:sl 19.34 Printed: 11/22i19 2:39 pm Page 1 of 'l F lN_TransactionReceiptJr Crry or SpruNcrulD" oREGoN Structural Permit Application 225 F ifrh Street 0 Springfi eld, OR 97 47 7 . PH(54 l)7 26 -37 53 r FAX(54 I )726-3689 olrEoolr This permit is issued under OAR 91&4604030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. ,7o4tn4( aj- ao lssLtt.t a.lgfr- fl(t coulr.f(tt\ b.tfrNlrUtlLllD, El6ll) - T'US Permitno.: ln-@a A1 I Date: f t IZZ-1 q This project has final land-use approval. Signature:Date: This project has DEQ approval. Signature:Date: Zoning approval verified: I Yes f] No Property is within flood plain: I Yes f] No Residential CommercialI Govemment AND Job site address: Ciry: a-Dn, ^^D;u l State:zw:411! _ -. vSutdrvrslon:Lot no. Reference:Taxlot: { E &ra-/1 Address: Name: City:$py-,'nq*,0t at State:Ol{ZrP:?tzl -oo Fax: [47/'E-mail:/{ Bui lding Owne;.or Owner! agent4rthorizing th is appl ication: sign here: LA *+: / A)----,tdo--' F,This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. Business name: Address:n City:\'.H State:ZIP: Phone:Fax: E-mail:\J CCB license no Print name: Signature: .nOccupancy (a) Job description: Construction type: ('Vz-a A; Squarefeet: I {AO Cost per square foot: Other information: TypeofHeat: A(tC{.f-iC r.r.., al( h,A_rf Energr Path: I new flalteration E addition (b) Foundation-onlypermit? [ Yes E Xo Total valuation: , (a) Permit fee (use valuation table):s lo7- (b) Investigative fee (equal to [2a]):$ (c) Reinspection ($ per hour): (number ofhours x fee per hour)$ (d) Enter l27o surcharge (.12 x[2a+2b+2c]):s \2.24 (e) Subtotal of fees above (2a through 2d): Plan review (6502 x permit fee [2a]): 3. (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal offees above (3a and 3b)$ (a) Seismic fee,7o/o (.01 x permit fee f2,al);$ (b) Tech fee,5%o (.05 xpermit fee[2a]+PR fee [3c])t s'lo IOTAL fees and surcharges (2e+3cr4a+b):$ I rg .3Lf SUB.CONTRACTORI Name Phone Electrical Plumbing Mechanlcal Last edited 5-5-2019 BJones DEPARTMENT USE ONLY FEE SCHEDULE l. Valuation information $fuoo $ $e- 4. Miscellaneous fees LOGAL GOVERNMENT APPROVAL CATEGORY OF CONSTRUCTION PROPERTY OWNER CONTRACTOR INSTALLATION CCB License # Propefi Owner Statement Regarding Construction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Conltruction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 (2ll This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the aPProPriate box: I own, reside in, or will reside in the completed structure and my general contractor is Name CCB#Expiration Date t/ I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board' or I will be performing work on property I own, a residence that I reside in, or a residence that lwill reside in. lf I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. lf I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the lnformation and ! hereby certify that the information on Notice to Homeowners About Construction Responsibilities, this homeowner statement is true and accurate. u VO I Ur"- s or'\ Print Name of Permit APPlicant Signature of Applicant l)1-4 Ir rI Date Permit #: Address: 3 lssued by Date This Copy for Permit Offices t.\^ z-\tq lnformation Notice to Owners About Construction Res Ponsi bi I ities (oRS 701.325 (3)) CONSTRUCTION CONTRACTORS BOARD PO Box 14140, Salem, OR 97309-5052 Telephone: 503-378-4621 - Fax: 503373-2007 Website Address: www.oregon. oov/ccb Homeowners acting as their own general contractors to construct a new home or make a substantial iriprovement to in existing structure, can Prevent many problems by biing aware of the following responsibilities: o Homeowners who use labor provided by workers not licensed by the Construction Contractors Board, may be considered an employer, and the workers who provide the labor may be considered employees. As an employer, you must comply with the following: Oregon,s Withholding Tax Law: Employers must withhold income taxes from employee wages at thi time employeeslre paid. You will be liable for the tax payments even if you don't actually withhold the tax fiom your employees. For more information, call the Department of Revenue at 503-378-4988. Unemployment lnsurance Tax: Employers are required to pay a tax for unemployment insurance purposes tn the wages of all employees. For more information, call the Oregon Employment Department at 503-947'1 488. Oregon,s Business ldentification Number (BlN): is a combined number for both Oregon Withiolding and Unemployment lnsurance Tax. To file for a BlN, go online to the oregon Business Registry. For questions, call 503-945-8091' Workers Compensation lnsurance: Employers are subjecl to the Oregon Workers Compensation Law, and must obtain Workers Compensation Insurance for their employees. lf you fail to obtain Workers Compensation lnsurance, you could be subject to penalties and be liable for all claim costs if one of your workers is injured on the job. For more information, call the Workers Compensation Division at tne Department of Consumer and Business Services at 800452-0288. Tax Withholding: Employers must withhold Social Security Tax and Federal lncome Tax from employee *age". you may be liable for the tax payment, even if you didn't actually withhold the tax. For a Federal EIN number, go online to www.irs.gov. a a a o Other Responsibilities of Homeowners: Code Compliance: As the permit holder for a construction project, the homeowner is responsible for notifying building officials at the appropriate times, so that the required inspections can be performed. Homeowners are also responsible for resolving any failure to meet code requirements that may be found through inspections. property Damage and Liability lnsurance: Homeowners acting as their own contractors should coniact iheir insurance agent to ensure adequate insurance coverage for accidents and omissions, such as falling tools, paint overspray, water damage from pipe punctures, fire, or work that must be redone. Liabiiity lnsurance must be sufficient to cover injuries to persons on the job site who are not otherwise covered as employees by Workers Compensation lnsurance. Expertise: Homeowners should make sure they have the skills to act as their own general contractor, and the expertise required to coordinate the work of both rough-in and finish trades. a a 1 t^-^^^A, a,.,nar :/nnfa.t q-?nl 6 This Copy for Permit 112O Arthur Street Eugene, Oregon 97402 Office: 541-357-5532 Cell: 541-556-1248 Ammon@WoodChuckEngineering.com November2O,2Ot9 Project 19.289 Carol Lawson 1858 G Street Springfield, Oregon 97 477 Subject Engineering calculations Interior bearing wall removal 1858 G SL, Springfield, Oregon 97477 PROJECT DESCRIPTION This project consists of analyzing the foundation and foaming systems for the proposed interior wall removal for the single-family residence at the subiect location. DESIGN CALCUTATIONS 1-7 DESIGN CRITERIA RoofDeadLoad =15psf Roof Live Load = 25 psf (Snow) Soil Bearing: 1500-psf ASCE 7-16, 2014 OSSC (based on 2012 IBC) Thank you for the opporhrnity to be of service. Please call if you have any questions. Respectfully, dr",,--fu Ammon Luke, E.l.T. WoodChuck Engineering CLL-\-zl 65476PE 1RE3ON Fauh :J8'oo' 1 ( C lerr--ru" *rlE Member Member Section Uaterial Remarks 8101 3-t/2'xt3-tl2' or 5-l/2"x12" 24F-V4 DF/DF Glulam #&J-rl-l.n lYrr99.4YqI Beam Schedule 1858 G Street Springtreld Oregon 97 47 7 Beam Schedule Client: Carol Lawson Project 19.289 WoodChuck Engineering 1r/20/201e 1t1 Floor DLI 12 psf Floor LLI 40 psf Roof DLI 17 psf RoofSLl 25 psf wall DLI 10 psf #hJ-r-,j--l-rj !ry?9-d9.h..lqI Beam Loads 1858 G Street Springfi eld, Oregon 97477 Clienr Caroll,awson Proiect 19.289 Member Unifom lradsI *J o..rl ",.1 I TvDel widfr,ft.l laae prl Load,ptrlrrod To llcrber Specifications Section Material 8101 17.00 12.5:0 17.O 3-rl2'xt3-1/2' or S-712'x12" 24F-V4 DF/DF Glulam WoodChuckEngheering 1U2O/2019 ) l', WoodChuck Engineering 1120 Arthur Street Eugene, Oregon 97402 u1-357-5532 DESCRIPTIo 8101 - replacement for removed wall- 5.5" CODE REFEREA'CES Pn{ect Title: Carol LawsonEngineec ADL Proiect lD: 19.289 Proiect Descr lnterior Wall Removal Pnntad: 20 NOV 2019. 7:58PM m Wood Beam Soffware INC.BuiH:12. huck EnginosrlngLic. #: KW{6009596 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 20'18 Material Properties Analysis MethoAllowable Stress Design Fb + Load CombinatlBc 2018 Fb - Fc - Ptll Wood Species DF/DF Fc - PerP wooO Grade 24F-V4 Fv Ft Beam Bracing Beam is Fully Braced against lateraFtorsional buckling 5.5x12 Span = 17.O ft 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 trsi E: Modulus of Elasti Ebend- rc< '1 ,800.0ksi Eminbend - x 950.0ksi Ebend- yy 1,600.0ksi Eminbend - y 850.0ksiDensity 31.210 pcf Applied Loads Servicl loads entered. Load Foctors will be applied for calculations, Loads on all spans... Uniform Load on ALL spans DESTGN SUfiIMARY Maximum Bending Stress Ratio Section used for this span Load Combination Location of maximum on span = Span # ufiere maximum occurs = Maximum Deflection Max Downwad Transbnt Defledkrn Max Upward Transient Deflectfurn Max Downward Total Deffectbn Max Upurard Totd Deffec{i:n D = 0.010, L = 0.030 ksf, Tributary Width = 12.50 ft 0.6841 5.5x12 1,642.05p6i 2,400.00psi +D+L 8.500ft Span # 1 0.322 : 1 5.5x12 85.31 psi 265.00 psi . - +a+L 0.000 ft Span # 1 Maximum Shear Stress Ralio = Sectbn used for this span = Lmd Gomtlination Locatftrn of maximum on span = Span # where rnaximum o@urs = 41 0 >=360 0<3fl) 307 >=240o4N 0.497 in Rato = 0.000 in Ratb = 0.663 in R.tio = o.ooo in Ratio = Maximum Forces & Stresses for Load Combinatlons Design OK Load Combination Segment Length SPan # Max Stress Ratios MVCdCTTC; Cr cmctcLMtu FO Moment Vaiues Snear valw;r V ^f,v F! D Only Length = 17.0ft I 0.190 0.089 +D+L Length=17.0fl t 0.684 0.322 +D+0.750L Length=17.0ft I 0.,145 0.209 +0.60D Lerqrth=17.0ft 1 0.064 0.030 Overall Maximum Deflections 0.90 1.00 1.25 1.60 4.52 18.06 14.68 2.71 410.51 1,642.05 1,334.16 246..31 c,@ 2160.00 0.00 2/100.00 0.00 3m0.00 0.00 3840.00 0.e0 0.94 0.G0 3.75 0.00 3.05 0.00 0.56 0.00 ?1.33 c.00 85.31 0.00 69.3'1 0.00 12.80 0.q0 2:r8.501.000 1.m0 1.000 1.000 1.0q) 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 r.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 't.00 1.00 1.00 1.@ 1_00 1.00 1.00 1.00 1.00 1.00 G.Co 265.00 0.00 331.25 0.00 424.00 Load Combination Span Max.'-'Den Lmrtion in Span Load Comtination Max. "+'Defl Location in Span +D+L 0.6629 8.562 0.0000 0.000 117 I 1 WoodChuck Engineering 1120 Arthur Street Eugene, Oregon 97402 il1-357-5532 DESCRIPTIO 8101 - replacement Vertical Reactions Pn{ectTi0e: Carol Lawson Engineen ADL Pqiec{ lD: 19.289 Prore€t Descr lnterior Wall Removal - 5.5" glulam Support notation : Far left is #' Printed: 20 NOV 2019, 7:58PM Values in KIPS Wood Beam Build:12.19.8.31SafiraretNc. Woodchuck EnginserlngLic. #: KW-06009596 Load Combination Support 1 Support 2 Overall MAXmum Overall MlNimum D Only +D+L +D+0.75OL +0.60D L Only 4.250 3.188 1.063 4.250 3.453 0.638 3.188 LT50 3.188 1.063 4.250 3.453 0.638 3.188 L l'l WoodChuck Engineering 1120 Arhur Street Eugene, Oregon 97402 541-357-5532 DESCRIPTIO 8101 - replacement for removed CODE REFERE'VCES Prpiect Title: Carol LawsonEngineer ADL Prject ID: 19.289 Proiect Descr lnterior Wall Removal Pnnted:20 NOV 2019, 7:58PM - 3.5" glulam Wood Beam Build:12.19.8.31ffimrelNc. n$rneefln9ILic. #: XW{6009596 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2018 Material Analysis MethoAllowable Stress Design Fb + Load Combina0Bc 2018 Fb - Fc- Ptll Wood Species DF/DF lc - PerP Wood Giade 24F-v4 Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling 3.5x13-5 Span = 17.0 tt 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1 ,100.0 psi E : Modulus of Elasti Ebend- p< 1,800.0ksi Eminbend - x 950.0ksi Ebend- yy '1,600.0ksi Eminbend - y 850.0ksiDensity 31.210 pc'f A Applied Loads Seruice toads entored. Load Factors will be applied for calculations, Loads on all spans... Uniform Load on ALL spans DES'G'V SUMMARY Maximum Bending Stress Ratio Section used for this span : Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Doflnward Transient Defledion Max Upuard Transient Deflecfl>n Max Doririnward Total Deflec{ion Max UEard Tdal Defledion D = 0.010, L = 0.030 ksf, Tributary Width = 12.50 fl 0.85C 1 3.5x13.5 2,038.80psi 2,400.00p6i +D+L 8.500ft Span #'l Maximum Shear Stress Ratio Sectbn used forthb span 0.t042 : 1 3.5x13.5 '117.19 psi 265.00 psi - - .+i+L 0,000ft Span # 1 o'549 in Ratb = 0.000 in Ratb = 0.732 in Ratio = o.ooo in Ratb = : Load Combination Location of maximum on span = Span # where maximum occur.c = 371 >=360 0<3fr) 278>=24O o<2N Maximum Forces & Stresses for Load Gombinations Design OK Load Combination Segment Length SPan #M V CdCrru C; Cr cmctcLMtu Fb Max Stress Ratios Moment Values Snear vauec v{vPu D Only Lengrth=17.0fi 1 O.2X6 0.123 +D+L Length=17.0ft 1 0.8fi 0.142 +D+0.750L Length=17.0ft I 0.552 0.287 +0.60D Lengrth=17.0ft t 0.080 0.041 Overall Maximum Deflections 0.90 1.00 1.25 1.60 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 r.00 1.00 1.00 1.00 1.m r.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 't.00 1.00 4.52 18.06 14.68 2.7',| 50s.70 2,038.80 1,656.53 fis.82 x.00 2160.0i) 0.00 2/rc0.00 0.00 3000.00 0.00 3840.00 0.e0 0.92 0.(s 3.69 0.00 3.00 0.00 0.55 0.00 29.30 0.oo 117.19 0.00 95.22 0.00 17.fi o00 2.28.50 b.Lo 265.00 0.00 s31.25 0.00 424.00 Load Combination Span Max'-'Defl Location in Span Load Comtination Max.'+'Defl Location in Span +D+L 0.7317 8.562 0.0000 0.000 < l'7 I I 1 WoodChuck Engineering 1 120 Arthur Sbeet Eugene, Oregon 97402 541-357-5532 DESCRIPTIO B1O1 - Vertical Reactions Pqiec{ TiUe: Carol LavrrsonErqineer AOL Pn&.ct lD: 19.289 Proiect Descr lnterior Wall Removal - 3.5'glulam SWport notatin : Far lefr is #' Prinred: 20 Nov 2019, 7:5EPM Values in KIPS Wood Beam Build:12.19.8.31Sc,flrmre INC. rck Engin6crln0W.Lic. #: KW{6009596 Load Combination Support 1 Support 2 uverafl MA tmum Overall MlNimum D Only +D+L +D+0.7501 +0.60D L Only q.zcn 3.'t88 1.063 4.2fi 3.,153 0.638 3.188 4.Zq) 3.188 1.063 4.2fi 3.453 0.638 3.188 A l'7 'dFtr!r-r,-l-n WoodChuck.xbriii.rlo Spread Footing Loads 1858 G Street Springfield, Oregon 97 477 Ultimate Loads and Weights of Footings Bearing Capacity (Assumed) of Soil q = 1,500 Psf q= Q B*L D L B Spread Footing 8101 DL 1063 LL 3188 Reccomend Sq. Dim. 24in Qr*.ing 483Ib.0lb.0lb.0 tb.0 tb.0 tb.0 tb. Qrotat 4,734lb.0 tb.0 tb.0lb.0lb.0 iL.0lb. Qalbmule 6,000Ib.0lb.0 tb.0 tb.0lb.0lb.0 lo. Mark F24 F F F F r Client: Carol Lawson Proiect 19.289 F Q...r"t 4,251Ib.0lb.0 tb.0 tb.0lb.0lb.0lb. Depth = D 10 in.10 in.10 in.10 in.10 in.B in.B in. Min. Req'd. Sq. Dim.21in.0 in.0 in.0 in.0 in.0 in.0 in. Footing Size 24" x24" x8"#4 Bars Each Way Desigaation F24 WoodChuck Engineerlng LL/20/207e 117 Footins Schedule (3) \ ! ]\ +t b?- { +to'_- til LLItl\ c,oF.Jo \\- raecp4 1 rt) br.J tNll a?- a.h olp't 10)- 3t'c' 7uo 2tr JIJ_@ ,@ *t BMH Aoool I t-rl ELID AF 4xaareq- Dt] 10 t.M. \l N t( [l a u 1-rvrN{ EIlFAtl tro :.1 ,ETtp bATtL hbLL/.8rwapDf, o'/e v \bt - o" ExtbT'1 t L eerr