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Home My WebLink AboutPermit Building 2011-4-29 SP~I.NG:EL~ l~,!p E-..:.: O~fGO'" CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00716 IVR Number: 811162140481 www.ci.springfield.or.ul 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 Issued perrnitcenter@ci.springfield,or,UI PROJECT STATUS: STATUS DATE: ISSUED: APPLIED: 04/29/2011 04/29/2011 04/29/2011 SITE ADDRESS: 3706 S EST, Springfield, OR 97478 ASSESOR'S PARCEL NO: 1702314304503 EXPIRES: VALUE: 10/26/2011 $5,300.00 SCOPE: Single Family Residence WORK INVOLVED: Repair TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Repair wall damage from car Phone Number: OWNER: .BARLOW GEORGE R & ARTIE MAE ATTfl";' " ADDRES~jIlGvN33 MA'tCOLA RD N(1tifi~SPRIN(3FIELD OR 97477 in OAR 952-001 G~ I 0090, You may 01., Contracfor,...TYP~,.., +h"'l. ,......,'Dr C,ontractor Name h -, ,L.. r EHLERS CONSTRUCTION INC I nr'~ .f'.. ....r ,,0 ., CONTRACTOR INFORMATION Lie Type CCB Center i5 '" BUILDING INFORMATION # of Units: o # of Stories: Heighl of Struclure: Type of Heal: Waler Type: Range Type: Hazmat: I.II"'\T''''r. rw~ d"'~~IT S"611 r,., ~ED VI'" C' C {'ED OR " ANY 180 DAY Pt, 10D. 10RK "'(OT lectrical Specially Code Edition: U pringfield Fire Code Edition: Mechanical Specialty Code Edition: Municipal I Development Code: Plumbing Specialty Code Edition: Residential Specialty Code Edition: Structural Specialty Code Edition: # of Bedrooms: Sprinkled Building: Fire Alanns: Energy Path: ~ Lic No 4231 Lic Exp 11/1912012 Phone 541-689-6177 , lot Size: Sq Fl1 51 Floor: Sq FI 2nd Floor: Sq FI Basemenl: Sq FI Garage: Sq FI Carport: Sq Ft Other: Occupancy load: o 2010 Site Infonnation , Engineered Fill: Fill Volume: Flood Hazard Area: land Hazard Area: Retaining Wall: Soils Report Required: Springfield Building Permit 4/29/2011 10:40:54AM Page 1 of 3 SPRIN.G. FIEL~ ~.-- .. t:1I ..~ OREGON www.ci.springfield.or.us CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00716 IVR Number: 811162140481 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permilcenter@ci.springfield.or.us PROJECT STATUS: STATUS DATE: Issued 04/29/2011 ISSUED: APPLIED: 04/29/2011 04/29/2011 EXPIRES: VALUE: 10/26/2011 $5,300.00 SITE ADDRESS: 3706 S EST, Springfield, OR 97478 ASSES OR'S PARCEL NO: 1702314304503 SCOPE: Single Family Residence WORK INVOLVED: Repair TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Frontyard Setback: Interior Setback: Sideyard Setback: Rearyard Setback: Solar Setback: Repair wall damage from car DEVELOPMENT INFORMATION I Overlay Oist: # Street Trees Reqd: Paved Drive Reqd: % of Lot Coverage: Highest point on structure to north property line: REQUIRED PARKING Total: Handicapped: Compact: PUBLIC IMPROVEMENTS ~ Street Improvements: Storm Sewer: Storm Sewer Available: Speciallnstructon: Subdivision Accepted: Notes: Sidewalk Type: Downspout/Drains: Valuation Description ~ Oescriotion Bid Tvee of Construction NA Unit Amount Unit Tvoe 5,300.00 Bid Unit Cost 1.00 Value 5,300.00 5,300.00 FEES PAID ~ DescriDtion State of Oregon Surcharge (12% of applicable fees) Structural Building Permit Fee Technology fee (5% of permit total) Total Amount Paid Amount Paid $11.64 $97.00 $4.85 $113.49 Date Paid 04/29/2011 04/29/2011 04/29/2011 Reciot # 2011000837 2011000837 2011000837 Springfield Building Permit 4/29/2011 10:40:54AM Page 2 of 3 I SPRIH.. 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OREGON CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00716 IVR Number: 811162140481 www_ci,springfieldor.us 225 Fifth St Springfield, OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 pennitcenler@ci.springfield,or,us PROJECT STATUS: STATUS DATE: ISSUED: APPLIED: 04/29/2011 04/29/2011 Issued 04/29/2011 EXPIRES: VALUE: 10/26/2011 $5,300.00 SITE ADDRESS: 3706 S EST, Springfield, OR 97478 ASSESOR'S PARCEL NO: 1702314304503 SCOPE: Single Family Residence WORK INVOLVED: Repair TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Repair wall damage from car Plan Review ~ Deoartment Application Acceptance Received Due Date Cornoleted Result 04/29/2011 04/29/2011 04/29/2011 Over the Counter Initial Revi~ 04/29/2011 - OVerthe Counter -- 04/2912011 0029/2011 Comments: Over the counter permit - Planning Review 04/29/2011 04/29/2011 04/29/2011 Not Required Comments: Over the counter permit 'P'emiit Issuance -04i2'9/2011 04/29/2011 04/29/2011 Issued Public Works Review 04/29/2011 04/29/2011 04/29/2011 Not Required Comments: Over the counler permit Energy Code Review 04/29/2011 04/29/2011 04/29/2011 Not Required Comments: Over the c~nter permit -- - Structural Review 04/29/2011 04/29/2011 04/29/2011 Not Required Comments: Over the counter permit Fire Re.:iew I Comments: 04/29~ Not Required Reviewer Chris Carpenter Chris Carpenter - - Chris Carpenter ----Chris CarPen~ Chris Carpenter Chris Carpenter Chris Carpenter - . Ciir';s Carpenter- I 04/29/2011 C?~;!C'the c~unter P~rn!t 04/29/2011 ."",~.4C_ - Framing Inspection: Prior to cover and after all rough in inspections have been approved. Final Building: After all required inspections have been requested and approved and the building is complete. Wall Insulation: Prior to cover. INSPECTIONS REQUIRED , Inspections 1260 Framing 1999 Final Buildin9 1430 Insulation Wall -- By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that alt information hereon 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 or Oregon pertaining to the work described herein, and that NO OCCUPANCY wilt be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card i cated a he front of the property, and the approved set of plans will remain on the site at all times during construe' n. 1(2-1 hrr I Date Springfield Building Permit 4/29/2011 10:40:54AM Page 3 of 3 Structural Permit Application CITY OF SPRINGFIELD, OREGON DEPARTMENT USE ONLY i:!~~~~ PermitnoSI/- 7/~ ......-""'" 225 Fifth Street. Springfield, OR 97477. PH(541)726-3753. FAX(541)726-3689 Date: (I This permit is issued under OAR 918-460-0030, Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days, LOCAL GOVERNMENT APPROVAL This project has final land. use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: DYes D No Property is within flood plain: DYes D No CATEGORY OF CONSTRUCTION Residential o Government o Commercial JOB SITE INFORMATION AND LOCATION d is exempt from licensing Address: City: Pho : E-mail: 5' Print name: g. Signature: Name Electrical Plumbing Mechanical Phone Number FEE SCHEDULE 1. Valuation information (a) Job description: 1/2E? A\ Ie.... ..-Y\ 1.114-1 Occupancy ~3 Construction type: V \5' Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: D new E:J8,lteration D addition (b) Foundation-only permit? DYes DNo Total valuation: $0ihV 2. Building fees (a) Permit fee (use valuation table): $ ~n- (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): $ (number of hours x fee per hour) (d) Enter 12% surcharge (.12 x [2a+2b+2c]): S It (,,'1 (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees ." (a) Plan review (65% x permit fee [2a]): $ (b) Fire and life safety (40% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous rees C;(J~ (a) Seismic fee. 1% (.01 x permit fee [2a]): S TOTAL fees and surcharges (2e+3c+4a): $ //3 '!...J. '-- KP ENGINEERING, PC 4222 COMMERCE SfREET. SUITE E5 EUGENE, OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin@kpengineering.biz April 28, 2011 Ehlers Construction 1085 Madera Street Eugene, OR 97402 Attention: Don Gilbert Re: Damage Insvection at 3706 S. "E" Street. Svringfield. Oregon - Job #kv11035 As you requested, an inspection was performed on April 25, 2011, at the residence located at 3706 S. "E" Street in Springfield. The purpose of the inspection was to examine damage caused by a vehicle hitting the south exterior dining room wall of the residence. The vehicle struck the wall just below the dining room window. The structure is a single-story wood framed duplex. The unit that was hit is on the west half of the building. The exterior walls are 2x4 studs at 16" on center with 3/8" plywood sheathing and lap siding on the exterior, and \12" gypsum wallboard with a thin-coat plaster finish on the interior. See pictures 1-8 on sheets 3 thru 6 of this report to view the general vicinity and extent of damage done by the vehicle striking the south exterior wall of the duplex. At the time of the inspection performed on April 25, 2011 the following observations were made. All of the interior plaster finishes were removed from the south wall of the dining room, and the exterior portion of the damaged waIl was covered with a sheet of plywood (picture I). The impact of the vehicle hitting the wall displaced the wall into the residence (picture 2). At least four cripple studs below the window, the trimmer and king stud at the west side of the window opening, and an additional stud to the west of the window opening were separated from the wall bottom plate and pushed north into the dining room (picture 3). One of the cripple studs below the window was displaced 9\12" off of the existing wall bottom plate. The bottom of the trimmer at the west side of the window opening was split (picture 6), while the top of the king stud next to the trimmer was split (picture 7). The bottom of the west end of the window header was slightly twisted into the room. The 2x4 window sill was split in half, and the trim around the window was displaced and separated (picture 5). The plywood sheathing and lap siding below and to the west of the window were destroyed (pictures 4 and 8). The wall top and bottom plates appeared to be in good condition. The entry door to the west of the dining room was hard to open and close at the time of the inspection. A crack was visible in the concrete stemwall below the dining room window, but based on the dirt, spider webs, and discoloration within the crack it appeared to be pre-existing. The following repairs should be made to the apartment. All of the undamaged displaced wall framing should be moved back to its original position. Any 2x4 framing member that is split is to be removed and replaced. The displaced and replacement 2x4 studs are to be attached to the existing wall top and bottom plates with a Simpson A34 framing angle at each location. Verify that the window header is in good condition and return it to its original position. Verify that the exterior and interior walls in the area of impact are plumb and square. Replace the damaged exterior plywood wall sheathing, feltlhouse wrap, and lap siding to match existing. A minimum of3/8" COX plywood sheathing should be installed with 8d nails at 4" on center edge and 12" on center field. Block the panel edges of the new exterior sheathing. All fasteners in contact with pressured treated materials are to be hot-dip galvanized or equivalent. Install new R-15 high-density batt insulation in the empty 2x4 exterior wall cavities. Replace all damaged y," gypsum wallboard and thin-coat plaster finish to match existing construction. Verify that the window and door in the area of impact are in good condition and still function properly. If not, repair or replace as required. All repairs to the duplex are to be in compliance with the 2008 Oregon Residential Specialty Code as adopted by the City of Springfield. See sheets 7 and 8 of this report for the approximate location and description of the repairs that should be made to the damaged portion of the duplex. I hope this report is adequate for your purposes at this time. Damage not noted above that is discovered during the cleaning, exposing, and repair of the structure should be brought to the attention of KP Engineering, PC. Thank you for this opportunity to be of service. If you have any further questions please do not hesitate to contact me at (541) 393-0782. Very truly yours, EXPIRES: 12-31-12- Kevin M. Peterson, PE 2 r----- KP ENGINEERING, PC 4222 COMMERCE STREET, SUITE E5 EUGENE, OREGON 97402 (541) 393-0782 FAX (541) 393'{)783 kevin@kpengineering.biz Job #kp 11 035 Damage Inspection at 3706 S. "E" Street, Springfield, Oregon Picture I: This is a picture of the south elevation of the west end of the duplex that was hit by a vehicle. The sheet of plywood is covering the impact point of the vehicle on the exterior wall of the dining room. Picture 2: This is a picture of the south wall of the dining room that was struck by a vehicle. The impact of the vehicle displaced the lower portion of the exterior wall into the residence. 3 KP ENGINEERING, PC 4222 COMMERCE STREET. SUITE E5 EUGENE. OREGON 97402 (541) 393-0782 FAX (54 1) 393-0783 kevin@kpengineering.biz Job #kp11035 Damage Inspection at 3706 S. "E" Street, Springfield, Oregon J i -t ".,.. ",; .~/~ _J Picture 3: This is a picture of the displaced wall framing of the south exterior wall of the dining room. The cripple studs below the window were displaced up to 9\12" into the dining room. The cripple studs, west window trimmer and king stud, and an additional stud to the west were all displaced ofT of the existing wall bottom plate. Picture 4: This is a pieture of the shattered exterior plywood sheathing just above the existing exterior wall bottom plate. The cripple studs below the window have been completely separated from the bottom plate at this location. The wall bottom plate appears to be in good condition. 4 ~ KP ENGINEERING, PC 4222 COMMERCE STREET. SUITE E5 EUGENE. OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin@kpengineering.biz Job #kp II 035 Damage Inspection at 3706 S. "E" Street, Springfield, Oregon \ Picture 5: This is a picture of the west end of the 2x4 dining room window sill. It was split in half and separated from some of the existing cripple studs located below it. The I x window trim was twisted and separated .... ....,. , l.\ . Picture 6: This is a picture of the cripple stud, trimmer, and king stud at the west side of the window opening. All of the framing members were displaced off of the wall bottom plate, the cripple stud was twisted to the east, and the trimmer has a severe split in it. 5 KP ENGINEERING, PC 4222 COMMERCE SfREET. SUITE E5 EUGENE. OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevi n@kpengineering.biz Job #kp II 035 Damage Inspection at 3706 S. "E" Street, Springfield, Oregon Picture 7: This is a picture of the west side of the dining room window opening. The lower portions of the window trim, header, and wall framing were displaced into the residence. A split is visible in the upper portion of the king stud. \ Picture 8: This is a picture of the exterior damage to the south wall of the dining room (picture provided by Ehlers Construction). The lower portion of the wall was pushed into the residence damaging the lap siding, exterior sheathing, wall framing, and interior finishes of the dining room. 6 . . t..l-twf'."=> ( "',oc.. ~ .~.. ~,...) KP ENGINEERING, PC CLIENT 4222 COMMERCE STREET, SUITE E5 SHEET NO. 1 Of 6 EUGENE. OREGON 97402 kr 4.2.&.11 541-393-0782 CALCULATED BY OATE FAX 541-393-0783 kf 1\0D'5 kevin@kpengineering.biz JOB. 310\0 s. 'l: ~~~I 'Spl2-\i-lq-fl~U) I 012- L~\ L ~ (D@" G) [Ivlno Anrvn liitl= llillDIn No~n~ UnaffPrtf"rla....... CD f2.~Fp.'1!- R....J @@G)@ H.T-"'. . S\;if. :,HI'~ 8 FD~ ~~All'- fL~ Hof~~ f.l.IZ;flbi.. FLoof,. fLA.1.l fjl.o.t"'''D ~1 \:.HL~l.& ("l-l'-~U"'TIQ...l I. KP ENGINEERING, PC 4222 COMMERCE STREET. SUITE E5 EUGENE. OREGON 97402 541 -393-0782 FAX 541-393-0783 kevin@kpengineering.biz CLIENT t.!-1I.,"'lZh ( .;1D\D & "f:" ~,.:) SHEET NO. B OF /:; CALCULATED BY kr DATE 4.<..8-11 JOB. 4' \\0:''5 VEHICLE DAMAGE REPAIR NOTES: o @ @ @ G) G G) @ @ @ All of the undamaged, displaced wall framing should be moved back to its original position. Any 2x4 framing member that is split is to be removed and replaced. The displaced and replacement 2x4 studs are to be attached to the existing wall top and bottom plates with a Simpson A34 framing angle at each location. Verify that the window header is in good condition and return it to its original position. Verify that the exterior and interior walls in the area of impact are plumb and square. Replace the damaged exterior plywood wall sheathing, felt/house wrap, and lap siding to match existing. A minimum of 3/8" COX plywood sheathing should be installed with 8d nails at 4" on center edge and 12" on center field. Block the panel edges of the new exterior sheathing. Install new R-15 high-density batt insulation in the empty 2x4 exterior wall cavities. Replace all damaged W' gypsum wallboard and thin-coat plaster finish to match existing construction. Verify that the window and door in the area of impact are in good condition and still function properly. If not, repair or replace as required. All fasteners in contact with pressured treated materials are to be hot-dip galvanized or equivalent. All repairs to the duplex are to be in compliance with the 2008 Oregon Residential Specialty Code as adopted by the City of Springfield. Damage not noted in this report and repair plan that is discovered during the demolition, cleaning, and repair of the structure should be brought to the attention of KP Engineering, Pc. SP~I;G:EL~ L~ ~OM:EGON TRANSACTION RECEIPT CITY OF SPRINGFIELD 225 Fifth St Springfleld,OR 97477 541-726.3753 www.cLspringfield.or.us 811-SPR2011-00716 3706 5 E ST pennitcenter@ci,springfield.or.us RECEIPT NO: 2011000837 RECORD NO: 811-SPR2011-00716 DATE: 04/29/2011 IDESCRIPTION _ __ Sta~ of Oregon Surcharg~ (12% of applicable..fees) Structural Building P~rm!! Fee Technology fee (5% of permit tot~ _ __ _ACCOUNTrCODE__ _ 821-00000-215004 - .~-- - 224-00000-425602 100-00000-425605 TOTAL DUE: PAYMENT TYPE Check 7625 PAYOR CASHIER: CCARPENTER EHLERS CONSTRUCTION INC COMMENTS _AMOUNT.DUE_ 11.64 97.00 4.85 113.49 AMOUNT PAID - 113.49 TOTAL PAID: 113.49