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Home My WebLink AboutPermit Building 2010-4-8 Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2010-00345 ISSUED: 04/08/2010 APPLIED: 03/22/2010 EXPIRES: 10/08/2010 VALUE: $ 3,000.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 3185 GATEWA Y ST ASSESSOR'S PARCEL NO.: 1703222003100 Springfield TYPE OF WORK: Store TYPE OF USE: Repair I'ROJECT DESCRIPTION: Repair Dari Mart building Car driving into building Commercial Owner: BENTON PROPERTIES LTD Address: 980 WILLAMETTE ST EUGENE OR 97401 I CONl'RAGTORINFORMATlON I Contractor Type Contractor License Expiration Date Phone # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondllry Construction Type: # of Bedrooms: llUIL.;~l'(Dj)l~ requl I. at:: adopted by the Or::~U to Il'ft'!/nCenter. Thoseru/esare'L e: ~9ttrao10throughOAR t Floor: y ~f \R1aYOblalncopiesofthe nd Floor: , I !' Clnter. (Note: the tele asement: Range ,9f the Oregon Utility Notlll GaragelClIrport Energy aOOI~r ~s 1-800-332-2344). q Other: Sprinkled Buililing: 1I1l1 Occupant LOlld: I DEVELOPMENT INFORMATION I Front yard Setbllck: Side I Selbllck: Side 2 Setback: Rearyard Setback: Solar Setbacks: OverlllY Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: REQUIRED PARKING Total: Handicapped: '. Compact: ....- .- -"n .. ._ Street Improvements: Storm Sewer Available: Speciallnslruction: -- - I PUBLlC~'WelV_EMENTS. . THIS !."""; ':""Sid~'l"a!kType: AUTH6~~~~ ffHAll ~,-,~;;;;~iW~~ins: ;~~~~~: ~~:gt~~~rio~~~~J~ ~: Notes: Description Type of Construction I Valuation Description , $ Per Sq Ft SqulIre Footage or multiplier' I or Bid Amount YlIlue Dale Calculated i) PlIgM of 2 Status Issued ;'~!-~ <i"; :1t..-. ~ .i"c;~ .,~:::..:- CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2010-00345 ISSUED: 04/08/2010 APPLIED: 03/22/2010 EXPIRES: 10/08/2010 VALUE: $ 3,000.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Bid Amount Use Bid Amount $1.00 3,000.00 $3,000.00 $3,000.00 03/22/20 I 0 Total Value of Project L Fees Paid , Fee Description + 12% State Surcharge + 5% Technology Fee Building Permit Amount Paid' Date Paid $8.13 $3.39 $67.75 4/8/10 4/8/10 4/8/10 Receipt Number 2201000000000000333 2201000000000000333 2201'000000000000333 Total Amount Paid $79.27 Initial Review 03/22/2010 I Plan Reviews I '03ji~dno:;'{':" API" LLH '," , ---,,;/,,;;'. . ~,.~ Plan Review submittal not required per Rob~rt Castile. Additional electrical permit is req uired to be obtained'ifrom licensed electrical " contractor. To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. wilI"be made the following work day. L Reouired Insnections I ,i By signature, I state and agree, that I have carefully examined the completed application,and do hereby certify that all 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 of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any strnctnre withont permission of the Commnnity Services Division, Bnilding Safety. I fnrther certify that only contractors and employees who are in compliance with ORS 701.005 will be nsed on this project. I further agree to ensure that all required inspectiori)j~l)'e:.r.eq'~,ested:at the proper time, that each address is readable from the street, that the permit card is located at the front of tlie,prope'j.ty, and the approved set of plans will remain on the site at all "m~~'" LJ-'3 - JD Owner or Contractors Signatnre Date , . " Page.2 01'2 Structural Permit Application . :i "r -. 'j " . . ~~ H", -- ;: - :C1T{OF'SPB.INGFIElO, ,6REqO~ ,~~~_: - ~ ' 2~;:' DEPARTMENT USE ONLY ~U5/0- CYC::>3l./S- Permit no.: . 225 Fifth Street. Springfield, OR 97477. PH(541)726-3753. FAX(541)726-3689 Date: -/0 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. ;, . '~',:;;tOCAI>9Q~~RNM~N''fi/AF1e~9vi\~\';j;~ij'i~i,fif.J~':,~~,) This project has final land-use approval. Signature: Date: This project has DEQ approval.. Signature: Date: Zoning approval verified: 0 Yes D No Property is within flood plain: DYes D No ~~~~;}~1~iG.A~n:~9~Y~:cil~~EC,9_~'S~Biic:trfi.o~!~i~A~;iA~t~~)tl~fP' o Residential 0 Government Commercial '~.",\,i';,::,::,",.,,:,,",':t0'B'~v, S"I':r'Eil-Nf0'RMATf0N\'AND~,LO"C'ATI6N ::;\ikr"I,Y,i.(~ .... ,p'...'.... ,-' ............ ..<, "... ..,"" _.F. ..... ..... ...... .'-'.. _'__ ,~. ... _ _, ...."...... ..l'~,~", .., '., a Reference: Z'Z:ZD Taxlo!: 0 S / o-t::=:> :, PROPERTYOWNEFr .,' Name: Address: E-mail: 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. Sign here: CONTRACTOR INSTAlLATION,._ Business name: 5c:v->1 Address: City: Phone: E-mail: eeB license no,: Print name: State: Fax: ZIP: Signature: :~f~~~(;:1r?}?+;'"t{~~jS;-LJEi'~G'~N:;t:8AGJ(jR_;I_N_~,b.~fv1ATIQ~~~eft:f~~~~! Name CCB License Number Phone Number Electrical Plumbing Mechanical ,. . .:. ,~.;.:,;.c:: ':'~:U;'FEE 'SCHEijuLE"'" :.,C' ; .,.",'. ,'~i::;$~3'i.1I:~;ti~'~[i'~tormiitio'il~~t~%:~{~~1}~; {;:~I' :~;~:~:,:;:;[r;:l~':,7~;{;~_~~-":):_ c;~/.;; l,' (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: D new D alteration D addition (b) Foundation-only permit? D Yes D No (j./ Total valuation: I $ <{t ,., :~7.;~~lIiJ~illg}e~.~~:ti4i~;!~~~t:;j:~1l1{~,;;jtJf{~~~~7.+~,:\:;,:' '}'~~,-,_,; ~/?'i::;!, io'~.pi'::l:~: ~. (a) Permit fee (use valuation table): $ (b) Investigative ree (equal to [2a]): $ (c) Reinspection ($ per hour): $ (number of hours x fee per hour) (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ :'~'~YP.l~~:~ey~~w~i~~~,~;.fj~~~!~%~W;#~~~~f~~:;;1:~~pji.~~~~~~~~g:~'}1 (a) Plan review (65%x permit ree [2a]): $ (b) Fire and life safety (40% x permit fee [2a)): $ (c) Subtotal of fees above (3a and 3b): $ "~~, M' .', "jj":c,: '.u~ t>...<-,.~ "tl" f'!jiT:_'f~';: to; ~: ';:r.~~-~;;'l.'f'I;:. ~_. ,Vi. \~. :":..;" !,,, ".'. _."I~Je __~!l_~O.USJ _~~~::-t3'..~~,<;-<'..,,~:':,:' "/d:;;'-"~,'.-~,~,~.. ,,;:. ,~ (aJ Seismic fee, 1% (.01 x permit fee [2a]): $ TOTAL fees and surcharges (2e+3c+4a): $ y KP ENGINEERING, PC 4222 COMMERCE STREET, SUITE E5 EUGENE, OREGON 97402 (541 ) 393-0782 FAX (541) 393-0783 kevin@kpengineering.biz April 2,2010 Bennett Management 980 Willamette Street Eugene, OR 97401 Attention: Mark Re: Damage Inspection at 3185 Gatewav Street. Springfield, Oregon - Job #kp 10018 As you requested, an inspection was performed on March 26, 2010, at the Dari-Mart convenience store located at 3185 Gateway Street in Springfield. The purpose of the inspection was to examine damage caused by a vehicle hitting the west wall of the store. The existing building is wood framed construction with a concrete slab floor. The exterior walls have been framed with 2x6's at 16" on center, y," structural sheathing and brick veneer on the exterior, and gypsum wallboard with plaster finish on the interior. The west exterior wall has a store front double door and 8 large windows (3 to the north of the door and 5 to the south). The vehicle that hit the building was traveling east in the parking lot when it jumped a wheel stop, went up and across the raised sidewalk, and then struck the west exterior wall of the building. The vehicle impact displaced the exterior wall of the building to the east into the store, shoving smaller coolers located on the interior of the wall across the aisle and into product shelving. See pictures 1-7 on sheets 3 thru 6 of this report to view the general vicinity and extent of damage done by the impact of the vehicle striking the structure. At the time of the inspection performed on March 26, 20 I 0 the following observations were made. The vehicle had been removed from the premises and the hole in the cxterior wall had been boarded up. The vehicle struck the wall just to the south of the main entrance to the store. The impact destroyed the two fixed windows directly south of the entrance, and pushed the bottom of the 6x6 post between the damaged windows approximately 20" into the building. The section of cripple stud wall framing below the window directly to the south of the door had been completely removed prior to the inspection. The 6x6 post had been returned close to its original position, and the cripple w<,JI below the, next damaged V\>indow was still somewhat displaced. The west side of this framing was not visible sl."1ce the large opening was boarded up at the time of the visit. However, the exposed portion of the 6x6 was partially crushed and there was a split on the south side. The displaced cripple wall had twisted studs, a bent window sill pbte, and a split pressure treated bottom plate. lbe existing anchor bolts that attached the bottom plate to the foundation a;:>pear to have been slightly bent, but there was no visible spalling where the bolt entered the concrete foundation. The headers above the two damaged windows appeared to be in good condition directly above the displaced 6x6 post. The headers did not appear to have moved si"ce there were no visible craeks in the plaster finish on the headers, and there were no cracks above them at the interface between the wall and original ceiling that also had a plaster finish. The metal connector attaching the two window headers to the 6x6 post was slightly twisted and the exposed nails on the east face of the connector were no longer all completely flush against the metal. The following repairs should be made to the structure. All of the damaged or severely displaced framing members should be removed and replaced. At the damaged portion of the wall, a new 2x6 pressured treated wall bottom plate should be installed. Reuse all existing anchor bolts and epoxy new y," diameter A307 threaded rods into the existing foundation to provide attachment to the existing foundation at 48" on center maximum, and one bolt or rod within 8" of the end of the new or exposed existing pressure treated plate. The threaded rods should be epoxied vertically a minimum of 7" into the existing concrete foundation in 5/8" diameter holes with Simpson SET-XP structural epoxy-tie anchoring adhesive. All new rods and existing anchor bolts should have a hot-dip galvanized 0.229"x3"x3" minimum steel plate washer installed between the pressure treated plate and nut. Install a new 6x6 post that is attached to the new pressure treated bottom plate with a Simpson HGAlO tie on each side of the post within the wall cavity. Connect the new 6x6 post to the existing window headers with a new Simpson PC66 post cap. Install new cripple walls on each side of the new 6x6 post with the same sill height as the adjacent remaining windows. Install a positive connection between the cripple wall window sills and the 6x6 posts at each end of the openings. If the studs of the new cripple walls cannot be end nailed tbru the bottom plate prior to its attachment to the foundation, attach each stud to the bottom plate with a galvanized Simpson A34 framing angle. Install new sheathing on the exterior of the wall to match original construction with the same nail size and spacing. Replace all damaged interior and exterior finishes to match existing construction. Replace both of the damaged windows, and verify the remaining adjacent windows are in good condition. Also, verify that the entrance doors to the north of the repair are in good condition and operate properly after the repairs have been completed. Where insulation is removed to make the necessary repairs to the structure, install new insulation that complies with the current State of Oregon Non-Residential Energy Code. All repairs to the structure are to be in compliance with the State of Oregon 2007 Structural Specialty Code as adopted by the City of Springfield. I hope this report in 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- \ Q Kevin M. Peterson, PE 2 KP ENGINEERING, PC 4222 COMMERCE STREET. SUfTE E5 EUGENE. OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin@kpengineering.biz Job #kpJO018 Damage Inspection at 3185 Gateway Street in Springfield, Oregon Picture I: West elevation of the Dari-Mart located at 3185 Gateway Street in Springfield. The plywood sheets are covering the damaged windows and wall where a vehicle struck the building after jumping a parking lot wheel stop and the sidewalk curb. ,-.t" .~ , ..... '. .. .. ;H>> J ". Picture 2: Picture of the remaining exterior brick veneer where the vehicle drove into the building. 3 KP ENGINEERING, PC 4222 COMMERCE STREET. SUITE E5 EUGENE. OREGON 97402 (541) 393'{)782 FAX (541) 393'{)783 kevin@kpengineering.biz Job #kp10018 Damage Inspection at 3185 Gateway Street in Springfield, Oregon . I Picture 3: The interior of side of the damaged west exterior wall of the building. The picture shows one window and its cripple wall were completely removed, and where another window is missing and that the cripple wall below it has been damaged. Picture 4: Picture of the 6x6 post located between the two destroyed windows extending up through the existing drop ceiling to the headers above those windows. 4 I . KP ENGINEERING, PC 4222 COMMERCE STREET, SUITE E5 EUGENE, OREGON 97402 (541) 393'()782 FAX (541) 393'()783 kevin@kpengineering.biz Job#kp10018 Damage Inspection at 3 I 85 Gateway Street in Springfield, Oregon ('I o , ~{i:', " tr:~~'~v" '-~::' Ii - , ". '. ...Ji i' J!;i. "f{./ . . Picture 5: Metal connector attaching the 6x6 post to the headers above the two damaged windows. Connector has been slightly twisted and a couple of the nails are no longer flush against the metal of the connector. III ." a a . Picture 6: Picture at the base of the damaged 6x6 post located between the two damaged windows. Scratches and gouges on the blue floor tiles show how far the post and wall bottom post were pushed into the building (approximately 20"). 5 I . , KP ENGINEERING, PC 4222 COMMERCE STREET. SUITE E5 EUGENE. OREGON 97402 (541) 393-0782 FAX (541) 393-0783 kevin@kpengineering.biz Job #kplOOl8 Damage Inspection at 3185 Gateway Street in Springfield, Oregon Picture 7: Portion of the cripple wall below destroyed window located to the south of the damaged 6x6 post. The wall is still displaced approximately 6" from its original location. The existing pressure treated 2x6 wall bottom plate has been split in half at one of the wall anchor bolt locations. 6 22~ Fifth Street Spril!gt)~id. 9r.:egon 97477 541-726-3759 Phone .~I.:_a.>F~.ELO.__ .~. '.' .. ...... ~.. . i - , -- ..' City of Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 2201000000000000333 Date: 04/08/2010 9:19:29AM Job/Journal Number COM20]0-00345 COM20 I 0-00345 COM20 I 0-00345 Payments: Type of Payment CreditCard cRcceintl Description Building Permit + 12% State Surcharge + 5% Technology Fee Paid By BENNETT MGT ., Amount Due 67.75 8.13 3.39 $79.27 Item Total: Check Number Authorization Received By Batch Number Number How Received djb 008099 In Person Payment Total: Amount Paid $79.27 $79.27 Page I of I 4/8/20 I 0