Loading...
HomeMy WebLinkAboutPermit Building 2002-01-28SPRINGFIELD Job# 02-00048-01 COMMERCIAL PERMIT City Of Springfield Community Services Division Building Safety Page 1 of 2 Job Number: 02-00048-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 05500 Subdivision: h, 225 North Fifth Street Springfield, OR97477 Location Of Proposed Site: 1930 Mohawk Blvd Spr AssessorsMap#: 17032524 Lot: Block: Addition: ctrY oF SPRINGF7ELD, OREGOTV Owner: lzzys Address: 1930 Mohawk Blvd Scope Of Work: Restaurant Phone Number: 541-741-2035 Repair damage due to car thru building OK to Contractor Jm&SConstructionlnc Po Box 1528, Albany, OR 97321 Office Land Use: Zoning Code: Bedrooms: Range: Requi -Prior to cover. -Prior to Cover -Prior to taping. -When all required in \o .(sU spections # Of Buildings: Occupancy Group: Heat :00 o\\$o and the building is complete. City/State/Zip: Repair 97477 $23,000 012802.DB Expiration Date 8131t2003 Phone 541-917-0313 Contractor Type GeneralContr Quad Area: # Of Units: Constr. Type: Water Heater:e: To request an inspection call the 24 hour recording at 726-3769. All i a.m. will be made the same working day, inspections requested working day. Framing Walllnsulation Drywall FinalBuilding \$e \\? # Of Stories: Height (feet): Current Units: Proposed Units: Census Code: Does not apply Area (Sq. Main:Accessory:Total Construction Types: Occupancy Groups: # Of Buildings: # Of Bedrooms: Handicap Access? [ Job# 02-00048-01 Page 2 of 2 Fee Paid On Receipt# Value/Quantity Fee Amount Buildins Building Permit State Surcharge For Building Permit 8% Building Administrative Fee Total Building 0112812002 0112812002 0112812002 7881 7881 7881 23,000 $208.80 $14.62 $16.70 $240.12 Grand Total 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. I further state 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 the 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 construction. Signatu $240.12 r' JAN-08-02 TUE 1 1 I3O AN CRAI^IFO|ID AND CUJAH-OB-02 I I :O2 !-ROH.ONESE649* INSURANCL; ULAIM FAX N0, 15414856512 lUrtlr35Z143*r::,P, 0:t MORTIER ENGINEERIN G, HC. 1?4$ pr*HL $1t1EEt Et 0FltE, OFF.SON 97r0rpltONE (S4t) 4$4-!@{1 " r^x (541) 4&}3$ro TOLL r.B5'r.i lt,l ()F{rl0()fl 1"9/76(iI-9959 STRUCTHAt BUIL-DING DESTGN . FIF€ rcTECnoN @DE COI.r$lJLTAffr . PtSr{ Ct€Cl{Nc CONSIHUCT1ON INSPECNON 1p-t?7t01 l-iha,fiy N.W. P.0. Boxa4t5 Forll"rnd, OR 9720S FtF: tnrlcsstl$.aroL0 strcel $.pringteld w.0.#142t9 Strucfural Damage Inspedion - A* ysu requested, a structural danrage inspection vrns perbnned by Mortier Engirreering, P.fi. at tlr+ ahove address on 1?127101. The ka/s Re$auriafi at i9ft ard Q Sa€et in Springfuld inarned structural damage due to rl vohic&r beng clriven into the fumpout bay of windors at the H skle of the bUldirrg. The damag* is as f'dlou/s: , Att approximddy 1A Hl 6]6- column to the south sitle of tfre bumpout supporting a ffx12'beam epanning appoximately 24'uras seveldy sacked and broken ln tuo aress c,aqtfutg the column to be ineffedive and is nd slpporting the bedn- The column ws$ sawn ofi at the boftom of the beam hangers to pmvide the adequde temporary Shoring that ms in phce at Sre Ume of inspec'tion, The 6"16" column to fte rxorth srdo b intsc{ and perbrmirq utell. " Tr*o of llte four windmvs u,se brokcn and rernared at the tine of in$pection, " Ths ?|xl0 floor rimffi ls broken and cnrchetl and was parthlly rgrrrqred at the time of insfisdion to ir$EllttpGmporary sfuing md pltnmod corering ficr the open arEa. The next joist is 12n back from tre rirn ioist and is not damagred, ' 'lhe ?)<8'' pressure heated bottom pate is sHghtly crustred.o '[he 3/4" plynood f,otr deckittg is bnoken at thls area, ard the carpet is danrqed. l"tpr:n inspecfiofl, the following is recomrnended to repair the structureil darnage: \ Fteplaqs fig qpproxmately 16'tall 6"x6'oolumn conti/xrous$ fuI fpaght fiorn the existing bottom plate at the mncrcte foundation to tte e)dsting roof bearn. Provide a $irnpson EC6 po6t cap atthe column to roof beam connedbn. Provlre 2-$inpsoo t{D2A holdovm, ofie at 6ach side of trre oohrnn, at fie base of $e column, uffi S/8' through bofis and 5/8" threaded rod to be ambedded 5" ifito the exbting Corrcreto foundctkln wih Simpson ET. epory. No Wer*al lnspecilim is rcquired tur the epolry inslaflation. The uBper wirdo$, remaining ilust be remo\red for [re mlumn in*tathtlon as the 6-16* bearns bekh/v this windour and over the sou*prn broken \ Nflo$t lntrst bo remov€d to redtacfi Ote e$sting cono€aled llange beam lungers to tho rrerru eolumn and than tle existing 6'18" beams may be reinstalled- The 6'x8" >. JAN-08-02 TUE I1:3I AH CRAI.]FORD AND CO JAN*UB-62 | I , e42 I'ROI'I ' O)"--"EACON I NSURANCE CLAI M FAX N0, 15414856512 I D, 6035^r'3832 P, U3 PAGE 3/3 beam rlver the southom broksr wirdotr is snpportirE some mof bad. Temporary sloring mu$t hrl in placa duing he remorsl of this beam to altow tle reattachment cf the exsting ooncsaled flarrge hanger to the odumn, Prior to installing the new (rtumrr, irstall bmporary shoring for the odsting Akl? beem above within 4'of the errt of the beam at tre bumpout This slpring ls to be supported at the base on the existing oncrete slab. " The wlndows rnay sg rBptaced after the stnrctural dements ha\re beert irntalled, * Replare the crushed sechon of ?Y10" dm joist and toe nall to the existing ?)<4' pressrrre bealed nailer on the concrete slab-, ifeph* the sec{ion of cnrshed 2lt6'' pressure treat€d bottom datg if rye{ed. The rofiac6d saction'rs to be instaled with 1416'rmdge Onchors et each slde of the netn sp{ioet at the Plate., Reptace the broken 3r4" dyu/ood, lt appears tH a mlnimum of a 4x8' stteet of , initalt otrer fiaming members required using standard oonstructbn praclices. Heplm finbhes to nratch existing" Ttrankyu.r ftrthisopportuniUto be of seruioe. lf yor.r trare questions regardingthis report, please contarJ me at4s4-9080. Siinrerely, TN ,Uit, Brudley R.u*ffi-refy'u: . t \