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Home My WebLink AboutPermit Building 2002-5-17 .. ,. . . I Job# 02-00584-01 I Page 1 of 2 TRANS#:Ol-0009128 DATE:MAY 17 2002 AMT RECD:2 $ 168.36 CHANGE: CASHIER:061 225 Fifth Street Springfield, OR 97477 CITY OF SPRINGFIELD, OREGON RESIDENTIAL PERMIT City Of Springfield Community Services Division Building Safety Job Number: 02-00584-01 Office: 726-3759 Inspection Line: 726-3769 Location Of Proposed Site: 7275 Daisy St Spr Assessors Map#: 17023534 Lot: Block: Addition: Owner: Tax Lot #: 03600 . Subdivision: Aaron Bolkan Phone Number: 541-746-0805 City/StatelZip: Springfield, OR 97478 Repair Value: $15,000 Address: 7275 Daisy Street Scope Of Work: Single Family Residence Contractor Type General Contr Quad Area: # Of Units: Constr. Type: Water Heater: Repair tree damage, Engr'ng OK'd per TM,051702 . Contractor Registration # 4231 Expiration Date 11/19/2004 Phone Ehlers Construction Inc 2066112 Roosevelt Blvd, EUgene, OR 97402-2536 N01\CE:_ _ 'JJ ~'lCP\RE If lHE WOR~ Office Usel':ll~ Pt.~I'I\1( ~~OER lHIS PERMII 10) 1\3. Land Use: AU1H~~:~O OR IS MI&~Qg~cf.~Js~R Zoning Code: CO~ 180 DAY PERIOlhccupancy Group: ' Bedrooms: AN Heat Source: Range: Sq. Footage: 541-689-6177 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, will be made the following working day. Construction Types: Occupancy Groups: # Of Buildings: # Of Bedrooms: Handicap Access? 0 ,Area (Sq, Feet) I Main: Accessory: Framing Fimil Building Required Inspections , ':IoU tU , . I W requIres , 't I BUlldmq I '\ON',oreg~.n "" e Oregon UtilI ':I . Prior to cover. AT \ t:1~ leS adopted b':l t\1 lies are set 10rt\1 - When all required Inspections have tieenVap~roved.and1~EPBMd\n!:!Jisrc6iiiPlg~1. Notilicalloll :001'-001 0 t\1rOU\l1 0; the rules 0':1 , in OAR 952. a obtain CapleS e telephone 0090. YOUt~e ~enter. \Noteu:tft':l Notilication calling Oregon II ) rnberlort\16. 800-332.-2344 . nU ,..""tans 1- Height (feet): Proposed Units: # Of Stories: Current Units: Census Code: Does not apply Total: I . . Job# 02-00584-01 Paid On Recelpt# Building 05/17/2002 9128 05/17/2002 9128 05/17/2002 9128 . Page 2 of 2 Fee Value/Quantity Fee Amount Building Permit State Surcharge For Building Permit 8% Building Administrative Fee Total Building 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 co~_ )) \ J V~'-'---'?.L...- ,5--( I - D Z Signature Date 15,000 $146.40 $10,25 $11,71 $168,36 $168.36 "i-. -':'-... . .0 e81 Grover EngIDeeril.. P.O. Box 2956 Eugene, Oregon 97402 (541) 688-3020 May 14, 2002 Ehlers Construction 2066\1, Roosevelt Blvd. Eugene, OR 97402 Re: Tree Dl1IIIlII!e at 7275 Daisv Street. Sorinqfield. OR . Job # 02094 As you requested, an inspection was performed at the above noted address on May 13, 2002 to examine damage that has been exposed during the repair of the stick-framed roof system at the above noted address. A falling tree struck the roof above the upstairs bedroom at the west end of the residence, At the time of the inspection the gypsUm on the ceiling had been removed exposing the 2x8 rafters at 24" on center, and the underside of the lx8 roof sheathing. The damage to the house consisted of a puncture in the lx8 roof sheathing at the ridge. The impact also caused the 4x ridge beam to split at the location of a hole drilled in it to run wiring for a light. Both the damaged roof sheathing and ridge beam are to be replaced with materials of equivalent properties. The 2x8 rafters in this area did not suffered any visible crushing or splitting. However, existing rafters will have to be scnbe cut in order install the new ridge beam. This notch is only reqwred on a few of the rafters on the north side of the ridge, and does not decrease the strength of the rafter as installed. (see attached calculation) A 24" section of2x4 is to be sistered onto the 2x8 at the location of the notch after the new beam is in place. Simpson A34 clips are to be installed on the sides of the new beam connecting it to each existing 2x8 rafter and new 2x4 section, to ensure proper transfer of verticalloliding to the beam. Damage not noted above that is discovered during the repair of the structure should be brought to the attention of Owen Grover Engineering, P .C. Thank you for this opportunity to be of service, If you have any questions please do not hesitate to call Kevin M, Peterson, P.E. at (541) 688-3020. Very truly yours Owen Grover P.E. ~ -irwen Grover Engi..ring P.C. , 1050 Bethel Dr. Suite #04 Eugene, Oregon 97402 (541) 688-3020 , ~1D<<r1<e.~i--'I- w.,. (11,5/.. )Ct-c)~ 7.~Of\-i &PAH ~ 1:0.'-'-" v.,- 15S~ '" t1 ~ S-z+=, .. j:'i :. 1", I-z. HI~, \2AFn:ra. w = z. (~') ~ 80 I'l.f .1 '" ' ":Sf".... t-l" -, - c> ",I..,.. '" ...,/. Z-Bo, "1 ~ 44" "'I"( .. Z-I<I<> ,..."..;. 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