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Home My WebLink AboutPermit Building 2002-08-27Job# 02-01034-01 RESIDENTIAL PERMIT City Of Springfield Community Services Division Building Safety Page 1 of2 Job Number: 02-01034-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 00201 Subdivision: SPHINGF!ELD 225 Fifth Street Springfield, OR97477 Location Of Proposed Site: 1420 00030th St Spr AssessorsMap#: 17023034 Lot: Block: Addition: crTY oF SPR7NGFiELD, OREGOA' Owner: William Shipley Address: 1420 30th Street Scope Of Work: Fire Damage Phone Number: City/State/Zip: Repair 541- Springfield, OR97477 Value: $35,000 Fire damage Engr'd repair. OK per BB 082702 Contractor Type GeneralContr ElectricalContr Gontractor Ehlers Construction 2066112 Roosevelt 97402-2536 MAG Electric lnc lnc Blvd, Eugene, c090 Registration # Expiration Date 149834 Phone 541-689-6177 541-461-0387 2952 Allane Lane, Suite C, 97402 Eugene, OR cente,: the Or,egon I Office Use - Land Use: Zoning Gode: Bedrooms: Range: # Of Buildings: Occupancy Group: Heat Source: Sq. Footage: r44) Quad Area: # Of Units: Constr. Type: Water Heater: To request an inspection call the 24 hour recording at726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections working day. after 7:00 a.m. will be made the following Req 180 ,C5; OAY Framing Wall Insulation Drywall Fire Damage FinalBuilding -Prior to cover. -Prior to Cover -Prior to taping. ffffiffi:#trANY -When all required inspections have been approved and the building is complete. r Gonstruction Types: Occupancy Groups: # Of Buildings: # Of Bedrooms: Handicap Access? Area (Sq. Feet) Main: Fee Job#02-01034-01 # Of Stories: Current Units: Census Code: Does not apply Height (feet): Proposed Units: Page2 of 2 Accessory:Total: Paid On Building Permit State Surcharge For Building permit 8% Building Administrative Fee Total Building 08t27t2002 08t27t2002 08t27t2002 Receipt# Value/eua 10447 10447 10447 ntity Fee Amount 35,000 $282.90 $19.80 $22.63 $325.33 $325.33 t-T7-oz Date By signature, I state and agree that I have carefully examined the completed application and dohereby certify that all information herein is true and correct, ,nJ irr.tn"r certify that any and all workperformed shall be done in accordance with the ordinances-otln" city or spii'ngifiJri.,o tn" Laws ofthe state of oregon' lfurther.state that only contractors ano emptoye6s wn'o ,|!l;;;ptiance withoRS 701'055 will be used on this project. ifurtnercgi"" io *rlie tnat ail required inspections arerequested at the propel !ire' that thaproject addresi is reaoaute rrom tne striei, th;iil" permit cardis located at the front of the property, indthe approved set of plans will remain on the site at all timesduring construction. Grand Total Signature 0wen Srouer tngineering P,G. P.O. Box 2956 Eugene, Oregon 97402 (541) 688-3020 August 27,2002 Ehlers Construction 2066 tA Roosevelt Blvd Eugene, Oregon 97442 As you requested I performed a site inspection on August 22,2002 at the above noted location. During that inspection I made the following observations. The existing shop is constructed with a stick framed roof structure that is supported on a bearing wall on the south side and a continuous header on the north wall. The north wall has a 3 ft man door and 6 ft sliding door hanging offthe header. The walls have been in filled wrthZx4 framing. The gable ends are shared with the adjoining spaces. Damage to the building is as follows. Fire in the building was limited to the space shown on the attached plan. The roof structure is a total loss and should be repiaced in its entirety. The stud walls on the north and south sides of the building were heavily charred and need to be replaced in their entirety. The header at the front wall is heavily charred and nieds to be replaced. I foundno damage to the foundation of the structure. All new attachments need to be made as detailed in the attached repair plan. Thank you for this opportunity to be of service. If you have any questions please don't hesitate to call me at (541) 688-3020 Very truly yours Owen Grover P.E. Eofras: 6-3&d3 Roof Beaml 97 Uniform Buitdins Code (91 NDS) I Ver S.05 ?roiect; Ehtr21o8- Location: ,r.35rffi%:StJriJ Ensineerins C'c' I on: ad*-zooz, ba'bi,+r em Summary: flzO =o?,. Sh 5.25 lN x 16.0 lN x24.a FT r z.oEpararam - Trus Joist-MacMiilanSection Adeouate By: 27.2o/o Controlling ractor: tr,tomlni oi rnertia / Depth Required 14.77 lnDeflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: eeam Ojf;ring Length Required (Beam only, Support capacity not checked): Span: Maximum Unbraced Span. Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect- Criteria: Roof Loading: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Beam Self Weight: Slope/Pitch Adiusted Lengths and Loads: Adiusted Beam Lenoth: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: 2.0E Parallam- Trus Joist-MacMillan Bending Stress: Shear Stress: Modulus of Elasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb'(Tension): Adjustment Factors: Cd=1. 1 5 Cf=0.97 FV: Adiustment Factors: Cd=1. 1 5 Design Requirements: Controlling Moment: 12.0 ft from left support Critical moment created by combining all dead and live loads. Controllino Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= l_= Lu-- RP= U U LLI = DL1= TW1= LL2= DL2= TW2= Cd= BSW= 0.63 4.62 1.26 3600 3649 7249 1.84 24.0 180 25.0 20.0 9.0 25.A 20.0 3.0 1.15 26 24.0 300 304 604 3230 334 161.59 224.00 32.61 84.00 1409.02 1792.0O IN lN = U461 lN = U229 LB LB LB IN 0.0 7 FT FT :12 PSF PSF FT PSF PSF FT 240 Fb= 2900 PSIFv= 290 PSIf= 2000000 PSIFc_perp= 750 PSI Ladi= wL= wD_adi= wT= Fb'= FV= Areq= A- lreq= t- PLF FT PLF PLF PLF PSI PSI tN3 rN3 tN2 tN2 tN4 lN4 [\{=43495 FT.LB [=7249 LB Sreq= $= Area (Shear): Moment of lnertia (Deflection):