The URL can be used to link to this page

Home My WebLink AboutPermit Building 2007-03-21-#' F Status Issued 225 Fifth Street, SPringfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-7 26-37 69 InsPection Line Building/C ombination Permit PERMIT NO: COM2007 -00416 ISSUED: 0312112007 APPLIEDz 0312112007 EXPIRESz 0912112007VALUE: $ 4,000.00 SITE ADDRESS: 1973 ISTH ST APT 9 ASSESSOR'S PARCEL NO.: 1103252405200 PROJECTDESCRIPTION: FoundationRepair WILLIAM H SPILLER 1973 18TH STREET SPRINGFIELD OR 97477 Springfield Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: "h olLot Coverage: TYPE OF WORK: Foundation TYPE OF USE: RePair Expiration Date 0210712009 Commercial Phone 541-688-7177 Owner: Address: Contractor Type General # of Units: Primary OccupancY GrouP : Secondary OccuPancY GrouP: Primary Construction TYPe Secondary Construction TYPe: # of Bedrooms: Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Contractor License RAM JACK OF SOUTHERN OREGON LLC 146906 # of Stories: Height of Structure: Type of Heat: Water Type: Range Type: Energy Path: Sprinkled Building: Lot Size: Sq Ft lst Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/CarPort Sq Ft Other: Occupant Load:nla Sidewalk'Type: , REQUIRED PARKING Total: Handicapped: Compact: ,t) 3ffir,"ffi{fffiH toilt SHALL EXPIRE IF THE WORK ERMIT IS NOI U NDER THIS P NED FORNotes: C0MMENCED R IS ABANDO0 OD e: the telaPhone tltility Notilk;atiot . !' ,l $ Per Sq Ft or multiplier Square Footage or Bid AmountDescription Type of Construction Paee I of2 Value Date Calculated ry Valuation Description I Status Issued 225 Fifth Street, Springfield' OR 541-726-3753 Phone 541-726-3676 Fax 541-726-37 69 Inspection Line Building/Combination Permit PERMIT NO: COM2007 -00416ISSUED: 0312112007 APPLIED: 0312112007 EXPIRES: 0912112007VALUE: $ 4,000.00 Estimate Estimate Fee Description + l0o/o Administrative Fee + 57o Technology Fee + 87o State Surcharge Building Permit Total Amount Paid $1.00 4,000.00 Total Value of Project Date Paid 3tzil07 3t2u07 3t2u07 3tzu07 $4,000.00 $4,ooo.0o Receipt Number 1200700000000000304 1200700000000000304 1200700000000000304 1200700000000000304 0312u2007 Amount Paid $6.06 $3.03 $4.85 $60.60 $74.54 Iees Paid To Request an inspection call the24 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 work day. Final Building: After all required inspections have been requested and approved and the building is complete. Reouired Insnections 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 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 is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. lh,/r%r'4 -z ZI ow,K" 9v Pase 2 of 2 Date 225 Fifth Street Springfield, Oregon 97 477 541-726-3759 Phone Cit-' of Springfield Official Receipt D. _.lopment Services Department Public Works Department RECEIPT #: 1200700000000000304 Date: 0312112007 1l:07:03AM Job/Journal Number coM2007-00416 coM2007-00416 coM2007-00416 coM2007-00416 Description Building Permit + 5% Technology Fee + 8% State Surcharge + l0Yo Administrative Fee Amount Due 60.60 3.03 4.85 6.06 Item Total:$74.54 Payments: Type of Payment Paid By Received By Check Number Batch Number Authorrzatron Number How Received Amount Paid Cash RAM JACK OF OREGON lkw In Person Payment Total: $74.s4 -w cReceint I Page I of I 312112007 H I LL & DALE EN6IN E E RINC,, LLC 1B5O OAK STREET,5UITE C EUC,ENE, OREC,ON 97401 $41) 868-0667 FAX: (541) 868-0888 Ram Jack of Oregon PO Box 11764 Eugene, Oregon 97408 Contact: Ken Job Location: 1973 N 18'h Street, Springfield Job Description: Foundation stabilization Design Criteria: -ORSC 2005 /OSSC 2004/OSSC98/ACI Chapter 22 -Floor Live = 40 psf -Floor Dead : 10 psf -Roof Snow Load=25 psf -Itoof Dead Load=15 psf Sheet Index: Detail Description Repair plan Section Install to 3000 psi Lift structure to practical recovery March 20,2007 By: R'z Sheet I of3 Job Number: 138-07 Sheet PR G TN EXPIRATI0N DATE: 6/30/ O7 2 2 I of2 HILL& DALE ENC,INEERINC,, LLC 1B5O OAI< 5TREET,5UITE C EU6ENE, ORE6ON 974O1 (541) 868-0667 FAX: (541) B68-08BB March 20,2001 Ram Jack of Oregon PO Box I 1764 Eugerre, Oregon 97448 Re:lg73 N l8'r',Sorinsfield - Preliminary soils reporl Job # 138-07 As you requested, a preliminary soils investigation was performed at the above location by site inspection,- a review oisoils investigations by this office in the surrounding area and by referencing the Soil Survey of Lane Counfy. The inveitigation is in conjunction with the repair of the foundation using driven helical piers at the north and north west foundation of the two story apartment building. The native soils iu the area are a silty loam or clay loam over sandy loam and bar run soils. I would expect that tlre target bearing capacity for the I 0-inch dianreter single helix pier will be at a depth of 10 feet. The cause of the settlenlent at the nofth foLrndation appears to be a result of the saturation of the surface soils by the discharging of roof down spout drains at the northeast and northwest corners. The surface soils lose strength when saturated and settlement occurs. Installation of the piers to suitable bearing has been recomrnended and designed by this office to support this portion of the structure. The piers will be completely laterally supporled throughout their length by the existing soils, and is an adeqirate repair for this region. It is anticipated that there will be no induced lateral loading to the piers for this installation. There are no extraordinary ground water, frost depths, or corrosive soils conditions associated with this installatiott. Thalk you for this opportunity to be of service. lf you have questions regarding this report, contact me at 868-0661. S incerely, G IN s48 o7"%, EXPIRATI0N DATE: 6/3010 7 Pamela S. Hillstrorn, P.8., G.E. HILL & DALE ENC,INEERI',, LLC 185O OAK STREET, SUITE C EU6ENE, OREC,ON, 97 4O1 (J41) 868-0667 FAX: $41) B6B-oBB8 JOB #lbO' o1 SHEET NO.L CALCULATED BY DATE a43 1 Fl J 1 fveO lari5T5 C z pwoat) l*0,y , |acv aQ-AAY Foo,a nOL 4**'?f 1o 14 (gp/4e- P g-P fi! ? P+eDc.hL. ?Jge' - +- ao'rAL - DeNy T? gVgsa*L ab uoa{ ?9t -eb| DbfrA, \el -Ltf Ao TWLrt(t L ?woag.*t tF > +r' p-ruau E o lt ( QsudL l I ot'at' -) t (1L ;) \vL baqt.D') "u.r, (A*co ,* i HILL & DALE EN6INEERIN LLC 1 8 iO OAI( sTREET, SUITE C EUCENE, ORE6ON,97 4O1 (5 41) 8 68-06 67 FAX: $41) B6B-oBBB Vu*o a2 t*rpcrTto Ppr"a u la..lz$ CLIENT A- x*h,,,&4, -^oF.SHEET NO. CALCULATEO BY DATE JOB #lzotT l- ?*,Two\l (frxtotl * \,46 \NuW, lao V\qy | ,. 4" 4 Fm, € @frvr *ha? ',* l, + ' *6' L beoVr o Paruv \MAL,I ? Fhr"-sa ,l b o?N tu' {-r' , 4l'ba u'W , f*[' lQ\ f*4,b$ \,1 ? lb'r \8'( l"+ a l,ba p'*#t.1'(a M VWK 1,,&* l4bo ?4 q*0 t3b +Lo vzbn 1 Ptf ?q rt,F rq 4 eF d;*O{' *T*,*7 1b0 tnT Bending Moment, Mz All Members: Max= 4482|b-ft (M2) Min = -7189 lb-ft (M3) tr) r.- O) O)f... O)N lr) (o Q [ \tr)' 1 &, u nre +a ff65o) Lrt t"O) : LD5b:,gzn: ltt . l€,b)C661Q,oo\Ltb) 2 Dql b @'n-\ I1/ # \ 5, , {rffit ft i(2\15 bb), ze 4o lb, l) ,+t ea L'h' ,P *gALl.t = lSbao* > tt bo+k ( ule bo*#vT e aoad ) tLluob' S,,t:{6v14t"n L€u(,@{1As, h4 f>g?\ O bo qrp {. rvgot* , - ! elL ANw Sse uoTb F l{2b* 'ya