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Home My WebLink AboutPermit Building 2006-08-08FIELD Building/Combination Permit PERMIT NO: COM2006-0101r F Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax S4l -7 26-37 69 Inspection Line ISSUED: APPLIED: EXPIRES: VALUE: 08/08/2006 08/08/2006 0210812007 s 28,600.00 SITE ADDRESS: 725 8TH ST ASSESSOR'S PARCEL NO.: 1703351211501 PROJECT DESCRIPTION: Install engineered foundation repairs Springfield TYPE OF WORK: Foundation TYPE OF USE: Repair Residential PhoneNumber: 541-914-1934Owner: Address: JULIE LAVOIE 2790 CHUCKANUT ST EUGENE OR 97408 law requiresOregon you to n UtilttY lol\ow Notitica rules adop SE tion Ce nter. -00 1-001 obtai n coPi License LLC 163946 nla Expiration Date 0313012007 Phone 541-229-4049 Contractor Type General # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: numbe r lor the Center is R-3 # of Stories: Height of Structure Type of Heat: Water Type: Range Type: Energy Path: Sprinkled Building: Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: 'h of Lot Coverage: Lot Size: Sq Ft lst Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: Type: uts/Drains: VN Frontyard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Street Improvements: Storm Sewer Available Special Instruction: Notes: t\ REQUIRED PARKING Total: Handicapped: Compact: $ Per Sq Ft or multiplier Square Footage or Bid Amount PUBLIC IMPROVEMENTS Description Tvpe of Construction Page I of 2 Value Date Calculated ;-I P of the tj(rl(lvtA I l(l\ I Valuation Description I F Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541 -7 26-37 69 Inspection Line Building/Combination Permit PERMIT NO: COM2006-01011ISSUED: 08/08/2006APPLIED: 08/0812006 EXPIRES: 02/0812007VALUE: $ 28,600.00 Foundation Only Use Bid Amount Fee Description + l0oh Administrative Fee + 5%o Technology Fee + 87o State Surcharge Foundation Permit Total Amount Paid $1.00 28,600.00 Total Value of Project Date Paid 8/8/06 8/8/06 8/8/06 8/8/06 $28,600.00 $28,600.00 Receipt Number 1200600000000001216 r200600000000001216 1200600000000001216 r200600000000001216 08/08/2006 Amount Paid s24.78 $12.39 $19.82 $247.80 $304.79 Fees Pa PIan Reviews To Request an inspection call the24 hour recording at 726-3769. All inspection 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. Foundation: After forms are erected but prior to concrete placement. Final Building: After all required inspections have been requested and approved and the building is complete. nsnections 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 c or Signature Pase 2 of 2 Date ART'SAN ENG'NEER'NG, LLC 325 West 13h Avenue Eugene, Oregon 974o1-3/ff2 Phone 541-33&9488 Fax 5,t1€3&9488 August 4, 2006 Dan Holbonow TenaFirma PO Box 999 Wnchester, Oregon 97495 Re: Foundation Repair Recommendation a1725 N. 80'Street in Springrfield, OR Dear Dan: I visited the two-story residence at 725 N 86 Street in Springfield earlier this week to review the damage that has occuned to the concrete block house on this comer lot and to determine the suitability of using the GripTite push pier product for stabilizing the foundation- The house is located on a flat residential lot in the center of Springfield. lt is mostly a two-story rectangular structure with a single story pop-out area at the east side and a tall single story galage at the rear or north side. lt appears to be an unreinforced concrete masonry block (CMU) wittout grouting in the celts. There are numerous stair step cracks in the walls around the perimeter of the house which range from tQht to almost '/+inch in width. I noted that several attempts have been made to tie the crac-ked units together with steel straps or to fill the cracks with grout, poly-seal foam, or caulking. I also talked to the resident about the seasonat changes that occur throughout the structure. I understand that in the winter, the doors operate properly and the gaps in the stair-step cracks close up more than the cunent gaps. This seasonal fluctuation is most probably due to expansive clay under the footings. The footings are fairly shallow and as the clay soil dries out around the perimeter, it shrinks and drops in random and variable locations. This loss of continuous support is most likely the reason for the cracking problems. The most common method to prevent foundation problems for expansive clay sites is to dig deep into the soil so that the footings bear on soil that does not dry out. As this foundation system is already in place, the use of push piers around the stucture is a reasonable altemative. The piers will essentially become the support system for the house and the cyclic soil under the footing will not affec't the structure any longer as long as the house is raised to the point that it is in the wet orwinter season. I undenstand that you propose to add push piers around the entire perimeter or the- house and garage including a rou, of piers along the CMU wall between the house and garage. The anchor pier system will provide a firm base and altow you to raise the..footings with your standard jacking procedure. The piers will stabilize thefootings against ftrture settlements as long the house is lifted to the height rrvhere tosoil reached its maximum swelling. I have checked the loading imposed_by the structure and determined that the pierswill be adequate to lifr the sfuctrrre if sbaced at no more tran-ar."t on center. Theqitf are goo{ for at least 16,500 pounds per pier according to the LOrc in yourdesign pamphlet with a maximum recommended spacing of &ieet Gare should be taken in lifting the stucture as it is heavier than a normal house andmuch less flexible. As such, I anticipate more interior cracking than usual and thevarious ties and sfaps that have been installed may cause some interaction withinterior_components, I am not sure with the blocks seen on the outside of the wallsare tied to inslde the struc{ure. I have enjoyed assisting you with this foundation repair project. please call me if youhave any questions or concems. Gl ft' i ss68 L Timothy P.E. Principal,Misan Engineering, LLC nA.I IU It DlJE:o5, fx \ FOUNDATION PROPOSAL & LIMITED WARRANTY P0Box999 o WnchesterOR 97495 o CCB#153946 541-229-4049 . 541-229-4051 (fax) o 866-486-7t96Toll Free TENNTIRIIIAFOUNOATION REPAIN ,,u1-r\r_ Cust t: lnstall: 5old: County: Section: Township: Range: lntenlect: Cornel Lot:tr No flYes (HOMt) \.. SUEMITED IO fr(. :/ rLl -t1' ) t-t-2 -ZL,?- ](,117_-t"{ (CELL/WORK)1zs .Ltr LOCAITONir+ \CCITY, STATE, ZIP {'{-Lf \i"' Ies Anchor Extensions Plates 3" Pier A1 JT Slab Pier Wall Excavation Foundation Repair LLC will insoll Iite@ Wall Anchors to walls at shown diagram, and as follows: North, - South, - East, - We5t. lnclude I torque wrench for maintaining pproximately - lbs of resistance on each This Bid expires 1 20 days from this date. i:CO blrlov of Bid: 5 Date: I J *- t---+^t- -r : (FRONT) .l i. -.. ): : i- t, 11v* ..: ...1 ..-.r.",i:1 I ...r ,. i,.- 1i f t**r l ,*L* 1 Tite@ Foundation Piers to foundation as shown on diagram' Excavate as necessary to the fii ",4' I TerraFirma Foundation Repair LLC will install - Grip- to load bearing strata. Stabilize and/or lift foundation as possible,bottom ofthe footing, install Grip- Tite@ bracket, and drive steel piers p {. 1., ,vt i:rg_A;.fLL 1t Pr{-i9 *tLrsudc. {:LtComments: 'i f- 9- i ,o "r." F i-D 7^., !backfill and tamp. q,t]l;7 i. ,fr FJl:,l-r!.. i -Il ., c- r''..t& Q-r.ir-, g Ni I ]r u'i,,,.t ""t1l(\J " {i, t:: * or t ,'\T\ t: (v.6N'r -.. ' t:.-i1..i'i:- (- cleared. Homeowner is responsible for removing and replacing objects in the work area' Any alteration or deviation if authorized by the homeowner. Unforeseen objects may result in additional charges. Payments arc to be made in will be added to ALL credit card transactions. All proposals bascd primarily on homeowners desciption of problem' An additional charge of 5 Wea5workdotothespecified jointlyareYouauthorizedaandreareconditionsherebyaccepted.and satisfactoryofThepricesspecificationsproposed,Acceptince Proposal. moreor due,ourif tsaccount 30 partdays8o/o ,l annum)cha 1of .5o/o month(perservrceperthewillandfurtherrgeyourofpayandjob,completionseverallya9reepayuponyou thatandrever5eside,theonLimitedtheWarrahaveandreadunderstandntyprintedindicateinitialsc0ntract.thiscostsandcollecttoenforce **Myorandfeesanyattorney's Yes NotoliftioattemptnggrantedtermsthethisofandWarrantyLimitedr*ApprovalProposalaccept will be added to the proposed amount ifwork area is not from specifications involving extra cost will be executed only full upon completion of iobl An additional 3% service fee (*-d^* DateRepresentatives Signalure ! Authorized Signature "1< i i f t .^?-r t:.\ tl,l' s 225 Fifth Street Springfield, Oregon 97 477 541-726-3759 Phone C*v of Springfield Official Receipt ^ elopment Services Department Public Works Department RECEIPT #: 1200600000000001216 Date: 0810812006 e:44:37AM Job/Journal Number coM2006-010t I coM2006-010r I coM2006-010r I coM2006-010t I Description Foundation Permit + 5% Technology Fee + 8% State Surcharge + l\Yo Administrative Fee Amount Due 247.80 t2.39 19.82 24.78 Item Total:$304.79 Payments: Type of Payment Paid By CheckNumber Authorization Received By Batch Number Number How Received Amount Paid CreditCard TERRAFIRMA djb 61 1435 In Person $304.79 PaymentTotal: ffi Page I of I 8t8t2006 *r**lltl6FlSL{l cRecernt I