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Home My WebLink About0132588-Building (excavating) OSHKOSH ON THE WATER Job Address 1749 W 5TH AVE Designer Owner AARON T/EMILY M BILITZ Create Date 09/02/2008 Contractor RAISERITE FOUNDATION PIER SYSTEM, INC Category 141 -Exterior Remodeling Plan Type ~ Building ~ Sign Q Canopy ~ Fence ~ Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Rooms Height Ft. ^ Projection Finished/Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation ~ Poured Concrete ~ Floating Slab ~ Pier ~ Other 0 Concrete Block ~ Post ~ Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Park Dedication # Dwelling Units 0 Use/Nature of Work CITY OF OSHKOSH No 132588 BUILDING PERMIT -APPLICATION AND RECORD Height Permit # Structures 0 FR/ Excavating a section of the foundation wall and installing braces and backfilling with clear stone. HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor 950.00 Plan Approval $0.00 Permit Fee Paid $46.00 Park Dedication $0.00 Date 09/02/2008 Final/O.P. 00/00/0000 ^ Permit Voided Parcel Id # 0613280000 In the pertormance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. I have read and understand the afore mentioned information. Signature Date Address P O BOX 1054 Agent/Owner MANITOWOC WI 1054 - 0000 Telephone Number 920-684-8515 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 Name: Building Permit Application ON THE WATER If you are a contractor participa ins in the Permit Fee Account System and have adequate funds. check here if you want this Drocessed through your account n JOB ADDRESS r ~ ~' / ~ ~ ~' \~`Q~ tc OWNER Q Y~ C~Y1 ~ i 1 1 ~ z- CONTRACTOR a I am the: ^ Owner OR ~ Contractor U E CATEGORY AUG 2 8 2008 Single Family ^Duplex ^Multi-Family ^Rental ^Commercial ^Industrial DEPk,RTMENT OF Work being done: COMM11N1TY DEVELOPMENT ^ Addition ^ Deck/Porch/Patio ^ Driveway/parlECTION SERVICES DIVISION ^ External Remodeling ^ Handicap Ramp ^ Sign/Canopy/Awning ^ Fence/Hedge/Kennel ^ Hot Tub/Spa ^ Stair/Handrail ^ Swimming Pool ^ Wrecking Permit -^ e Other ~'D t.~ Y~C" [l t~vJ UG ~ ~(' C ^ Garage/Utility Structure ^ Internal Remodeling ^ Stove/Fireplace Additional information, such as plan submittal and approval; may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. Any work not included in this application is not permitted. w Value of the job $ ~q ~8 '~- (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowled~,e gnd agree to these terms. ~aa~~gu-~s~s ~e~ o~ C~~"~d~~ (Please print) Signature: u // ~ ~C-(`(~ (~~ Q~ Z.C ~ Date: ~ It~~' d~ 3/02 • Full description of work being done: WALL REPAIR QUOTATION 1749 W 5T" AVE RESIDENCE OSHKOSH, WI ~' PREPARED FOR: AARON BILITZ 43 CHERRY PARK CT APT 2 OSHKOSH WI 54902 PREPARED BY: PO BOX 1054 MANITOWOC, WI 54221 PHONE 1-877-407-2473 FAX 1-920-684-9008 WINW.RAISE-RITE.COM August 28, 2008 August 28, 2008 Aaron Bilitz 43 Cherry Park Ct Apt 2 Oshkosh WI 54902 WALL REPAIR QUOTATION INTRODUCTION: Raiserite Foundation Pier System, Inc. is pleased to present this quotation for the planned repair to your basement walls. We have been in the concrete repair business for over thirty years, and bring a wide range of expertise to each job. We are the only authorized Atlas helical pier installer in the state. Helical piers are the strongest and most practical way to brace bowed/tilting walls. These braces do not connect to your floor joists, which transfer pressure to your wood structure and since they are torqued during installation there is no need to continually torque them every year to keep pressure on them. FINDINGS: According to our investigation, the wall of your basement is bowing in. The affected area is 55 feet along. Step 1: Remove the lateral soil pressure against the wall Flrst Floor [715't~65+~d e~aa~e~n+ert ~~~• ~a11 ~naune w~~ ~,~ ~~, ~~rt~~ ~i l~ra~ ea~emanC rx~ A~~nstW~ill tad r~,Pl~~a~rtt ~r F~r~ ~~nstRlV~11;I Wirer Pt~u~ A~ln~ 51~i1 t~u~bm~a~und ~atun Raiserite will excavate approximately 55 feet along the affected area. The area of excavation will extend about 3-4 feet out and down to the footing. This material will be loaded and removed from site. STEP 2: Install helical piers K~nlrn~tnrt ~1<°('tNi f~! tati:n t~ NKtG:~~s = t~ fadW(t Pi~n~~ * ~~ `~ • H 1 { ~1 ~ A ypyy / Li ~ ~f 4 : ff ~ l ~} ~ FaNar~ ~~ "'Pass!'," ~~ Pisa os~ 1~tniitNmi~m,-N+iK~?€N+ i#s~ileAl~ne~~G"~c~s a After the wall is excavated, a 2 ''/z" hole will be drilled through the wall at each pier location. Each pier will be hydraulically installed to include a 2 to 1 factor of safety. A 45,000 ft-lb. gear motor will be used to install each pier. There is no other method that can guarantee a factor of safety of 2. Other methods which rely on manually tightening a threaded bar from one plate to another plate placed in the lawn cannot achieve close to the amount of foot pounds the gear motor can achieve. The depth of pier will vary depending on soil conditions. These piers are installed on a downward angle into bearing soil -usually below footings. Other systems that use a predetermined length are not taking into consideration the soil or load conditions. STEP 3: Install plate locking system and pull wall straight ~~~ ~~~ ~~ ~,7as=~.r~ k ~:s rr~aEa~r ... REB~R AtaG 1tt~T s AHTPvSCII".S~_1~ `"~ TRatt#StT'I~:N~'f e~,~.r ,~a ear ~ .r .,~ PLAT£ iV.45FiER Tt~ERDEI7 ~bE1.. ~k'ASNER REBAR t~.lT (1~i~~3~ ~ ~1- Once the `transition plate assembly' is installed, the wall will be pulled back as straight as possible. This procedure uses the actual piers to pull the wall back, so once the wall is restored to its most practical recovery, it is locked into position. The cracks are sealed from the outside using a mortar mix or `water plug' (a quick setting concrete). The outside of block walls will be tarred; on poured walls just the area of cracks will be tarred. STEP 4: Anon expansive material (stone) is brought in to fill the excavated area. A geo-fabric will be placed over the stone and the last 2 feet (if applicable) will be filled with top soil. Any ruts caused by work performed will be filled in with top soil. Final landscaping is owner's responsibility. If landscaping settles (expect some settlement), it will be owners responsibility to raise ground to pitch away. REPAIR COSTS: Baumeister Sheboygan Falls SERVICE UNIT COSTS QU NTITY TOTAL COSTS ExcavateBackfill $70.00 per lineal foot ft ~~ $~3 $.58:90" ~7~, Helical Tie Backs $550.00 per Tie Back ~ -~1.~8:96- a~0 Total ~gg~p rermits anaior engineering will be extra charges added on. N i~ ~r~ siwa~ p~ r~ nea.° Any alteration or deviation for the above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above estimate. Owner's Responsibilities - Must remove A/C unit - Any landscaping wished to be saved must be removed