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Home My WebLink About2001-Building CITY OF OSHKOSH No 0091209 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1797 RIVER MILL RD Owner THOMAS W /SUSAN PEOTTER Create Date 11/06/2001 Designer Wordell Builders Contractor WORDELL BUILDERS Category 111 - Single Family Addition Plan ADD-01-1001R Type • Building ❑ Sign O Canopy O Fence O Raze Zoning R -1 Class of Const: 8 Size 11' x 15' Unfinished /Basement 165 Sq. Ft. Rooms 1 Height Ft. ❑ Projection Finished /Living 165 Sq. Ft. Bedrooms Stories Other Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 0 Use /Nature FR/ Construct a single story addition, and deck with sun shade as per plans, and per plan approval. of Work HVAC Contractor VALHEAT INC Plumbing Contractor Electric Contractor KRUEGER ELECTRIC INC. Fees: Valuation 00.00 Plan Approval $50.00 Permit Fee Paid $98.00 Park Dedication $0.00 Issued By: Date 11/09/2001 Final /O.P. ❑ Permit Voided In the performance of this w gr e to per tr II work pursuant to rules governing the described construction. Signature Date U 9 Agent/Owner Address N2080 TEAL TR HORTONVILLE WI 54944 - 0000 Telephone Number City of Oshkosh Division of Inspection Services 215 Church Avenue PO Box 1130 Oshkosh WI 54903 -1130 Office 920 - 236 -5050 OIHKOJH Fax 920 - 236 -5084 ON THE WATER PLAN REVIEW Project Address: 1797 River Mill Rd Date Reviewed: 11/6/01 Submitted By: Wordell Builders Phone Number: 779 -0664 Plan Number: ADD- 01 -1001R ❑ Mailed Reviewed By: Brian Noe ® Faxed 779 -0664 Phone: 236 -5051 ❑ Delivered with Permit Result of Plan Review: ® Conditionally Approved ❑ Withheld Pending Approval of Additional Information ❑ Not - Approved, Plans Returned for Revisions Conditions Noted on Plan Review 1. The construction must match the conditions indicated in the heat loss calculations. This would include the interior basement walls having an R -11 insulation value, for the entire area as indicated. 2. A code compliant thermal break is required for the slab / frost wall separation. A copy of the allowable options is included for your reference. 3. Loading conditions must match the beam / header calculation provided, and all loads must properly transfer. A review of the drawings indicates there may actually be point loads from the 2 floor header that are transferred to the new beam / header. If this is the case then a calculation showing the point loads is required to properly size the beam. 4. Provide information as to how attic space of addition will be vented. As of this date no information has been provided as to how this will be accomplished, while maintaining the required insulation thickness as required by the heat calculations provided. 5. A framing plan is required to be submitted for the deck prior to framing of the deck. Based on the information provided it would appear that 7 -inch piers would be inadequate for supporting the deck and sunshade. Piers are required to be sized to transfer all loads properly without exceeding the soil bearing capacity. If there is a possibility of covering the open roof structure in the future it would be a good idea to include this in the original calculations and size the piers accordingly to avoid having to add piers in the future should there be a desire to cover the sunshade. Please note this area is prone to poor soil conditions and may require deeper excavation and or oversized footings based on soil conditions. siberiatur&o c App/ cater -Q'vW Vai w N , a I CITY OF OSHKOSH STANDARD CONDITIONS OF APPROVAL Project Address Permit # Please read the following information and sign at the bottom to acknowledge that you have read and agree to comply with these conditions. 1. All habitable rooms must be provided with 8% light and 3.5% ventilation. Bedrooms located on the second floor or below ground level must be provided with egress windows in addition to the light and ventilation requirements. Basement windows are also required to have window well areas in accordance with ILHR 21.03. 2. Garage spaces shall be separated from the dwelling unit in accordance with ILHR 21.08. The door and frame assembly between the dwelling unit and an attached garage shall be labeled by an independent testing agency as having a minimum fire - resistive rating of 20 minutes. All drywall joints are required to be taped /sealed unless the joints are fitted so that the gap is no more than a dimes thickness ( 1/20 -inch) and backed by solid wood or drywall with the joints staggered. 3. All penetrations in exterior walls must be sealed prior to the insulation inspection. This includes holes in the top and bottom plates, gaps around heating ducts, and holes in the return air spaces. 4. Smoke detectors are required on every floor and within 6' of all bedrooms. The smoke detectors are required to be hardwired and interconnected. 5. Hydromassage tubs are required to have an access panel to motor. The access panel must be accessible without removing the finish of the house. 6. All overframing must be designed by the truss manufacturer, according to standards set by the truss plate institute, or structural calculations must be provided prior to the rough building inspection. 7. Truss plans must be submitted and approved prior to framing the roof 8. Truss plans including the truss layout must be provided on site at the rough building inspection. In addition to the truss plans, microlam calculations must be provided on site at the rough building inspection for all microlams with point loads on them. 9. Calculations must be provided for all cantilevered floors with point loads. Floor trusses and TJI's must be designed for the cantilevered areas. 10. The property owner and applicant is responsible for compliance with ILHR 21.125 (Erosion Control). When installing access drives, a minimum of 2 " -3" diameter stone is required in addition to a minimum of 6" depth, 30' -50' length, and 14' -20' width. Erosion control measures must be maintained until the lawn is established. 11. All storm sewer inlets must be protected with approved erosion control devices. Tracking (i.e. sediment) must be removed from the street at the end of each workday. Repair any siltation or erosion damage to adjoining surfaces and drainageways resulting from land development or disturbing activities. 12. The building placard must be posted on site at all times. Once the rough framing is up the placard must be posted on the patio door or on a kitchen window. If the placard is not present at any inspection, stop work orders will be posted. Additional placards can be obtained through our department if the cards are misplaced. 13. All mechanicals must be roughed in prior to requesting the rough building inspection. If on the inspection the mechanicals are not roughed in, the inspection will fail and a $100 re- inspection fee will be charged. 14. Attached is a copy of the final inspection checklist. At the final inspection all items on this list must be completed to avoid the $100 re- inspection fee per inspection. 15. When requesting final inspections please note that a minimum of 2 days notice is needed from the time the inspection is ready. Furniture is only allowed to be placed in the center of the garage floor and a minimum of a 3' pathway must be provided around the walls of the garage. At the final inspection no furniture or personal belongings are allowed in the house. Appliances such as the stove, refrigerator, washer, and dryer are not to be set in place due to the electrical inspector needing to look at the power serving the appliances. A 6' stepladder must be on site at the final inspection to provide access to the attic. 16. The building placard must remain on the patio door or on a kitchen window until occupancy is approved. Occupancy is not allowed prior to the placard having all of the final inspection approved stickers on the backside. If occupancy occurs prior to the inspections being approved daily citations will be issued with no further notice being given. 17. All site grading must be done in accordance with the approved drainage plan on file in the public works office, 3rd floor. S icvnalure o / Applicant: 21ctie: F j - ire�wao�iN3v b d3awoa E R M XO 2 pc. 2X10 5' °sts 5• -6' X X concrete posts frost m 15 ' - X 6' r. �� ^ � , .. 2 �.� Z:Z- l Z�S 2z,s & 112 drywall w vapor barrier w031 8S S 446 SK z2 5 ° °k p ° t Alum, siding soffit S tile floor 2X6 frar�in 9f t. L t line N 7 ❑ Wood deck E] step ° 16" 0C � deckas per Code t e �esz stone fIU 21 S T� (� O /6 wall frost „• 57' 6' Peotter 1797 River Mill RD WORDELL BLDR , INC. 2080 Teal Trail HcrtonvMe Wi. LP---