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Home My WebLink About2003-Building (sign)OSHKOSH ON THE WATER .lob Address 1050 WITZEL AVE Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner HURLEY PROPERTIES LLC Contractor COLORTECH OF WISCONSIN INC Category 254 - Signs No 105790 Create Date 12/18/2003 Plan Type Building (~ Sign (~ Canopy (~ Fence ~ Raze Zoning Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Poured Concrete Concrete Block Not Required 0 Sq. Ft. 0 Sq. Ft. 0 Sq. Ft. ~ Floating Slab ~ Post Class of Const: Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 (~ Pier (~ Other 3' dia x 6' deep (~ Treated Wood Flood Plain Height Permit # Dwelling Units 0 # Structures Size ~J Projection I Canopies 0 Signs 0 Use/Nature Commercial / Install an additional pylon sign, 20' tall with 7xl 0 ilium cabinet for tenants. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: UNKNOWN???? Plumbing Contractor $9,980.00 Plan Approval $0.00 Permit Fee Paid $85.00 Park Dedication $0.00 Date 12/18/2003 Final/O.P. 00/00/0000 Permit Voided In the performance 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. Signature Date Agent/Owner Address 1011 ASHWAUBENON ST GREEN BAY WI 54304 - 0000 Telephone Number 920-337-0660 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. JOB LOCATION: ZONING/LAND USE COMPLIANCE CHECKLIST PROPERTY OWNER/CON'TRACTOR: CONSTRUCTION DATA: ~ New Construction~ Addition TYPE OF CONSTRUCTION: (i.e. fence, pool, pafldng i~.), COMPLIANCE CHECKLIST ZONING.,,,, Alteration · DEFICIENT 'COMMENTS Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard · Front Yard Side Street Rear Yard Side Yards Building Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standards Drainage Plan REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or intedor work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows; etc., when the use is conforming and when no change is proposed. /~ APPROVED DENIED Plan Commission Action Required .Variance(s) Required DATE:. Reveal 1011 Ashwouben0n S1' Grin Bay, WI 54304 920,33?.0560 Fax 920.337,9175 10' £N£RG Y $£RVIC£$ For Winnebago County PROPER~ES NAME:H: HURLEY PREOPERTIES: I0 X 7-1 STRAIGHT POLE SIGN.PLT MIKE KLAUS BY: N.G. Z GENERAL NOTES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: · The Wisconsin Administrative Building Code - The 1996 BOCA Building Code - The 2000 international Building Code · American Concrete Institute Building Code Requirements for Reinforced Concrete (318-99). · American Institute of Steel Construction, lnc Manual of Steel Construction (9th Edition). · American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code - Steel All steel components shall be as listed below, unless noted otherwise: . All rolled shapes, plates and bars shall be ASTM A36, or equal. - All standard pipe shall be ASTM A53, Type S or E, Grade B, or equal. · Ail structural tubing shall be ASTM A500, Grade B, or equal. ·All bolted connections shall be made with ASTM A325 Bolts, or equal. - All anchor bolts shall be ASTM A307, or equal. · All welds shall be made with E7OXX electrode, or equal. ·Ali exposed materials shall be properly protected from weathering and/or corrosion. 3.Ali field welds shall be made by a welder certified in the specified position. 4.Ail concrete shall have a minimum compressive strength at 28 days of 3000 psi. - Signac. le may be installed on the structure after a mimmum curing time of 7 days, provided the curing process has been properly maintenanced ' in accordance with AC! 318-99. 5. All reinforcement steel shall have a minimum oeld strength of 60,000 psi and shall conform ASTM A615. All reinforcement steel shall be placed in accordance with ACI 318-99. · All reinforcement steel shall 3b.e provided with a minimum concrete cover of When concrete is cast against earth, · Reinforcement steel shall not be 'tack' welded at crossing points. 6, The structure has been designed to withstand 90 mph (3-sec gust) and 80 mph (fastest mile) design wind speeds with an overall maximum design pressure of 22.1 psf acco[ding to ASC. E 7-98 and ASCE 7-93 respectively. (Exposure C) - This design is not valid for areas with special wind requirements in excess of those listed above. - If the proposed structure is located in the proximity of a bluff, the top or base of a steep hill, or (]ny other geOgraphicol lecture that may affect the wind fl6w around the sign, the insta~er shall contact Cornerstone for potential redesign or re-evaluc~t~on. 7. The foundation has been designed assuming the following average soil conditions: - Allowable Lateral Bearing Pressure of 500 psf/ft (This value is used for Cube and auger footings.) · 500 psf/ft corresponds to a medium clay, dense sand, or equal. . If soil conditions other than those assumed are encountered (including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities, or any other condition of potential concern) cease excavation immediately and contact Cornerstone so that the foundation design can be re-evaluated. · If the structure is to be located in the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. - If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Cornerstone for re-evaluation. The foundation shall not be place, d in or near a fill slope without Cornerstone s approval. · All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed Jn or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. If existing and proposed conditions are not as detailed in this design drawing the installer shall cease work and notify Cornerstone immediately. - Cornerstone will not be performing on-site inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on-site conditions (as per the limitations of notes 6 & 7) and to contact Cornerstone with any discrepancies or concerns. 10. Any deviation from these plans or non-compliance with the general notes without written approval from Cornerstone will render the entire design certification to be void. ,, '-1" d TS 8 X 8 X 5z/16 OR EQUIVALENT 1"¢ ANCHOR BOLT SEE DETAIL DIAN 70UND 10 -j[~ BAR 5'-6" LONG TIES @ 12" C/C CONCRETE FOOTING ELEVATION j3 TIES @t2'C 1"¢ ANCHOR BOLT SEE DETAIL SIGN FACE 10 BAR 5'-6' LO!NG CONCRETE FOOTING _EFOU NDATI L 20' 6" X 9" X 1/2"__// GUSSET PLATES (4) SECTION ,A.A 1/16"=1" TSDX8 ~ ,, L i"¢ ANCHOR BOLT SEE DETAIL "'' ' '[I .... GROUND #4 BARS @ 12" C/C ALL FOUR FACES 4'-0 _J FOOTING SQUARE OP] ONALi CUBE FOO N_GG 1" PLATE TSDx8 SIGN FACE HOLES FOR 1"¢ A307 BOLTS (4) SEE ANCHOR BOLT DETAIL BASE PLA'TE NON- SHRINK n- GROUT ~TOP OF FOOTING z CONCRETE = ~ FOOTING LEVELING NUT NUT AND 'WASHER 1"¢ A307 ANCHOR BOLT 3"6" LONG W/7" THREAD @ TOP &: 2" THREAD @ BOTTOM (3) NUTS &: (5) WASHERS PER BOLT A[{CHOR BOLT DETAIL N.T.S. , HO~ CE: CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN ,CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER JAMES E. WRIGHT, JR. WI P.E. # 3319%006