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Home My WebLink About0133885-Building (sign)~-1 OSHKOSH ON THE WATER Job Address 700 N KOELLER ST Designer Todd Patten Owner VICTOR/ELIZABETH CORTEZ Create Date 09/29/2008 Contractor APPLETON SIGN COMPANY INC Category 254 -Signs Plan Type ~ Building ~ Sign ~ Canopy ~ Fence Q Raze Zoning C2 41 Class of Const: Size 172.7 s.f. Unfinished/Basement Sq. Ft. Finished/Living Sq. Ft. Garage Sq. Ft. Foundation Q Poured Concrete ~ Floating Slab Q Concrete Block ~ Post Rooms Bedrooms Baths Height 24 Ft. Stories ^ Projection Canopies Signs 1 Q Pier Q Other - ~ ~ ~. .. Treated Wood 3'D x 10.5 deep Occupancy Permit Not Required Occupancy Fee $0.00 Flood Ptain Park Dedication # Dwelling Units 0 Use/Nature Restaurant / New double-sided illuminated pylon sign for Sangria's Mexican of Work CITY OF OSHKOSH No 133885 BUILDING PERMIT -APPLICATION AND RECORD 'Height Permit # Structures 0 remove existing sign . HVAC Contractor Electric Contractor Fees: Valuation $20,000.00 Plan Approval Issued By: ~~ Plumbing Contractor $0.00 Permit Fee Paid $148.00 Park Dedication $0.00 Date 11/07/2008 Final/O.P.00/00/0000 ^ Permit Voided Parcel Id # 1608700102 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 Ciry strongly urges the permit applicant to contact the easement holder(s) and to secure any npr~ssary apijrovals before starting such activity. I have read and rstand.-tfie afor me tinned information. ~~.. / ~ Signature , . C L..~"` Date C Address 2400 HOLLY RD Agent/Owner NEENAH WI 54956 - 1012 Telephone Number (920) 731-1601 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 -DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW -ZONING Location of Property: 700 N. Koeller Street Date Recd: 09/25/08, 11/06/08 Applicant Name: Todd Patten, Appleton Sign Co. Phone: 920-734-1601 Fax: 920-734-1622 Applicant Address: 2400 Holly Road City: Neenah State: WI Zip: 54956 Owner: Victor/Elizabeth Cortez Parcel Number(s): 16-0870-0102 Zoning: C-2 Hwy 41 Type of Construction: New double-sided illuminated p ly on sis;n for San~ia's Mexican Grill Compliance Checklist Use Lot Width Lot Depth Lot Area Floodplain Airport Height Front Setback Corner-Side Setback Interior-Side Setback Rear Setback Building Area Access Regulations Parking Standards Loading Standards Vision Clearance Trans. Yard Standards Screening Landscaping Lighting Mechanical Screening Var./CUP/PD Conditions Other: Hwy 41 Comments/Conditions NOTE: Application does not include a scaled site plan showing proposed sign setback from property line. A 25' minimum setback is required. REVISED PLAN INDICATES THE NEAREST EDGE OF CABINET WILL BE 25' FROM THE RIGHT-OF-WAY. NOTE: Proposed sign is 24' OAH NOTE: Sign area is 172.7 s.f. overall (86.3/side) Review Fee: 25.00 ***THIS REVIEW IS FOR ZONING PURPOSES ONLYAND IS NOTA PERMIT*** * * *CONTACT INSPECTION SER VICES (920-236-50501 PRIOR TO PERMIT ISSUANCE TO DETERMINE IF MORE INFORMATION IS NEEDED ~ Approved ^ Approved w/Conditions ^ Denied ^ Hold Reviewed by: Todd Muehrer Review Date: 09/29/08, 11/06/08 Please contact the Zoning Administrator at 920.236.5059 if you have any questions. REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior 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 end when no change is proposed. COPY: Planning Address File Engineering City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 (1 ~~ Building Permi# Application ON THE WATER If you are a contractor narticinatinQ in the Permit Fee Account System and have adeouate funds check -here if you want this processed through your account I-1 aos AnDRESS -7o a ~ k o~. (~~-r l2~( ~ ~c-S 1(~i.,el~ r c~ CONTRACTOR p n p (.~, ~ ~ « ~ I am the: ^ Owner OR Contractor USE CATEGORY Slq ~ ^Single Family ^Duplex ^Multi-Family ^Rental Commercial ^Industrial Work being done: ^ Addition ^ External Remodeling ^ Handicap Ramp ign/ anopy/Awning ^ wimming Pool ^ Other ^ Deck/Porch/Patio ^ Fence/Hedge/Kennel ^ Hot Tub/Spa ^ Stair/Handrail ^ Wrecking Permit ^ Driveway/Parking ^ Garage/Utility Structure ^ Internal Remodeling ^ Stove/Fireplace Additional information, such as plan submittal and approval, maybe required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. • Full description of work being done:_ ~~ ~~ e~ J ~~;~ ~ ~ ~(~( S' cc~ ~ ~ ~, .~ , _~~ ~ a. ~ ( /U 6 uJ ~~u.1i ~-c. S ~ ~ C / ~-, n ~~o. ~" o~ S ~ ~ 1~ /'~4-~ ~U u ~- Any work not included in this aunlication is not aermitted Value of the job $ z„C.U 4 4 d (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) .PLEASE READ. SIGN, & DATE• I cert~ the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. Name: ~ d ~ ~ 4~~~~ e pent) Si~ature: Date: _,l'/ " ~ ~ • 4~ 10/13/2008 03:12 9202306819 SANGRIAS PAGE 01/01 x x k x c ">. _ k< •. - k ~ - ~~~'S~ •t :4~~~ .~ ~ Y ~ iG ~~ R `~ K ~ 7 ~ ~~ u 'v' X ~^G ~ ~ _ ~ ~ y~ ~ ..Y ~ if,-, .,7C n> ..,,ffem~..,, 'y K N '^'e 'r X ~ Q ~ x ' A .~ X,. .C ~ Y '~ t~ `T' . X N ~ ~• K "K r ~. ~1( r ~z ~~„t~~ o~ (a h x k - x . R ,.{y K bISCtAIMER 'h 7~k 4~~Y11Y~OIr~y~/kNW P! Wr ~artYL ~ ' 7LY a F~tlr~Ki~u =~,.,~.,do..~..d ~ ~' '700 N Koelier Street ~~ ~~ wr~.we.b. 7~ C{b d O~ii.d L re ra ~wwN4l~-.q'w~ Hr ~~+.lw~ ~~~~ ~ 1 "= 40' Created by-DLB Q 10/9/08 10/23/2008 6:27 AM a,~ t ~.E.. i,s ~~. 4~ ~f ~ l~f L~f Project: Name SANGRIA'S Descript: DESCRIPTION Ref: Manuai of Steel Construction, AlSC 9th Edition Nt;i;~'Ft i-j~ict#'t Ar~;a CPn#rc~ict 4~ir~ci 4) 6.00 14.00 84.00 23.0 34.0 4) 6.00 14.00 84.00 17.0 34.0 4) 34.0 4) 5) 6) 7) 8) ~a~~~~~~~rr ~~ ~~~~~~ ~~r~~~ ~€ ~~~~~~~~ ~~~~t~ cLD grade 'i 14,240 5,712 '~l~fr~,~ aa~~a~~ ~~~~~,~ ~°~~~~ #o f C.Fi7iufY;!"i w:~?urf~ra i.~;/tc/txx SJrzrt Encl Sit=4~~ c, S~.~rt its p Cel7t'J` T~~'~. ..r>i~4 ~i4~ f"f~,~' y ~f.?¢itf~ ifs', T~,i (fi~ if/~ E ft~ lFr'3~ ~Pr}~.~~ ~!~i Sl~ 1 TS 'IOkX.31 N/A 36.70 37.4 FALSW FALSE #DIV/01 FALSE FALSE #Dl~'/0! FALS` FALSE #Dl~f/0' FALSE FALSE #Dl~'/Oj FALS` FALSE #Dl~f/0': ~~~~a~#~ ~~~gn ~#,~~~~~~ ~%r%if~Frtn ~`ofu~.rr C;it~;ria Stress increase factor- 1.33 ?"y~l3e Yz~; TS 10XX.31 b/t <238/sgr(Fy) so... Fb= 0.6Fy 36.7 ksi FALSE help #N/A so... Fb= #N/A #N1A ksi FALSE help #N/A so... Fb= #N/A #N/:~. ksi FALSE help #N/A so... Fb= #N/A #NIA ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi 10/23/2008 6:28 AM Project: Name SANGRIA'S Descript: DESCR(PTlON Ref: Uniform Building Cade 9994 (Sec. 1806.7) # Footings= 1 Moment/Footing, M= 114,240 Ib-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 16.50 ft Equiv Concentrated Load, P= M/h= 6,924 Ib ,~~~~~~~~~~~ P~~~ Width, W= 0.0 ft, parallel to sign face Length, L= 0.0 ft, perpendicular to sign face ~pth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 0.0 ft S1= (2)(q)(D/3)= 1,157 psf b= Sgrt(W^2 + L^2)= 7.1 ft A= (2.34)(P) / (S1)(b)= 2.8 Diameter, b= 3.00 ft, round augered hole ~pth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 10.61 ft S1= (q)(2)(D/3)= 1,392 psf A= (2.34 P) / (S1)(b)= 3.88 ~~~~~~~~~~~ ~~~~~~c~ ~~~~~ Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18-1-A, at grade Sr.; u:~r ~ Rr.?und Sign Wt= Ib Base Wt= 0 Ib Area= 0.0 sq ft q max= #DIVi0! psf, soil #DIV/0! Sign Wt= Ib Base Wt= 11,149 Ib Area= 7.1 sq ft q max= 1,577 psf,soil OK, wit h depth increase Outside Width of Column= 108 in Depth of Column in Footing= 4 ft Volume of Concrete per Footing= 0.7 cubic yards (+-) Total Order Volume of Concrete= 0.7 cubic yards (+-) r, 7 w K-~' t~ z t a.< 1 ~~a~.~.v~, 1~,~_. ~~ 3s j%._ r~ mryx5 r---- I L1 r~~~f I. 1 .~ T` ~~ h,~ n i t Mti x `a ~ ~ .~y~ ~'~, ~' a aM ~ S` ~N :r., ~ 1 ~~, v