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Home My WebLink About2006-Building (sign) ~e' OSHKOSH ON THE WATER Job Address 2060 WITZEL AVE CITY OF OSHKOSH No 120482 BUILDING PERMIT - APPLICATION AND RECORD Designer Marv Grall Owner WINNEBAGO COMMUNITY CREDIT UNION Create Date 06/21/2006 Contractor APPLETON SIGN COMPANY INC Category 254 - Signs Plan Type o Building . Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Rooms Height Ft. o Projection I Canopies Finished/Living Sq.Ft. Bedrooms Stories Garage Sq. Ft. Baths Signs Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature ~redit Union /Install a 23' tall 180 sq ft pylon sign setback 25' from the front PL and 10' setback from the side PL. Sign area includes an of Work ~Iectronic message center. Buss Electric is the electrician. UL # GT307478. HV AC Contrclctor Plumbing Contractor Electric Contractor Fees: Valuation $31,396.00 Plan Approval Issued By: ..u.V $0.00 Permit Fee Paid $160.00 Park Dedication $0.00 Date 07111/2006 Final/O.P. 0010010000 o Permit Voided I . Parcelld # 0614070000 In the pElrformance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easeme 1, the ity strongl urges the permit applicant to contact the easement holder(s) and to secur ary approvals b e r.ting ctivity. NEENAH WI 54956 - 1012 Date ~ Telephone Number ':734-1601 Signature To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number" Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continuEl if the inspection is not performed within two business days from the time the project is ready. " CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 2060 Witzel Avenue (Winnebago Co. Credit Union) Date Rec' d: 06/20/06 Applicant Name: Marv Grall, Appleton Sign Phone: 920-734- I 60 I Fax: 920-734- I 622 Applicant Address: 2400 Holly Road City; Neenah State; WI Zip: 54956 Owner: Nels Noslund Parcel Number(s): 06-1407-0000 & 06-1406-0000 Zoning: C-2 Type of Construction: new pylon sign for Winnebago Community Credit Union Compliance Checklist Use Lot Width Lot Depth Lot Area Floodplain Airport Height Front Setback Comer-Side Setback Interior-Side Setback Rear Setback Building Area Access Regulations Parking Standards Loading Standards Vision Clearance Trans. Yard Standards Screening Landscaping Lighting Signage Mechanical Screening Var.lCUPIPD Conditions Other Comments/Conditions a A... use must be..e(l!iLQli;;p~d.on .t!}.~,.$'j~e,~Jl?'~~Pe.~~!,,1H'J~ll~~~2~~~~.!~.f()E a p~rmanent " . ~Jructure. o All portions of the sign shall be installed setback 25' from front Property Line and 10' from side property line. a Overall height of sign is 23' . o The sign cabinet is 66 sq ft per side (132 sq ft total), the electronic message center is 20 sq ft (40 sq ft total) and the "ATM" copy is 4 sq ft per side (8 sq ft total) for ground sign area totaling 180 sq ft. Site sign area allowed is 800 sq ft total as site is .86 acres. ***Sign Review Fee not included with review. Please collect at permit issuance. *** Review Fee: $25.00 D Approved [8] Approved w/Conditions D Denied D Hold Reviewed by: David Buck Review Date: 06/21/06 Please contact the Zoning Admi17istrator at 920.236.5062 if you have any questions. = REVIEW AUTHORITY As per Section 30-S Enforcement of the City Zoning Ordinance. the Director of Conununity 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 and when no change is proposed. f:\Planning\David\Zoning Compliance. Check Lisls\lune 06\2060 Witzel. winncredi1 union ground sign.doc COPY: Planning Applicant *' ~ OJHKOJH City of Oshkosh Dept. of Community Development 215 Church Ave., PO Box 1130 Oshkosh, WI 54903-1130 (920) 236-5059 (920) 236-5053 FAX JACKSON R. KINNEY Director ON THE WATER June 22, 2006 Mr. Marv Grall Appleton Sign 2400 Jolly Road Neenah, WI 54956 RE: Sign Permit Application - Winnebago Comm. Credit Union Dear Mr. Grall, On June 20 of this year, you submitted information for a zoning sign review and building permit review for proposed ground signage for Winnebago Comm. Credit Union at 2060 Witzel Avenue in the City of Oshkosh. The sign permit cannot be issued at this time as there is no building permit application for construction on the vacant lot and therefore the property does nothave a use associated with it. Without a use or associated structure, the sign is considered an off-site advertising sign, which is not permitted. It is my understanding that an application for the credit union is forthcoming and therefore the zoning review for this project has been administered and conceptually approved (a copy of the zoning sign approval is attached) and your full application has been forwarded to the Inspection Division. The complete review and possible permit will be held until such time as a building permit for the use on the - property is accepted. Additionally, the review fee check is being returned to you and will be required at thE~ time that the permit is issued. If you have any questions or concerns regarding this letter, please do not hesitate to contact me by tel1ephone at 920-236-5062 or bye-mail at dbuck@ci.oshkosh.wLus. For questions regarding the permitting process of the sign beyond zoning review, please contact Allyn Dannhoff at 920-236-5050 or at :adannhoff@ci.oshkosh.wLus. Respectfully, 1-;))L5*- David Buck Associate Planner/Zoning Administrator Enc:losure cc~~~~~1:w=ro1'tn'S'pectiOn'SeiVr~ :'''...,'.......~'~&.f>S';!'g;''''~::e;1::1';;-,~~_::,.;;::;f.:t,y;i?..7;ii'..,...,'" 1:\PlanningIDavid\correspondencelletterslreturned app grall.doc ~ ~ """ 3IN'l nl:IH.I. 3IIR:lO ~ = {]: v ,2[1 v v c o ~ E .... .e .5 ~ c ~~. ro ~1~ ~ ~~~U~ ~ ~~~~h ~ ~ dh ~ I ~~ ~ ~ ~ II ~~~. ~ ~ I!~ ~~st ~ ~.~~ ~ ~~.~ ~ ~ ~i ~~~I~ d ~ s~ ~ 9 ~ ~ ~ ~. 6 ~ . ~ ~ ~L ~!~!I hU~ I ~ I Ql ~~ ~ ~ .11 .- h Q~m ~ ro ~ ~~ ~si ~ij ~I ~ nq~ni II ~ nl !ln~ ~b d .h R~ ~ . .N'_' ~ ;1 I~ !i @. ~:~;m J c ~h: ~. ~~E.~~~ g,.~ ~i H .. lili:~: ; ~; illS "'UN.... C.., i] ::s ~ ::';.~. I ~ 5 o lO Irl i c:l: ! '" o ~ li:l ~ i.:h Illitii !fM 'l. tl g 00_ Qi;: 0 .tI - 0 ;::~t;j o..::w:: oI!""" I~ ~ l:g ... -. '- .2:~___ C Ill. a:: - : ~g Ul On ~~~ ~~~ u n~ ~ :.a u Ql .... '1: , u 1< , i~. ,.... , I w , ::> , Z W > <( ...J W N f- - ~ , ""'-- -;;;:'" ~--- ~ ; I!:i ~ !:(,:I . ~ .4 12' , Q" (OAWI - .., ~ l,. ~I ~ ':;' ~ ~ ~I N " i l;,;::l t Winnebago Community -- ~Credit Union ~ ~ Cltl ~ ~ l;}l ~ ~ t. (;) U?- ~ ~ ROfITEIll.lf copy (8llc/(ffi w! ReiiACIi'fl.ICI ({fTION #4 '-FABRICA TE'ANOINST Au'-ONElllOW INT~RN"Ailyl ILLUMINATED PYLON w{ MESS, eTR. ! ---T------ - '---------.--------.--, 1 1 CABINET& , -:i'r'-'--"SIIRQuri'iiAilRicATEo'Aiui.1ii1iE;i Cf.WYOOimOJ1 ~Fr-:~~-]lT~~:'~:I~i'~~ri~~;;ri:ci~~~::~----~j -11: ::I1EX~~ES ~WHmS]iom-.__._-_...._-,--,,-,.j 1..J.,._..~~Ar!!!~.~!!I_SY!lFI\Ctl~EMIU~tTRAN!.YlliJr=] 1 COlQR.S 3M 23.0-126 EMERALD GREEN (E;fJP'fI I .,,__.._____.__ .3M5~~L0F.1JT~~!!Errl}fiL,....____ .J I I ."._ !E~~~S rHIGH 1 ...._.._..!~~II.Rfl[~jro'!AfCfr~M.j~!!pKf1BliiLj 1 Q i MESS. CTR. DOUl3lE.f ACED Rm Z.UNE wll O. COpy .-.....'''...--.,. ---- -- lo;wlfiExi6"i11Gif~8'-nEEP'-'''-'-' .. J1. ,......~~~~.!~~. AR(lllNA,~~~~~~~TI~;;f1_____...,_,_,~ 112 COLOR MAP BLACK ~ ~~~.. ....~-.-._~.~:~~- ._~:-'~~~--'-'~~~-'-'-~.__.._....._-~=-'j l.l1-t-.,.. .~~~.~!!~.~ .!!I].~~T~!l~m.. ....-..,:.-....--......i *NOtt.F1IlOSURVIYfflUilfiil"" '. "~oi.l1.liV.ffjYFlc.J1JOli' '4 "I SIDE VIEW '4 9' . 0" (STEP) ... . % ..... ... .., 8.' . 0'( (TOP OF SHROUD) ... "I 36'( (80TTOM OF SHROUD} ~;;~g~~;;.;~~~c~=:..~~=..:-.~~::.~~~=~~:~..:.:::.::..:::- .!!Q.tll U?!'~LQ~...._......... _._.__.___.______..........,." 1I.prll~~t!t!v.; ~ ~ nllsi1Jn.r; ~ TntQI Prnillct IlneIs; \ s.a~ I Page liners; ( .!:\ 1 Clieo.t I AlItlress ,}',...:~,;." ;"_ "-._>.,.),,~",,..".t'n ,. .,:-.,:'- .,,'.:-"~ .':"'.", '"., "";,:,"','." "".,;-.,,' .'-';"--,'~ ,., ,'t.' .~_ :-"" ':'.' AP~;;~;;Y; 'j' .,~.. nnle,; , ~~-.._-_..- ;~:.;;,~;~.~~~:;;~,~r:.~L-Gn~~~~~;~~; represent actual paint, vinyl, neon or acrylic colors. WIr.rr.rEUGQ COMMUNll'T CllmlT ur.rlnl\! 2400 HoHy ~O.dt>!~Mh. Wi 549,6.1012 Phone (920)734-1601 F.x \9201734.162.2 6f2JJ/2OCJ6 11:08AM WIND LOADS Project: Winnebago Community Credit Union Descript: DESCRIPTION Ref: Uniform Building Code 1994 Basic Wind Speed= Exposure= Cq= 90 C 1.4 mph, USC figure 16-1 flat terrain, generally open for 1/2 mile. signs, flagpoles and lightpoles, USC table 16-H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Cq) = Wind Pressure 15 20.7 1.06 1.4 30.8 psf 20 20.7 1.13 1.4 32.8 psf 25 20.7 1.19 1.4 34.5 psf 30 20.7 1.23 1.4 35.7 psf 40 20.7 1.31 1.4 38.0 psf 60 20.7 1.43 1.4 41.5 psf 80 20.7 1.53 1.4 44.4 psf 100 20.7 1.61 1.4 46.7 pst 120 20.7 1.67 1.4 48.5 pst 160 20.7 1.79 1.4 52.0 pst 200 20.7 1.87 1.4 54.3 pst 300 20.7 2.05 1.4 59.5 pst 400 20.7 2.19 1.4 63.6 pst Seismic Load Comparison Seismic Zone= 3 USC figure 16-2 z= 0.3 1= 1.0 standard structures Cp= 2.0 uac t(;lble 16-P, signs Wp= 15.0 pst, typical sign box with structure Fp= (Z)(I)(Cp)(Wp)= 9.0 pst j;e l' \. ~ 11:00AM STEEL COLUMN DESIGN Project: Winnebago Community Credit Union Descript: DESCRIPTION Ref: Manual of Steel Construction, AISC 9th Edition Description 1) 2) 3) 4) 5) 6) 7) 8) Areas Subject to Wind Forces Height Width Area (ft) (ft) (sqft) 11.00 12.00 132.00 Centroid (ft) 19.0 Wind (pst) 32.8 Calculation of Design Forces at Critical Heights y (ft) @ grade M (#') 82,273 V (#) 4,330 y (ft) M (#') V (#) Column Support Design Table #of Column Column Length Start End Sleeve S act fb Cols Type Size Elev Elev Depth (P, TS) (ft) (ft) (ft) (in) (in^3) (ksi) 1 p 12"(.375) N/A 43.80 22.5 FALSE FALSE #DIV/O! FALSE FALSE #DIVlO! FALSE FALSE #0 IV/O! FALSE FALSE #0 IV/O! FALSE FALSE #DIVlO! Allowable Bending Stresses Column Column Criteria Stre~ increase factor= 1.33 ---1'"ype Size p 12"(.375) dlt <3300/Fy so... Fb= 0.66Fy= 30.7 ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi