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Home My WebLink About2006-Building (sign) CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 473 NWashburn Date: 1/25/06 Applicant Name: Marc Kostac Jones Sign Phone: 920-983-6700 Fax: 920-983-9145 Applicant Address: 1711 Scheuring Rd City: De Pere State: -YiL Zip:54115 Owner: Jeff Olson - Hallman Lindsav Paint Parcel Number(s): 16-1508-0000 Zoning: C-2/41 Type of Construction: Ground sign (Hallman Liudsav Paint). Compliance Checklist Use Lot Width Lot Depth Lot Area Floodplain Airport Height Front Setback Corner-Side Setback Interior-Side Setback Rear Setback Buildiug Area Access Regulations Parkiug Standards Loadiug Standards Vision Clearance Trans. Yard Standards Screeniug Landscapiug Lightiug Signage Mechanical Screening Var.lCUPIPD Conditions Other Comments/Conditions 0 0 Height of sign trom sidewalk grade is 40'. The Sign is 186 sq ft per side (372 sq ft total). Site sign area allowed is 1600 sq ft as site is over 2 acres. Sign must be a minimum of 25' trom right-of-way & 15' trom side lot Illes. Appears to be 36' trom right-of-way and 200+' trom sides. Review Fee: $25.00 (Disturbed area:ó 10,000 sq ft" $100/ > 10,000 sq ft" $200.00 Signage" $25 Floodplain" $75) D Approved Œ] Approved w/Conditions D Denied D Hold Reviewed by: David Buck Review Date: 1/26/06 Please contact the Zoning Administrator at 920.236.5062 if you have any questions. 'EVTEW AUTHORITY ^,p~S"",,30-5 E",o"~m ofili, ŒyZ"',g O"h""", ili,D'"""ofŒ_,i<yD,"olopm,"" ""',;go", m", 'ppm~,Jlpl..""","h,follow"g, (I) A""""", "in"",, w"kwb" ,h""'""fo""",g wd wh" " """g' ¡, ""'pmpo"d. (2)M,'m_"It=,'g,id",.w¡,do~"",wh"ili""'""fonnJ'gwdwh",,,hwg"'pmp"'" '~'..m¡"tZo"", MID',',"""""",O, Compb.." "'"' "",V'" ""m N W.""" - ...", ",."", Itil1tNJ NATIONWIDE 1711 SCHEURING ROAD DE PERE, WI 54115 PHONE: (920) 983-6700 FAX: (920) 983-9145 WEBSITE: www.jonessígn.com January 24, 2006 JlAN ,2 [) "JONES MADE SIGNS City of Oshkosh Inspection Services Division PO Box 1130 Oshkosh, VV154903-1130 Attn: David Buck Hello David, Way back when, October I believe, I had submitted a partial application for a sign permit for a Hallman Lindsay store on North Washburn, the west 41 access road. We do finally have a site plan for the lot, with the sign called out near the center. If this is what you need please send a permit up. Thanks David, Marc .T. Kostac MANUFACTURING QUALITY SIGNS - SINCE 1910 Nov-02-05 03:14P C;ty oT Oshkosh C 0 920 236 5053 P_02 City of Oshkosh Inspection Services Division POBox 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 JAN ,2 5 2005 NOV 1 0 2005 ~ 07RR0J8 ON THE WATER JOB ADDRESS I/? 3 ;1) tJ,J Len, 00;4 ¿d., iA.J:c ~. f'f Ol<>co,", (60';' - 6sLf. 'e89'() 'IDA.",; :;jn I11..L," ,^,,:J-t OWNER - HIt.L-L/1/[Æ'Û ¿P()J)~--{ f!t;pv(s CONTRACTOR I am the: 0 Owner OR I!'i Contractor USE CATEGORY DSingle Family DDuplex DMulti-Family DRental ŒlCommercial DIndustrial Work being done: 0 Addition 0 External Remodeling 0 DeckIPorchlPatio 0 DrivewaylParking 0 GaragelUtility Structure 0 Handicap Ramp 'firSigniCanopy/ Awning 0 Fence/HedgelKennel 0 Hot Tub/Spa 0 Stair/Handrail 0 Internal Remodeling 0 Stove/Fireplace 0 Swimming Pool 0 Other 0 Wrecking Permit Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the ballway, may be referenced to note if any additional information is necessary. .:. Full description of work being done: ~5-1J~¡"o"r of 1 -.yo '/';1/0", $ j-'" :;~-" " 1,,0,0 dQc1(~ bs "'<:\C ~ 16('~. f¡l ~<ltGO <A);1I ",I~o'-')' ÚJ(M.cu,\ [,'J_~_j2.;)5 1c:3 0 M b", t- ~ "" ì"lf' ð ' Anv work not included in this application is not permitted. Value oftbe job $ Ie¡, /t¡9 applicants.) (Value [or materials and labor is required to enmc consistcncy in accessing pcnnit fccs [or ,11 PLEASE READ, SIGN, & DATE: I certifý the above information is complete and accurate. Any deviations from the above submitted information moy require additional permits to be obtained. I acknowledge and agree to these terms. Name: /ífAfLc- S ~-r.4;C Signature: /1- ¡[¡prim) ( Date: //-0'7- -co- 3/°' . MANUFACTURER - JONES SIGNS . 2000 IBC . qO MPH V'iIND SPEED . CF = 1.2 . (I) POLE (I) FOOTING -t f NOTE: SEE MANUFACTURERS DRAV'iINGS FOR ADDITIONAL DETAIL AND DIMENSIONS 14'-011 + t 11'-111 --t I (f) A () I () --t LOUIS J. CORTINA, *SIGN ENGINEERING *CIVIL *STRUCTURAL P.E. = N HSS 12.1511 DIA. X .315 V'iALL HSS 1811 DIA. X .315 HALL .. .. ... - ""0 ':, ... ""1"\ .. <tit ~O"'" ~,'~.A." Tj\,R ,," ,. ""'~~ <tv _¥ ~ ..", "'1> ." "'A :C'l 'œ<..,t'~~'" " ..., \)8: C~ "1 lONA\.. v.,' #11"itti~\\\~~~ GRADE PROJECT: Oshkosh ViI SIGN CABINET BY OTHERS t 2111 +t r MATCH PLATE ,/ 21x21xlll 299 WEISGARBER RD. KNOXVILLE, TENNESSEE 37919 PHONE FAX 865-584-0999 865-584-5213 DRAWING TITLE: hallman 1811 0 HSS 1811 DIA. X .315 HALL ~ HSS 12.15" DIA. ,/' X .315 HALL ó:) í 1/811 DIA. HOLE FOR 3/411 DIA. A325 BOLT (4 PLCS.) 0 MATCH PLATE SEc,TION A-A -~- " GRAD A " ,L1 I ¡ I ,L1" A A " " I I ~, ¿, L1 I I ", ¿¡ A, I <1 = , , \) "A I " I - <1 I ij \) <1 Ó I ,<1 L! A. I ¡ <1. I ]<1, <J I <1 ~ j t A L1 " I '" L..J, .<1 ',, ', A .. E - ('() () +- 4'-0 " DIA. t c,A I SSON FOUNDATION Job Information Comm # 06072.05 Name Hallman Lindsay Location Oshkosh, IN! Date 021007106 Designer J.S.T. l.Approved by I Code 2000lBC Input Parameters Code /lSCE 7-98 Wind Speed 90 Importance 1 Gust Factor 0.85 Expos ure # of Poles M (k-It) 125,9 23.3 125.9 125.9 125.9 125,9 125.9 125.9 23.3 Augered Footing DeSign 02:1 I Spread Footing Design I 9 Manual Design Values Depth ' Length Width Area (sq ft) Section Z(It) Kz Cr Vlkight (kips) 186.66 1.87 40,00 1.04 1.20 40.01 0.00 26.67 0.96 1.20 0.00 0,00 0,00 0.85 1.20 0.00 0.00 0,00 0.85 1.20 0.00 0,00 0.00 0.85 1.20 0,00 0.00 0.00 0.85 1,20 0.00 0.00 0.00 0.85 1.20 0.00 0.00 0,00 0.85 1.20 0.00 0.00 0.00 OB5 1.20 0,00 0,00 0.00 0.85 1.20 226,67 sq It 1,87 kips Approximate Pipe Size .Approximate Tube Size ktuai Pole Size Sx Size Sx Size 71.97 18" <ÞStd. 54,76 HSS14x14x3/8" . 18<Þx O,37SWaU .". 13.34 8" <Þ Sid, 10,15 HSS7x7x1/4" 112 <Þx O.37SWall ~ 71.97 18" <Þ Std. 54.76 HSS14x14x3/8" I Select Pole Size i:j 71.97 18" <Þ Std. 54.76 HSS14x14x3/8" I Select Pole Size iJ 71.97 18" <ÞStd, 54.76 HSS14x14x3/8" I Select Pole Size ~ 71.97 18" <ÞStd. 54.76 HSS14x14x3/8" I Select Pole Size ~ 71.97 18" <ÞStd. 54.76 HSS14x14x3/8" Select role Size ~ 71.97 18" <Þ Std. 54.76 HSS14x14x3/8" f Select Pole Size .:J Match Plate Location P(pst) 18.76 17.23 15.26 15.26 15.26 15.26 15.26 15.26 83,72 41.00 0.00 0.00 0.00 0.00 0.00 0.00 Louis J. Cortina, P.E. 299 N. Weisgarber Road Knox\We, TN 37909 Phone: (865)~999 Fax: (865) 584--5213 www.sign-engineer.com www.michaeibradyinc.com F(kips) 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 4,19 kips Centroid (It) M(k-ft) 3,50 0.69 33.34 116.75 9.19 13.34 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0,00 125,94k-1t 0,00 rM- Sx Segment Pole Vlkight Length (ft) (kips) 26.67 1.76 OK OK 13,33 0.00 0.00 0,00 0,00 0.00 26.67 k-It kips Stiffness Anal 's l:arrpìngRatio 0.035 Base Pole Ix 753'.5 in" Natural Freq. 1.6 cycles/second Stiffn,,!;!> OK Moment Force AI-! S1 A Req'd Depth 125.94 4.19 30.05 1.03 2.39 10.13' It It It ft Footi1g \/Ikighl 0.00 Sign Vlkight 4.24 VRM 0.00 HRM 0,00 RM 0.00 OTM 125.94 e 29.72 Maxim um Soil Pressure q""", #DIV/O! Overturning Rafios Volume V.OO Shallow V.OO > 1.5 > 1.5 kips kips k-It k-ft k-It k-ft It "2.5 ksf Si n S ecifications Refer to Sign Company's drawing(s) for more details. PJI designs, detailing, fabrication and construction shall conform to: 2000lBC PC1301-89 PJSC Jlmerican Vlklding Society Local Building Codes 8. Ordinances Vlklding Electrodes E70XX Soil Bearing Pressure #DIV/OI psf Horizontal (Passive Press ure) assuml:\d al300 PSFIFoot of Depth. Excavation shall be free 01l00se $011 Pli\forli\ pouring concrete. Vlklders shall be certified for type of welding. Jldequatelybrace polli\(s) until concrete ha$ $et up for 14 da)S, Grout under ba$e platEls with non-shrink grout. This Engineer does notwarrantthElacclJracYof dimensions furnished by others. PJI exposed steel shall be painted with an enamel paintto inhibit corrosion. The contractor (Installer) is responsible forlhe means 8. methods of construction in regards to jobslte sa'fety. This design is for the indicated addroS:$ only, and should not b'Õ usad "19th,,, locations without written permis.slon ofthe engineer. No field heating to bend steel shall ba allowed without the Engineer'$ approval. of deæils and structural members Concrete: 3000PSI @ 28 da)S HSS Round Section: ASTMASOO Grade B(FY"'42 ksi) HSS Square/ReclangularSection: ASTMASOO Grade B (FY"'46 ksi) Mchor Bolts: F1554 Grade 36 U.N.O. (alternates Grade 55and 105) Connection Bolts:A325 Steel Angles,Channels, Structural Shapes and Plates /lSTM 1\36 Reinforcing Grade 60 I ~M~~; 2.05 I indsa~ cover over steel. DRAWING NO. 1~~/Ol/O6 It It cu, ds, f"IF" OKING 0,86 0.62 0.00 0,$3 0.00 OK 0.00 0.00 O.öo 0.00 OK OK 0.00 0.00 0.00 0.00 OK OK 0.00 0.00 OK l:P =' 2,37 kips Drl6.