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Home My WebLink About0124458-Building (scoreboard) e OSHKOSH ON THE WATER Job Address 500 E COUNTY RD Y CITY OF OSHKOSH No 124458 BUILDING PERMIT - APPLICATION AND RECORD Owner WINNEBAGO COUNTY FAIRGROUNDS Create Date 04/12/2007 Designer Contractor TENANT Category 254 - Signs Plan Type o Building . Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq.Ft. Sq.Ft. Sq. Ft. Rooms Height Ft. o Projection I Finished/Living Bedrooms Stories Canopies Garage Baths Signs Foundation o Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood . Other Occupancy Permit Not Required, Park Dedication Flood Plain Height Permit # Dwelling Units 0 # Structures 0 Use/Nature Fairgrounds / Racetrackllnstall16x24 electronic scoreboard with 4x24 advertising above and belowthe.sign.* Notes: Additional permit of Work required prior to instaUationof Future Message Center. HVAC Contractor Plumbing Contractor Electric Contractor BULLSEYE ELECTRIC INC Fees: Valuation $12,177.00 Plan Approval _____ $O.OQ Permit Fee Paid Issued By: ~L.) $106.00 Park Dedication _______$0.00 Date 04/27/2007 Final/C.P. 00/00/0000 --.--..-.- o Permit Voided I Parcelld # 1530000000 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 Address n Agent/Owner OSHKOSH WI 54901 - 0000 Telephone Number 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: 470 E. County Road Y Date Rec'd: 4/9/2007 Applicant Name: Studi 28 (Denny Payne) Phone: (920) 230-4653 Fax:( ) Applicant Address: 1708 Roosevelt Ave.. City: Oshkosh State: ~ Zip: 54901 Owner: Winnebago County Parcel Number(s): 15-3000-0000 Zoning: M-3 Type of Construction: Construct Scoreboard for Oshkosh Speed Zone Raceway Compliance Checklist l::J.se Lot Width Lot Depth Lot Area Floodplain AiJ:pefl I=Ietgbt Front Setback Corner Side Setback Interior Side Setback Rear Setback Building .^.rea .^.ccess Regulations Parking Standards Loading Standards Vision Clearance Trans. Yard Standards Screening Landscaping Lighting S ignage MechaFlical Screening 'lar./CUP/PD Conditions Gtflef Comments/Conditions Construction of Accessory Structure (Scoreboard) No height Restriction. All advertising placed on the scoreboard shall be visible from spectator seating only. Cost of Sign- Labor- Total- $ I 0,677 $ 1,500 $ 12, 177 Permit Fee- Zoning Review- Amount due at permit Issuance - $106.00 $ 25.00 $131.00 Bullseye Electric - Electrical Contractor - Phone? THIS IS NOT A BUILDING PERMIT! BULDING PERMIT MUST BE ISSUED BY THE CITY OF OSHKOSH INSPECTIONS SERVICES DIVISION PRIOR TO CONSTRUCTION! Review Fee: $ None Reviewed by: o Approved w/Conditions ~ o Denied 0 Hold Review Date: April 10, 2007 Please contact the Zoning Administrator at 920.236.5062 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 and when no change is proposed. COPY: Planning Address File Applicant Engineering '90 I . II '75 520 460 450 Jj '5,,\J~- \() \~ I \I ')" \.' ;l 'b 502 550 550 DISCLAIMER 500 E County Rd Y This map is neither a legally recorded map nor a survey and it is not intended to be used as one. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not re- sponsible for any inaccuracies herein contained. If discrepencies are found, please contact the City of Oshkosh. Created by - kjg Scale: 1" = 250' OJHKOfH ON THE WATER City of Oshkosh Department of Community Development 04/09/07 This map is neither a legally recorded map nor a survey and it is not intended to be used as one. This drawing is a compilation of records, data and infonnation located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City ofOsbkosh is not re- sponsible for any imu.curacies herein contained. If discrepencies are found, please contact the City of Oshkosh. 470 E. County Road Y N A DISCLAIMER 100 I o 100 Feet I 04-10-2007 Scale: 1" = 2001 Source: City of Oshkosh GIS ) /'D~ 1, - 1;f') t.s fO _ f "bor / A 4' 16' 37' 4' Y -c Fence I" 11 __t -1 ~loll l6:- Scoreboard;s 24' wide Two 10' I-beams @ 131bs per Ft. Weight of Scoreboard 2000 Ibs. II :: Advertising Sign II :: FufureMessage Center Pvtf~9i9- c IC~+I' . ALL!1mfj2lLfTtJ SCofl-EBOftRDS,{.D/l1 ./ {-u(v(2E Mf~A6-e C~(c-R- i -- I(-v 130A-R-z:;;------'~ it ---- vir/JZ-.e- '1 II-D BrJ/fR-I:/ Retaining Wa -c Grade ".i~l..~.~J.... ~."""'.,. I o~ ~ 1~*""F"~r"m1i'. . '.iIll Ptf"I"''+ 1 0 II I Bt:t'rrz ((P Lf;7 J(J!1}- rr; McMAHON GROUP DATE CLIENT PROJECT PROJECT No. BY ENGINEERS I AkOiITECTS I DESIGNIBUILD I OPERATIONS I I 1 I I I I I ~!.~~ ~(4~ !QirO'lb~ 4'4"\ ~fV6t:r . o ~ U ... 1'1o'!t7~hC:SO UD-p PAGE \ OF r;;-- .,.It " ~.,. -f? _~~O\l ~~,->MAf;J?____ I I I J I , I I I I , I '- I ------- 1- - --- ---- ----- ......-: I I I I I I i I I I I I I I I I I I , I = ',I!. .. -'ll: - - ' , 'I' lii.& - "I I =;; - ,..... "I' .,,-....' , ',I , 'I I . ',1,11' , , 1'1 I -' lit' , , , 11-, ,',I...I...l'. e~~ ~ -reo""'~ t::::e>I.VM..v::. - W'o,r. \-:3 ~RE:O '(~-- ~'4"'" ",() ~ k () ,/ W\4>)l.~ ~'" ~'tibe'\ ~~oM..\ =0 - I ~ I " , , ' . ' . tt u.. "D'~ ~ fPl,)~~-nOM . ". . , , , . , , ~ , () - I ... - '" '\ 'I . , . , . ' ... ",'" . . , . . '.. ,,".." , . . ' , .. ... ' . . , .+ ~t-tZ\{~\lo~ 1/ It , " /4- ':,. \-0 4'l~ A ~ I I I I I I , I I I I t .1 I I ---+ I I I t I I ---1 ..J \14> )(....0 ~\,,~ <6f)~ ~u~ all=:= - .: ,.J 'I' . ==1(1 ' ", . - .. '1'- , - - -, '".- , '-I :. J J I' , '.. r.l -. . _ I_I to , " , .1'.1,1, ' _. UJ . - -. ... '.. ., ........ ::.. .. .. . -' .""... ": f' . ... L- .. . - - ~ - ....- McMAHON GROUP DATE CUENT PROJECT PROJECT No. SY oJrl\pf'lo6'7 ~ ~~t.J~ ~L(~ ~ o rfA12... ')'b"r7~,cr'() ~ PAGE 't... OF < ENGINEERS I AROIITECTS I DESIGNI8UILD I OPERATIONS h . /' W\Co'l(~ ~<l;A ~~, 4l..c)~~ ~-I /.:.- -.a> df' <'.0,) ~~ ~M. '5~ II ~ -.. ~i~~ .. I, Il\~~--. oJ " iitiif ::: i: =-t1.t.z: (3) ~"f, ::.f!{ I II iilz ...... ;2 ~ I' - !! _0 :; -.9 II ~ .... II Ii ~ <:l . I' '~ <S II S\ II " II ~l ii !' ii :: ./il<).1~ I( II , II II I' 11..__ __~JJ 'CO -\ I - - U l...- -4+4 -rie: .... / v -~ ~ ~ \fl 't:: ~ "- I' ~ 4U)~ " ~ e. 3 ",.c". f6u~~{5~ ~O~ ~_. .. ~ V" , ~. ~ rz, -=-'-0 McMAHON GROUP DATE CUENT PROJECT PROJECT No. BY 04-/l~/~~ O~~((~ 'eeJ1U~ .01~~ ~y' Z/F9.1.:t- ~1o'31e:..P Uo'6 PAGE ~ OF ~ ENGINEERS I AROIITECTS I DESIGNIBUIlD I OPERATIONS ~I c\ :;I-I!:> 1>1~ It 3 ~ ~6l!:.. ~)", ~ *4 ~ 1i~ At, '6?M.tft.\4 ~""'" C>~ l=OVtSl>A.1tt>tl ~i-"T1~ l;5~~ "-~t,<{L ?~ .g.~ l '~_ \ !..cr' McMAHON l\SSOCIATES DATE CLIENT PROJECT PROJECT No. BY 0411812007 Oshkosh Raceway Sign Support . 00922-970378.00 MOB PAGE-+- OF .b"- ENGINEERS I ARCKTECTS I SURVEYORS I PROJECT MANAGERS Speclfl~lon Notes Sign Support General Notes: 1 Verify all dimensions, elevations, and conditions prior to starting work. Notify ENGINEER/ARCHITECT of any discrepancies or Inconsistencies. 2 Provide all necessary temporary bracing, shoring, guying, or other elemente to avoid excessive stresses and to hold structural elements In place during construction. 3 The CONTRACTOR to consult with local authorities prior to excavation to locate underground gas, sewer, water, and electrical obstacles. 4 The ENGINEER/ARCHITECT Is not responsible for the means and methods of construction or the safety of the Job site, and that these responsibilities are Intended to be and to remain solely those of the CONTRACTOR. Design Loads: 1 Wind Load: Basic Wind Speed Structure Category Wind Importance Factor Wind Exposure Category Force Coefficient 90 mph Sign Above Grade 1.0 B 1.20 Foundations: 1 Contractor shall employ a certified solis consultant during construction to test and verify the assumed soli conditions and report findings to the ENGIMEl:R1ARCHJTE:CT. Assumed Soli Type stiff clay; firm Inorganic silt 2 Place foundation concrete on clean firm bearing solis material. Concrete: 1 Min. Compressive Strength 4000 psi at 28 days. Reinforcing Steel Strength 60000 psi. 2 No admixtures without approval from ENGINEER. Admixtures containing chlorides shall not be used. 3 Mechanically vibrate all concrete.. 4 The top surface of all exposed concrete shall be given a hard steel trowel finish and sloped away from the center. Reinforcing Steel: 1 All bars, ASTM A615, Grade 60. 2 Concrete coverage: All concrete 3.0 Inches 3 Reinforcing shall be placed In accordance with CRSI Standards. 4 Provide wire spacers, chairs, ate. for supporting reinforcing steel In position while placing concrete. All bars All bars shall be tied to prevent displacement McMAHON :ASSOCIATES DATE CLIENT PROJECT PROJECT No. BY 04/18/2007 Oshkosh Raceway Sign Support 00922-970378.00 MOB PAGE b OF ~ ENGINEERS I AkOllTEC1'S I SURVEYORS I PROJECT MANAGERS Specification Notes Sign Support Steel Notes: 1 Structural steel shall meet the following specifications: Steel W-5hapes: ASTM A992 for New W16x40 Other Steel Shapes: ASTM A36 2 All detailing, fabrication, and erection shall conform to the A1SC "Load and Resistance Factor Design Specifications for Structural Steel Buildings- and -Code of Standard Practice for Buildings and Bridges. _ 3 All welding shall be performed by a certified welder In accordance with AWS -Code for Welding In Building Constructlon.- Surfaces to be field welded shall be properly prepared prior to being welded to assure a good quality weld. Remove paint, dirt, grease, etc. McMAHON :ASSOCIATES ENGINEERS I ARCHITECTS I SURVEYORS I PROJECT MANAGERS Solid Sign Wind Loads per ASCE 7-98 Geometric Data: H - Solid Sign Height 27.0 1\ L - Solid Sign Length 24.0 ft D - Distance Between Sign and Ground 10.0 ft Location of Centroid 23.5 ft Sign Ratio 1.13 Analyze Sign as if it is l: Above Ground Level Analysis Data: Basic Wind Speed Kci - Directional Factbr I<zt - Topographic Factor G - Gust Factor I - Importance Factor C, - Force Coefficient 90 mph 0.85 1.00 0.85 1.00 Ok! 1.2 LJL #!s DATE CLIENT PROJECT PROJECT No. BY 0411712007 Oshkosh Speed Zone Raceway Scoreboard Sign 00922-970378.00 MOB PAGE---L- OF ~ Solid Sign loading Location Data: Exposure Category (A, B, C, or D) B Urban/suburban, wooded, or other obstructed (typical) Importance Category (I, II, III, or IV) II Standard Results: Kz - Pressure Height Factor Ch - Basic Wind Velocity Pressure q - Design Wind Pressure Total Load on Sign Number of Columns Spacing Between Columns Eccentric Location Maximum Load on a Column OFF OF -Sltr,.J cyroz 497q C.V to z. L/9 80 ~V"llf~~l C'lIoZll~ q 1- 0.65 11.5 psf 11.7 psf 78121bs 2 18 ft 4.80 ft 6089 Ibs McMAHON 1\SSOCIATBS ENGINEERS I ARCHITECTS I SURVEYORS I PROJECT MANAGERS Embedded Pole Foundation Description: Pole foundation design under lateral loads using the method proposed in the Wisconsin Enrolled Commercial Building Code. Values to be known prior to using this method are; the total horizontal force, its location above grade, the type of soli (which controls the later earth pressure), If movement of the foundation Is permitted, is the force wind, and is the pole foundation restrained at the 5011 surface The design method is iterative, the width of the foundation and Its depth must be assumed, and a new depth is calculated based on the assumed depth. When assumed depth Is greater than the calculated depth, design Is complete. For a comparitive value, the volume of concrete utilized is calculated. Applied Loads: Horizontal Force Height of Force Foundation Information: Passive Soil Pressure Foundation Width/Diameter Foundation Length Foundation Depth Force primarily wind? Allow 112" movement? Restrained at the surface? Is the foundation circular? Calculation Results: Required Foundation Depth Concrete Volume Used 6100lbs 23.5 ft 150 pet 3.00 ft 3.00 ft 11.00 ft Ves Yes No Yes 10.90 ft 2.88 CY DATE CLIENT PROJECT PROJECT No. BY 04117/2007 Oshkosh Speed Zone Raceway Scoreboard Sign 00922-970378.00 MOB PAGE 'Z OF 30 Sign Foundation Tvoe Description Assumed PSF Passive Pressure 1 Wet soft clay; very loose Verify 100 (Not well drained) slit; silty clay 2 Loose fine sand; medium 2000 100 (Not well drained) clay; loose sandy clay 3 Stiff clay; firm Inorganic 3000 150 (Well drained) silt 4 Medil;lm (firm) sand; loose 4000 200 (Well drained) sandy gravel; firm sandy 5 Dense sand and gravel; 6000 300 (Well drained) very compact mixture of 6 Rock 12,000 400 (Well drained) Calculated Values: Increase Factor Soil Factor - S1 Soil Factor - S3 2.66 1463 1800 Value - A Value - b 3.25 3.00 " McMAHON :ASSOCIATES DATE CLIENT PROJECT PROJECT No. BY 04117/2007 Oshkosh Speed Zone Raceway Scoreboard Sign 00922-970378.00 MOB PAGE 3 OF? ENGINEERS I AACHITECTS I SUIlVEYORS I PROJECT MANACBS F2 - Doubly Symmetric Compact I-Shaped Beam Free Body Diagram 1 Reactlons: Applied Uniform/Concentrated Loads: ~ -Cpol) wIdlh(feot) _load ". DL 0 0.00 0 plf ~ 23.5 ftl- LL 0 0.00 0 plf TL = 0.00 kif 0.00 k 0.0 k-ft -+- DL DL (k) LL (k) a (ft) 6.10 k 143.4 k-ft -4- LL C1 = 0.0 6.1 23.5 6.10 k 143.4 k-ft -4- TL C2= 0.0 0.0 0.0- 6.10 k 143.4 k-ft -4- TL, C 3 = 0.0 0.0 0.0- Steal Shape Properties: C 4 = 0.0 0.0 0.0 Beam Req'd An.: U 120 C6 = 0.0 0.0 0.0- IW16x40 I L\L: U 180 Addltlonallnformatior Fy 50 ksi A = 11.8 1n2 d = 16.0 in Braced Length ( 4) 120.0 In Sx = 64.7 in3 it = 0.505 in ~ = 68.3 in L, = 190.9 in Zx = 73.0 In3 fw = 0.305 in Beam Shear - V n 146.4 kips Ix = 518 In4 J = 0.791n4 Connection Capacitylell 146.4 kips Iy = 28.91n4 Ow = 1740 InG Cb = 1.00 Cy = 1.00 k = 0.907 in Beam Description Load Combinations: . DL 1.0 . cp., 1.00'" 1.00 · DL 1.0 LL 1.0. Ob 1.67 n., 1.50 Beam Calculation Results: ASD Il8lI'd = 314 in4 MLL = 143,4 k-ft MOl Me Mp F = 0.0 k-ft = 143.4 k-ft = 304 k-ft = 77 ksi Mn = 254 k~ft All = 2.28 in ALL = 2.28 in Design Ratio = 0.941 Design Ratio = 0.971 Design Ratio = 1.456 Design Ratio = 0.063 Desl n Ratio = 0.042 fy = 1.56 In r: = 1.86 in U 120 LI 120 - Bending - ATL -~ Beam Shear - Connectionl