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Home My WebLink About2002-Building (sign)OSHKOSH ON THE WATER Job Address Designer Category Type 425 N WASHBURN ST 254 - Signs Building ~I Sign CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner SHORELAND DEVELOPMENT CORPORATIO Create Date Contractor APPLETON SIGN CO Plan (~ Canopy (~ Fence (~ Raze No 0098871 12~02~2002 Zoning C-2 Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Class of Const: 0 Sq. Ft. Rooms 0 Height 0 Sq. Ft. Bedrooms 0 Stories 0 Sq. Ft. Baths 0 Poured Concrete O Floating Slab (~ Pier (~ Other Concrete Block (~ Post ~ Treated Wood Not Required Flood Plain No Not Required # Dwelling Units 0 0 Ft. Size [] Projection_j Canopies 0 Signs 0 Height Permit Not Required # Structures 0 I& Sign / New 245 sf ground sign, 46 sf message center- per side and a 210 sf wall sign as per plans submitted Wiring to be done by Town Country Electric. Use/Nature of Work HVAC Contractor Plumbing Contractor Electric Contractor UNKNOWN???? Fees: Valuation ~PlanApproval $0.00 Permit Fee Paid $185.00 Park Dedication $0.00 Issued By:~ Date t2/02/2002 Final/O.P. 00/00/0000 [] Permit Voided In the perforrF~'l~,ce,,~ this work I agree to perfj~m all wor. k pu_rs~ant to rul~s governing the described construction. Signature ~'A ~ ~~/~x.~ Date¢ ~/0 ?.~.~ ~ Agen~Owder ~ ' I Address 2927 ROEMER RD APPLETON WI 54911 - 8633 Telephone Number 734-1601 JOB LOCATION:_. PROPERTY OWNER/CONTRACTOR: ~CoNsTRu.,CTION DATA: ,/~. New Construction.' ZONING/LAND USE COMPLIANCE CHEcKi.:IST Addition Alteratior TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) _ ~J COMPLIANCE CHECKLIST DEFICIENT Use Lot Width Lot Area' Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards Building Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standards Drainage Plan COMMENTS REVIEw AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Developmer~ designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, Windows, etc., when the use is conforming and when no change is proposed. //~- APPROVED , DENIED Plan Commission Action Required Variance(s) Required BM-$ ~ 2~)' I __J I I I I 11/26/2002 3:28 PM Structural Engineering Calculations for: Pommerning Automotive ADDRESS DESCRIPTION Index Title .................. 1 Specifications .................. 2 Wind Loads .................. 3 steel COlumn' ,:~::i':~i.,..i... 4 Footing .................. 5 6 ................... Information contained in this spreadsheet has been obtained from sources believed to be reliable. Howeve.~, ,ne,i!t)e~-.S-[. Publications, the author, nor Young Electric Sign Company gijarantees the accuracy or completeness of any information contained herein, and neither St Publications, the author, nor Young Electric Sign Company shall be responsible for any errors, omissions, or damages arising out of the use of this spreadsheet. This spreadsheet is in~end~-~i-~-i~-"fo~- the StUdy of general engineering PrinCiPleSI an'd is ~o[ intended for application to actual facts or circumstances. Neither the author, or any other person or entity associated with this work is hereby rendering engineering or other professional services. If such services are required, the assistance of an appropriate profesSional should be south. /26/2002 3:27 PM BASE PLA TE AND ANCHOR BOL TS Project: Pommerning Automotive Descript: DESCRIPTION Ref: AISC Steel Design Guide Series ¢ (1990), Column Base Plates Plate Design # of Base Plates= 2 Maximum Column Dimension, OD= 10.00 Number of Bolts, n= 4 Compressive Strength of COncrete, f'c= 2,500 Moment/Base Plate, M= 101,447 Bolt Line Spacing, L= 14.00 Base Plate Dimensions: N= Tension per Bolt Line, T= 86,955 Maximum Moment on the Plate, Mpl= 173,909 Plate Thickness w/o Gussets, t= 1.35 in, perpendicular to sign face per line front and back psi at 28 days Ib-ft in, from front to back 18.00 in B= 18.00 in lb, = M/L (simple moment couple) lb-in, = (T)((L-OD)/2) in, = Sqrt((6M)/(0.75Fy(4/3) Bef0) Anchor Bolt Design (using A36 threaded rod with embeded end nut) -:.. TensiOn perAnchor, Ta= 21,739 lb, Req. Gross Area of Anchor Bolts, Ag= 0.85 sq Min, Diameter of Anchor Bolts, D= 1,04 in Actual Bolt Diameter to be Used= 1.250 in = T/n in, = Ta\0.33Fu (1/3 inc) Req Proj Concrete Surface Area, Ap= 188 Req Embeded Bolt Length, L= 25.00 Mir~jSpaclr~'~'t~ Edge of Concrete= 25.00 Min. Spacing Between Bolts in a Line,s= 50.00 Actual Spacing Between Bolts in a Line, s= 0.00 # of Overlaps= 2 Revised Ap Based on Overlap= 125.00 Actual Shear Capacity of Concrete Cone= 16,625 Shear stre',ss per bolt, fv= 439 Allowed Tension'StreSS'wi'th Shear, Ft= 25,456 Actual Tension Stress per Bolt, ft= 17,714 OK sq in, = Ta/(2 sqrt(f'c)) (1/3 inc) in, = sqrt(Ap/3.14), min 20D in, =2L ::" in lb (1/3 inc) "" ~ ~' NG psi, = Va/Ab psi, 0.43Fb'- = .8fv, max 0.33Fu (1/3 inc) psi, = Ta/Ab Weld Design ,': (check connection of base column to plate, pipe and square tube only) ,::.r' #.shape of Column= · 'Fillet Weld Leg SiJ~e, 'a= Section Modulus of Weld, Sw= 0.00 Actual Weld Stress, fw= #DIV/0! (R=round, S'--'~'quar~)~:' '~'~: in in3, = 1.34(b^2)(a) psi, = M/Sw #DIV/0! 11/26/2002 3:27 PM LA TERAL BEARING PIER AND CAISSON FOOTINGS Project: Pommerning Automotive Descript: DESCRIPTION Ref: Uniform Building Code 1994 (Sec. ~806. 7) # Footings= 2 Pass lat soil res, q= 200 psf Moment/Footing, M= 101,447 Ib-ft Composite Centroid, h= 23.44 ft Equiv Concentrated Load, P= M/h= 4,328 lb Rectangular Pier Width, W= Length, L= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft, parallel to sign face ft, perpendicular to sign face ft S1= (2)(q)(D/3)= 1,021 psf b= Sqrt(W^2 + L^2)= 11.2 ft A= (2.34)(P) / (Sl)(b)= 2.5 Round Caisson Diameter, b= 3.00 ft, round augered hole Depth, D.-- (A/2),(I~,,S.,Q~(1 + (4.36h)/A))= 9.65 ft S1= (q)(2)(D/3)= 1,277 psf · --:--A= (2.34 P) / (S1)(b)=2.64 Allowable Bearing Pressure= Square, Sign Wt= lb -Base Wt= 0 lb Area= 0.0 sq ft ,q m..a~,:~ ~#DIV/0! psf, soil .... . ....... #'Div/0! psf, 1994 UBC table':18-1 -Al at grade Round Sign Wt= lb BaseWt= !.0,229 lb Area= 7.1 sq ft q max= 1';447 ' psf, soil OK, with depth increase 1,330 r¢--- ~.: c Concrete Volume A:~. (;,, -~,:~ Outside'Width of Column= 10 in Depth of Column in Footing= 0 ft Volume of Concrete per Footing= 2.5 Total OrderlY,.01 ,u, me of Concrete= 5.1 ; /' 'i TM , ,~' ~ ' cubic yards (+-) cubic yards (+-) ,:L?,.:33 = · STEEL COLUMN DESIGN 11/26/2002 3:27 PM Project: Pommerning Automotive Descript: DESCRIPTION Ret: Manual of Steel Construction, A/SC 9th Edition 1) 2) 3) 4) 5) 6) 7) 8) Description Areas Subject to Wind Forces Height Width Area 10.00 2O.00 2.25 20.00 Centroid Wind 200.00 25.0 35.7 45.00 16.5 32.8 Calculation of Design Forces at CritiCal Heights y (ft) M (#') V (#) y (ft) M (#') V (#) @ grade 202,894 8,618 #of Cols 2 Column Column Type Size (P, TS) ..... ' ts .... ~--~10XX.31 FALSE FALSE FALSE FALSE FALSE Length Start End Etev Efev Sleeve S act fb Depth (in) (in^3) · N/A -- 36.70 33.2 FALSE #DIV/0! FALSE #DIV/0! FALSE #DIV/0! FALSE #DIV/0! FALSE #DIV/0! Allowable Bending Stresses, Column Column Criteria Type Size ' Stress increase factor= 1.33 ts 10XX.31 b/t <238/sqr(Fy) so... Fb= 0.6Fy 36.7 ksi FALSE-- .... help .... ~N/A~ so,. Fb ..... #N/A .... #N/A ksi r¢'/~i~ ' 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 G~,APE 20,¸ 12'C./C 'lq/VO AUGER. ED .~' PlA X 10' DEEP BASES (x4) 1-~" ANCHOP~ BOLT5 PEI~ BASE SPACED 14" C/C 'il3"x'l~3"xJ'-~" STEEL BASE PLATES 'lO"x'lO"x.~'lO" STEEL SC). Tg/BES 2"x2"x,~" STEEL FKAME O~BINET ~-4oo HOLLY RD NEENA~H WI .54956 1-B00-'7c~1-3344 9~-0-'734-162.,~- FAX JOB NAME POMMERENING AUTO JOB NUMBER DRAWN BY :B.G. DATE: ~ f-26-02 HRS: .5 COLOF~EP $f='L IT