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Home My WebLink About2003-Building (foundation)OSHKOSH ON THE WATER Job Address 450 W RIPPLE AVE Designer Category Type Zoning CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner EVCO PLASTICS Contractor OWNER 290 - Miscellaneous (Structures other than buildings) · Building (~ Sign (~ Canopy (~ Fence (~ Raze Class of Const: No 103332 Create Date 08~05~2003 Plan Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 71 Ft. Finished/Living 0 Sq. Ft. Bedrooms 0 Stories 1 Garage 0 Sq. Ft. Baths 0 Foundation · Poured Concrete (~ Floating Slab O Pier (~ Other (~ Concrete Block (~ Post (~ Treated Wood 4' deep, 30'x30' pad Occupancy Permit Not Required Flood Plain Height Permit Required Park Dedication # Dwelling Units 0 # Structures 0 [] Projection J Canopies Signs 0 0 of USe/Naturework Factory/Install foundation and 4-71' tall silos.* County height approval to be forwarded to this office. HVAC Contmctor Plumbing Contractor Electric Contractor Fees: Valuati~ Issued By: /'~ $135,750.00 Plan Approval $0.00 Permit Fee Paid [] Permit Voided J $443.00 Park Dedication $0.00 Date 08/05/2003 FinallO.P. 00/00/0000 In the pedorm, ar~his work I agree ~p~)*Corm all work pursuant to rules governing the described construction. Signature Date ~ Agent/Owner Address 110 EVCO CIRCLE DEFOREST WI 53532 - 0000 Telephone Number STEVE EVANS 608q 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. ZONING/LAND USE COMPLIANCE CHECKLIST PROPERTY OWNER/CONTRACTOR: ZONING. CONSTRUCTION DATA: TYPE OF CONSTRUCTION: ~ New Construction (i.e. fence, pool, parking lot, sign, etc.) Addition Alteration COMPLIANCE CHECKLIST DEFICIENT COMMENTS Use Lot Width Lot Area Lot Ama Per Family Floodplain Front Yard , Front Yard Side Street Rear Yard c~- 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 REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or 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) Require~ REVIEWED BY: ~' ~/ ~ FROM : BAUER ENGINEERING CO PHONE ND. : 920 887 0221 Ju1. 25 2003 03:21PM P1 • Bauer Engineering, LLC. 1037 S. Georgetown Terrace Beaver Dam, WI 53916 Phone (920) 8854966 FAX (920) 887 -0221 STRUCTURAL CALCULATIONS For Project # 03B69 07/25/03 30'x 30' Concrete Ftg. Base for (4) 12'diam. x 60' Silos Evco Plastics Oshkosh, WI For: Rob Beck / Waupun, WI GOVERNING CODA' State of Wisconsin — IBC2000 AISC — Eighth Edition/Ninth Edition ALLOWABLE S'TR&SSES Hot Rolled Structural Shapes: A36 Grade — 36,000 psi yield Tube columns, tube beams — ASTM A500 2-46 KSI yield Puriins — 50 ksi yield PESIGN LOADS 35 psf - Ground snow Load; 100 mph - Wind Load PIFR4AND FOOTINGS 3500 psi concrete PRESUMED SOIL BEARING VALUE 3000 PSF (well drained) Structural Calculations Page Index PAGE OF DESCRIPTION _ \ ( * 1 1 -3 i 3 Footing design & details "44 s ia * E II a • ` �* '� " lam / • r ` Uivr1L G� • _, ,, r • FROM : BRUER ENG I NEER I NG co PHONE NJ. : 920 887 0221 Ju 1. 25 2003 03: 23PM P4 l3 Company : FOR EVCO PLASTICS! OSHKOSH, WI July 25, 2003 Designer , : B Job Number : 03869 03869 SILO BASE EVCO PLASTICS/ OSHKOSH, WI Checked By: c==easar Flexure Design Results r. --__.. �. Description Load Sets and Factors _ Mu-XX. (k-ftf Z Dir Assin Mu-ZZ (k -ft) X Dir As (nli ACT e.1 (vin 1.401 +1.7LL _ 145.692 15.552 I 145.692 15.552 __j ACI 9.20/V) 1.1J5DL +1.27511 +1.275WL 194.632 ' 15.552 109.269 15.552 ACI9.2(W) 1.0501 +1.27511- 1.275WL 194.632 15.552 �` - 109.269 15.552 ACI 9.2 E 1. •-• DL +1.275LL +1.4EL 109.269 15.552 i 109.269 15.552 1.05 • L +1.27 LL -1.4EL 109.269 15.552 _ 109.269 15.552 W .9DL+1.3WL 326.685 15.552 34.735 15.552 ACI 9. W .9DL -1.3WL 328.6 # 15.552 34.735 15.552 - AC19.3 E .90 +1.43i=L i 34.735 15.552 34.735 15.552 ACI 9.3 E J .90L- 1.43EL 1 34.735 15.552 34.735 15.552 1 Note: Overburden and footing self weight are included in the DL Toad case. A' u.usai 8 $1: X Dir. Steel: 15.552 in (min) l assim A■ D i on ;;;MMw; C n 2 Dir. Steel: 15.552 in (min) Shear Check - esults Two Way (Punching) Vc: NA One Way (:( Dir. Cut) Vc 894.511 k One Way (Z Dir. Cut) Vc: 894.511 k Punching X Dir. Cut Z Dir. Cut Description Load Sets and Factors . _ . 1/1,%1 ) Vu/,eVc Vu(k) Vu/gVc Vu(k) - Vu/pVc .. ACI 9.1 1.4DL +1.7LL NA NA i .28 _ ' 0 .28 -- 0 . 1 ACI 9.2 La 13 DL +1.2 + 1.275WL NA NA 398 0 .21 0 ACI 9.2(WJ 1.050L+1.275LL- 1275WL NA NA .398 0 .21 0 ACI9 • E 1.05DL +1.275LL +1.4EL NA NA .21 0 .21 0 Ad • • E ( 1 .05DL+1.275LL-1 .4EL ---NA NA .21 0 .21 0 AC(9.3(W) .9DL +1.3WL "74 NA 1.912 .003 .067 0 ACI 9. .9DL -1.3WL NA NA 1.912 .003 1 .067 1 ' 0 ACI 9.3 E I .9DL +1.43EL _ I NA NA .067 O .067 t 0 AC19.3(E) 1 .9DL- 1.43EL . NA I NA .067 - 0 .067 J 0 Note: Overburden and footing self weight are included in the DL Toad case. Concrete -. nn • Check Results • n ertical Loads Considered! Bearing Bc : 60511.5 k Description Load Sets and Factors Bea ' r Bu k Bead Bu/ Bc ACI 9.1 1.4DL +1.7LL - 560.83 .01 1 ACI 9.2 1.050L +1275LL +1.275WL 420.623 .01 1 ACI 9.2 1.050L +1275LL- 1.275WL 420.623 .01 AC19.2( 1.0501 +1.275LL +1.4EL 420.623 __ .01 ACT92(E) 1.05DL +1.27511 -1.4EL 420.623 .01 ACI 9.3(W) .9DL +1.3WL 133.711 .003 i Ad 9.3(W) .90L-1.3WL 1 133.711 .003 ACI9.3(E) .9DL +1.43EL 133.711 - .003 ACI 9.3(E) .9DL- 1.43EL '7" _ -003 j Note: Overburden and footing self weight are included in the DL load case. RISAFoot Version 1.173 [C:1Progtrai File5\RI3A FOOTINGSIBECK EVCO- 03B69.rftJ Page 2 FROM : B UER ENGINEERING CO PHONE NL. : 920 887 0221 Ju1. 25 2003 03:22PM F3 1 / f' Company : FOR EVCO PLASTICS/ OSHKOSH, WI July 25, 2003 Designer : B Job Number : 03B69 03869 SILO BASE EVCO PLASTICS/ OSHKOSH, WI Checked By: _ Geometry and Materials Length :15 ft eX :0 in Allowable Soil Bearing :3000 psf Steed fy :60 ksi Width :15 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :48 in pX :113 in Concrete Yc :3.5 ksi Reber CL :6 in Height :.25 in pZ :113 in Loads P (k) Vx (k) Vzsk) Mx (k -ft) Mz (k = ftM Overburdenksp I . DL 17.8 y r LL L 207.55 1 0 i WL I -- � 28.31 849A 1 ^ j (Reverse WL) +P +vx +Vz +Mx 1 +Mz +Over yy •...+aS'i.A ,Its. MR a..'EL::ulau fie ;c� , A D D C 6 A A q Service Combinatir Results Description Load Sets Allowable (psf) Max Bearing (psf) OTMSF X-X OTMSF Z - -Z [DL +I DL +LL — # 3000 I 1582.75 (A) ' NA NA I I DL +LL +WL DL +LL +L ! _ 3999 2890.43 j8) 3.631 NA Di +LL +WL ` W ! DL +LL -WL 3999 _ ' I 2890.43 (A) 3.631 _ NA ,� I DL *LL +EL OL +LL +EL 1 3999 1582.75 ( A ) NA NA I DL +LL }EL DL +Lt_ -EL y ' 3999 l 1'582.7'' (A NA NA _ A 8 A B A B A B A 8 D C D C 0 C D C 0 C DL +LL DL +Ll. +•WL DL +LL -WL OL +LL +EL DL +LL -EL OA: 1582.75 psf QA: 275.068 psf QA: 2890.43 psf QA: 1682.75 psf QA: 1 582.75 psf QB_ 1582.75 psf QB: 2890.43 psf QB: 275.066 psf QB: 1582.75 psf QB: 1582.75 psf QC: 1 582.75 psf QC: 289043 psf QC: 275.066 psi QC: 1582.75 psf QC: 1582.75 psf QD: 1582.75 psf QD: 275.066 psf QD: 2890.43 psf QD: 1582.75 psf QD: 1582.75 psf RISAFoot Version 1.03 [C:\Program Files\RISA FOOTINGS\BECK- EVCO- 03069.rft1 Page 1 FROM : BA.JER ENGINEERING CO PHONE NO. : 920 887 0221 Jul. 25 2003 03: 22PM P2 03B69 SILO BASE EVCO PLASTICS/ OSHKOSH, WI 'ea JJIV. Ar. LA DJ 2.792 ft or l2 DJAth. Service Soli Bearing ,, A i 1 , B Maximum Bearing 289043 paf DL +LL +WL a ''a Max/Allowable Ratio .723 (ABIF = 1.333) -w-x y z a .. p�,r 0 2 w 2880.43 psf 4' ' �� Sri r s ?, ' N , ; ' H F-- x N , ° o 2 psf A v q t v . p 0 C t y , ."4"t',4-i.. 4 ^ t w 7. Kt " Flexure Design or . a . ; ,,,, ! ` 111z ... Maximum MuXX /f 362.983 k-ft ACI 9.3(W) A N & D --- i C/1\ X Maximum MuZZ /0 161.881 k -ft ACI 9.1 lk , 15 ft Z /� urrrrre ■r■ I 9 Jh k, r::::: e / e o. .� wweeareerONIN E4 • �.�.ar a,ar�MMrer■■ ( X Dir. Steel: 15.552 in 2 (m s '' , s ''','7. • Z ■OOreurrrr■ F ■•uur•rrrw •t ilMrrrrrrrer■ Z Dir. Steel: 15.552 in (min) co -: DI ••••••••....1c e ` 7v$ A ' r"`' ' Y Maximum Shear Check Ratios (Vu /fd Vc) Allowable Soil Beating :3000 psf Two Way (Punching) Shear NA Concrete Weight :145 pcf One Way Shear, X dlr. cut .003 ACi 9.3 (W) Concrete f c :3.5 ksi One Way Shear, Z dir. cut 0 ACI 9.1 Steel fy : 80 ksi Overturning Moment Safety Factors (OTM SF) OTM SF About X X Axis 3.831 DL +LL +WL OTM SF About Z Z Axis NA DL+LL Concrete Bearing (For Vertical Loads Only!) Maximum Bu /gr 801.186 k ACI 9.1 Allowable Bc 60511.5 k - Loads DL 17.8 Vx_k) � Vz (k) Mx (lc-ft) Mz (k -ft) Overburden (pap LL 207.55 _ WL 1 28.31 — I 849.4 (Reverse WL) +P +Vx +Vz +Mx +Mz +Over A D D C B A A D Gv,./Gre° ~" 3 5c 0 P5 t � 4v. 4 tg. co o a i 5Z AI 29 La,) m L� 08/05/03 13:10 11920 231 7451 EVCO OSHKOSH i1001/002 EVCO PLASTICS 450 RIPPLE AVE OSHKOSH, WI 54902 (920) 23 -EVCO FACSIMILE TRANSMITTAL SHEET TO FROM: � COMPANY: DATE: FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: FAX NUMBER. (920) 230 -7451 RE: TELEPHONE NUMBER: (920) 230 -EVCO D URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES /COMMENTS: THANK YOUI __08/05/03 13:10 0920 231 7451 EVCO OSHKOSH,_ _ _ _ 002/002 1 0,0111/414, i • Wisconsin Department of Transportation ' % MH Division of Transportation Infrastructure Devebpment 25 July 2003 Bureau of Aeronautics 4802 Sheboygan Avenue - Room 701 PO Box 7914 Mr Edwin Nesbit Madison WI 53707 -7914 EVCO Plastics Telephone 608.267.5018 450 Ripple Avenue FAX aoe-267.6745 OSHKOSH WI 54902 DOT Web Site .. dot.wiaconsin.gov E-mail . .. gary.dikkers®dot.state.wl_us Reference: FAA Aeronautical Study 03 -ACL- 3965 -0E (03/607) Dear Mr Nesbit: The Federal Aviation Administration (FAA) has notified us of your planned 71' above ground level (AGL) silo at 43' 58' 01.80" N and 088° 32' 55.42" W east of the Wittman Regional Airport (OSH) at Oshkosh, WI. This letter is to advise you the tower will be within three miles of the airport and in the area of the height - limitation zoning ordinance (H120) protecting navigable airspace around OSH. At your site, the HLZO permits structures no greater than 925' above mean sea level (AMSL). • At 862' AMSL your silo will comply the HLZO. However, compliance with the HLZO does not relieve you of other Winnebago County permitting requirements. We recommend you contact Mr Robert Braun of the Winnebago Countyzoning office, at 92 0 . 236.4844, if you have any questions about other permitting requirements. If you have any questions, please call me at 6 08 . 267.5018. Sincerely, Gary L. Dikkers Airspace Manager Cbdicatropeopie refuting trarp tion 9hrrovastir and eY .q.a✓=ice I 1 W ti �: -; I I � o ;-, o 2 M 2 O `� Ce • O Q 0 2 K I 1 I W m W r V 0 �2 s. 0 O ` J y Q < QI I , 411 2 I 1 Y 1 el = a 1!: e m N / O o I w � it is Ci • o i � :0 '1:1: I i ll - - Il x I c z� a3 �l I . gyp £'sLl nn OSI Q4 f ig g 0 I CI it" I I 0 ,£•S ,....,, tO • Ct r I � E'lI ,,, M ° I a. at N ! I i ?o z S �I WS 0 roz U Ny e f � I I z ■ o saa �' I ti I V ¢ 2� n 1 @ � 0 I , 11' I 0 2 m in W 7 'J O <:?,, Q to 4, '1 i 373 73 j � w 1 E,, `� ' I% v . J ° m m // I I U(Jj � 7. � :::.4. i JI O Lu Q��o fl I m I frj 00 N L.0 L , I Z" Q ^U Z 2, ol °3 CO 'C Ci Co _ erg k I t i o I i I Building Permit Work Card Job Address 450 W RIPPLE AVE Permit Number 0103332 Create Date 8/5/03 Owner EVCO PLASTICS Contractor OWNER Category 290 - Miscellaneous (Structures other than buildings) Type 0 Building 0 Sign 0 Canopy 0 Fence 0 Raze Plan Zoning Class of Const: Size Value $135,750.00 Unfinished /Basement 0 Sq. Finished /Living 0 Sq. Ft. Garage 0 Sq. Ft. Ft. Rooms 0 Bedrooms 0 Baths 0 ❑ Projection Stories 1 Height 71 Ft. Canopies 0 Signs 0 Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other O Concrete Block 0 Post 0 Treated Wood 4' deep, 30'x30' pad Occupany Permit Not Required Flood Plain Height Permit Required Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature Factory/ Install foundation and 4 - 71' tall silos." County height approval to be forwarded to this office. of Work HVAC Contr Plumbing Contr Electric Contr Inspections: Date 8/6/03 • Type Footings Inspector Allyn Dannhoff no time • Date/Time requested: 8/5/03 12:50 PM Notice Type: Phone Number: Access: Ready Date /Time: 8/5/03 12:50 PM Requested By: Ed Nesbitt 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Date 11/3/03 Type Final Inspector Allyn Dannhoff approved Request Line. Project is done. Bldg OK. Insp. is on the foundation for the silos. Date/Time requested: 10/31/03 02:38 PM Notice Type: Phone Number: Access: Ready Date /Time: 10/31/03 02:38 PM Requested By: Evco Plastics -Edwin Nesbit 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid