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Home My WebLink About2006- Building (sign) e, OSHKOSH ON THE WATER Job Address 2550 S WASHBURN ST CITY OF OSHKOSH No 117881 BUILDING PERMIT - APPLICATION AND RECORD Owner RK RENTAL PROPERTIES llC Create Date 01/16/2006 Designer Contractor APPLETON SIGN COMPANY INC Category 254 - Signs Plan Type 0 Building . Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement ------.2 Sq. Ft. Rooms Finished/Living ------.2 Sq. Ft. Bedrooms Garage ------.2 Sq. Ft. Baths Height 0 Ft. D Projection I Canopies Stories Signs 0 Foundation 0 Poured Concrete 0 Floating Slab 0 Concrete Block 0 Post . Pier 0 Treated Wood 0 Other Occupancy Permit Not Required Flood Plain Height Permit Park Dedication # Dwelling Units ---.J1 # Structures ---.J1 :::~~~:ure ~:8m;l/ Modification to previously issed Sign Pennit. Monument style sign will now be a pylon sign, 14' mil, same size sign cabinet (appro HVAC Contractor Plumbing Contractor Fees: Valuation $1.00 Plan Approval $0.00 Permit Fee Paid $20.00 Park Dedication $0.00 Issued By: Date 01/16/2006 Final/O.P. 00/00/0000 D Permit Voided I Parcelld # 1329430101 In the perfonnance of this work I agree to perfonn 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 perfonn the work described in this pennit application within an easeme t, the City strongly urges the permit applicant to conmct the easement holder(s) and to secure an~ e sary ap ro bore s g such activity. Signature Date /-- I~Ô" Address 2400 HOllY RD NEENAH WI 54956 - 1012 Telephone Number 920-734-1601 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 ~ntry), 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. ~~ 0 l> - g¡, ~.. :;j ~"' ~ ~ "" " ~ ;; :I! .. , "' ,:: ~ " '" -... u æ: ¡;¡ ë;¡ 1; '6- go .. ~ !! ~ .~ ~ id. jjj <3,j¡.!':¡ ~ ; ~ ¡I ï ;" Iii Hi 0, ¡ H- !; f Hi ..1 'n h¡ ~, , Hi H. h; ¡, ¡ >- ~ :;¡! t2 c I:!:! ~ ~ ~ ~ ~ ~ ê ::j æ: ffi ;¡¡ ¡:: 9 ~ := ~¡;: [¡1 ¡. ¡¡ ~a ~~:1' ",,0 ~ ~ ~ ~~ ~~9 .,¡;; ~ ~ 1> 12:;; - OJ'" ;¡:;;! '" ~ § '" ~ ~ ~ ,.~ iL ~~ ~! 2;;¡~~~3¡¡; ~i 13:E5ffii'§~~ ~t;¡c i=~i~li;.~li ~fJ!5 ~~~~ :ESš ~;>¡" ~] ~ ~ ~f ~ ~i ¡,¡ ,. i~ I- it! '" W s g r= ..J ~ to- ~ ~5 ::J !ì: ¡¡¡ ~I 0 ~ ;s !£ i ~ w c ¡,¡ '" ...J ~ 0' ð .....æ '> 8 0 +) - m 1++1 WI"l 1+--+1 {1VJAJU't"~ 113M "ZI t+---+I I1JNI8V31 ,,91 I1JNI8V31"g',v 113NVUVJ13UJDNfli ,,0' ,g VlVDI .Z' ,vi --_u- ~~ ~ ~ g~ .g ~ ~o n .g~ :n §S' t ~ .. ~~ ¡; fit 1 ~;; " .. 0 ~ ¡H a "" 0 ¡:: ~ ,.. ¡:!¡;j¡o ~~~ =,",E 52..ð '" ~ ~~ ~j '¡;; = £If NN -N Q~ ;¡;¡ !~ ; .¡¡¡~ . ~õ z~ .,,¡ ~~ ~¥ ~~ DISCLAIMER Th" m""""h".",,U, """,'m., 00' , ,"my'" " h oo""~'" ,. h. mol MOO', Th"""".",.,="""..."".""."" """.'m"""'Q"""~',"'.'y",,"ty ,""..",mm,""'h""",m,ff~tl., 'h"".,h'~""""h",01'",,'~'" "'Pm"..., Th.C"y,""hkmh',.,,~ ",""h"'m"Y'",~.""mh",'.".""", If~""'~."""'"'~"""'m""tth, C"y,""h"mh, ~ OJ!!.~JH City of Oshkosh Community Development 25508. Washburn 81. 25 0 25 50 Feet ---- 10-17-2005 Scale: 1" = 100' S""" CUyofOshk"h GIS 1/1112006 1:48PM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: Pommerening Automotive Descript: Pylon Sign Ref: Uniform Building Code 1994 (Sec, 1806.7) # Footings= Pass lat soil res, q= psf Moment/Footing, M= 73,371 Composite Centroid, h= 24,00 Equiv Concentrated Load, P= M/h= 3,057 Ib-ft ft Ib 1 200 Rectangular Pier Width, W= Length, L= Depth, D= (A/2)(1+ SQR(1 + (4,36h)/A»= 8,0 14,0 4.7 S1= (2)(q)(DI3)= ,b= Sqrt(W^2 + L^2)= A= (2.34)(P) / (S1 )(b)= 618 16,1 0.7 ft, parallel to sign face ft, perpendicular to sign face ft psf ft Round Caisson Diameter, b= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A»= 3,00 8,56 S1= (q)(2)(D/3)= 1,130 A= (2,34 P)/(S1)(b)= 2,11 ft, round augered hole ft psf Foundation Bearing Check Allowable Bearing Pressure= 1,330 Square Sign Wt= Ib Base Wt= 79,099 II) Area= 112,0 sqft q max= 706 psf, soil OK, with depth increase psf, 1994 UBC table 18-1-A, at grade Round Sign Wt= 500 Ib Base Wt= 9,074 Ib Area= 7,1 sqft q max= 1,354 psf,soil OK, with depth increase Concrete Volume Outside Width of Column= 10,75 in Depth of Column in Footing= 8 ft Volume of Concrete per Footing= 1,8 cubic yards (+-) Total Order Volume of Concrete= 1,8 cubic yards (+-)