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Home My WebLink About0038401-Building (tJ' CITY OF OSHKOSH N2 PERMIT - APPLICATION AND RECORD !lQ 38401 ~P_E: - _~L~~k~(~T~_~- ~~E~_~- ~~B~_~- ~I~~ -~ _~O_N~N_G_~- _F~~~D_~~I~~- ~~I~~T~ Q~ ~D To\-5b >Þ\.) LAc ~Ñ::> PLAN NO'ß;?- od3 ~,r¿ 'T é'KO\'llt ~\Yì~-cy ADDRESS OWNER DESIGNER USE/NATURE OF WORK ~~" 1\)tW 5lDbLE ~M\L') \--bM.E, , ATí-K-~ . BUILDING CONTRACTOR 'S-f.G\5ß ~CCl~ Size ~ Sq. '1::C~ # Rooms # Stor~ Foundation L"- Class of Const. .6 /ì ~I ~ Height-> Occupancy Permit ~. HEATING CONTRACTOR V/IL fÎ9r (dq 0=) Heat 0 AlC 0 Vent D Fuel/System Heat Loss BTU'S ELECTRIC CONTRACTOR (!U/V//YJ/N6S {1/1 éX;D} Electric Servo New 0 Change 0 Temp 0 Type - Volts - Amps- Fixtures Switches Receptacles Circuits PLUMBING CONTRACTOR £D tf{m:::rr¡¿E (/~ro6) _BT _WH _Disp _WSoft - CBasin _Lav _Sh _DW _DF - San. Sewer _WC _FDr _SP _Ur - Storm Sewer _Sink _LTub _Eject _SS _Water Other / ? :s;;< ()CD c:!2 <36 0 q;; j ::E:~::~atio~: j:¡;;¡j~ Permit Fee Paid D:te :31.. h-~ ~ 1Wm~/:e:.ication $ work pursuant to rules governing the described construction. ~!f.qc¡ DATE 7rßl69[)o TELEPHONE # . (:stc.~ c.o~<::-\\a~ DATE NAME:1=RömE 'L:::EN\"?-sÐ) ADDRESS LOT\..o-r\¡Þ-.R\.\ LI\I<I:õ'1<€<;, ?\ß...Tj BLOCK SUeDIV. 'YAR-tÐ.. ~ 1'-\- iS4Q ZONE STREET NO. ;)?t.jQ r:-oNcL d.,; /....'- ¡eeL. LOT DIMENS IONS SIDEWALK EXISTING YES D NO ~ 'ZBJCN !'IARD BUILDING GRADE ELEVATIONS STAKES ~to.'9 ¡j.f!Ll i}.!" a~~ SET AT SITE ,19 8Y FEE: $15.00 I, the unders i gned, owner or agent or the 30ove descr ¡bed proper'f'{ 3gree TO have the grade estabi ¡shed before excavation hás commenced. " - OûCi9<i3 WISconSIn Depactment of Industry. Labor and Human Relations Safety and Buildings Division P.O. Box 7969 MadISon. WI 53707 Wisconsin Statutes 101.63. 101.73 -00. - 0-;(3 3jC¡Lj'R WISCONSIN UNIFORM BUILDING PERMIT APPLICATION (See instructions on back of pink copy) ~ Erosion Appl"at<on No. ~<2 '10 I Parcel No. x 0 Other: Telephone No. (include area code) w S .It 1/4. 1/4, Section Lot No. N, R E (or) W Block No. \ Right It 0 Other Name Total $ ~. œ;> /4 éJ[;CO Date Cert. No. SBD-5823 (R. 07/92) WHITE -Issuing Jurisdiction S1o,CCD -<r?,ccO f-:ç-:;;z, ~ YELLOW-DILHR GREEN" Inspector PINK :Owner/Agent$:~ ZONING/LAND USE COMPLIANCE CHECKLIST JOB LOCATION, 25rIO ~-:;;¡: ~ ZONING ~; PROPERTY OWNERICONTRACTO. R: ~ J. 1!;1.ý /'.¡hol M' . . ( / . CONSTRUCTION DATA: ~ New Construction Addition Alteration TYPE OF CONSTRUCTION: (Le, fence, pool, parking lot, sign, etc.) cl~ COMPLIANCE CHECKLIST DEFICIENT Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard - Side Yards ---'- Building Area - Parking Standards - Off-Street Loading Standards - Vision Clearance - Transitional Yard Standards Landscape Standards - Height - Conditions of Approval - Compliance with P,C, or BZA Conditions of Approval Signage Standards - Drainage Plan COMMENTS þ<rf7l-<J /J'.l ~() It:-hN/ ~ ç..J/,(¿!jtcIc" dcf ~. 7/06 sr=- ç~. REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. Variance(s) Required REVIEWED ~77 ~PPROVED Plan Commission Action Required DENIED DATE (~jqr / D OCCUPANCY INSPECTED ADDRESS OWNERS NAME ADDRESS CODE ENFORCEMENT DIVISION DEPART11ENT OF COMMUNITY DEVELOPMENT CITY OF OSHKOSH, WISCONSIN VIOLATION/CORRECTION NOTICE DATE INSPECTED 9/1/91 /l/SFR c¡ 0 C/(¡MSOA,J UJ, DEMpq~ack'M~ L¡.j, LEn o~ ";:;t -:e- . NOTICE DELIVERED/EXPLAINED TO: ITEM IF ORDER I.) Q~) \~R "4.\.c1? 1-.) cc: FINDINGS OF INSPECTION I ~S"N.J... tÑ.Gß S\'FF~~ A "\ /' :$D\ >.'T ¡.\ A. ~1ë'"> f'e> ~~ I ~ ~ ï:S: \ (V\ FRo fí~~<;.~ ^, ,N.L \~S~~~-à::. Vf!:.'¿TlCAL( ¡JpíZ.\"tO~Al.S~~e.s. s;..,U{ f'$. cc.c...\J~ A\ Sem,> I 1)~ c.Elu;.JG,S! CN~ wI:?> s~ I"'~ ?L~\)JOCD ~\ ì1(\~ .f';:\ S'T\Ff"~¡gt.. l N O\1ERS ,~--<t) $" UJ, Q..cflJ'~~ o'F \!'::. -t 'h..oo l't. Lt,) 11..1\11. 21. No f'~ (\~>ULAílo~ I ,\.J C.A, ~ €"K.ì RJ..:\ Ç. . f-\..\... FDM~ í'R.~~~ (\IìlJ<¡,.<::j' ~ (.t:,\)~ WI \1{ Þ. M" w- If(. v.;; \-\\ c.. \.!.. HA~ A \5 jVlIU'>;)-n;;, MINIM\JM F\I..)Is..t-I RAj1~6. DEFICIENCIES MUST BE CORRECTED AND APPROVED BEFORE CONCEALMENT. CALL (414) 236-5050 FOR INSPECTION. ,( COMPLIANCE DATE: <p~JC)¡\'J> \~~L- . '" ..1' CITY OF OSHKOSH, CODE ENFORCEMENT DIVISION 215 CHURCH AVENUE, OSHKOSH, WISCONSIN 54901 (t) °LftQ[H OCCUPANCY INSPECTED page 1 CORRECTION NOTICE DATE INSPECTED 1-17-1995 ADDRESS 90 Crimson Lane Residence OWNERS NAME AND ADDRESS Jerome and Leona Dem se 90 Crimson Lane Oshkosh. WI 54901 NOTICE DELIVERED/EXPLAINED TO: Jacob Construction 422 Old Paltzer Court Appleton. WI 54915 ITEM # ORDER FINDINGS OF INSPECTION 4. ) 5. ) Furnish verification that the glass installed in the door and sidelights is safety glass. Provide handrail on open side of the ramp which leads into the garage. Handrail to be located 30 to 34 inches above the ramps surface. Provide guardrail on the west side exterior landing. Guardrail shall be 36 inches minimum height, and shall have intermediate rails which prevent the passage of a sphere with a diameter larger than 6 inches. Complete the installation of the smoke detectors on each floor level. The guardrail and handrail on the open side of the stairway to the second floor must be able to withstand a 200 pound load applied in any direction.~Also, an additional handrail shall be provided on the side of the winder ~teps where the tread is widest .O.{"- e.e.. ¿(AØ¡<JIVe£ OM U{¡¿- Deficiencies must be corrected and approved before concealment. Call 236-5051 to arrange for a final inspection. COMPLIANCE DATE: 2-20 1995 INSPECTOR: Ken Staehler -- :,'.- ,,-' TEM# ORDER 6.) ~4 -L/ !~ 7~ 21.04(2) 8. ) 9. ) 21.22 * page 2 FINDINGS OF INSPECTION All stairways must have uniform riser height and tread depth. No riser may exceed 8 inches in height. No tread may be less than 9 inches wide, measured horizontally from nosing to nosing. The basement stairway does not meet this requirement. The required handrail must serve the full length of the basement stairway. Furnish verification from the I-Joist manufacturer that the joist hangers used do not require additional web stiffeners where the sides of the hanger do not laterally support the TJI joist top flange. This issue was brought up during our framing inspections. The following are recommendations, not requirements of the UDC: A.) Install a 20 minute rated door and frame assembly on the elevator equipment room. B.) Install drywall on the storage area wall under the basement stairway which is open to the elevator equipment room. c.) Install closer on the door to the elevator equipment room, in conjunction with the lock which is already installed; or install some other form of protection for the occupants from the exposed moving parts which potentially could cause ser~ous ~nJury. All above items must be corrected, and final inspection called for within 30 days of this notice in order to secure the certificate of occupancy. Please call 236-5051 if you have any further questions in this matter. Deficiencies must be corrected and approved before concealment. Call 36-5051 to arrange for a final inspection. COMPLIANCE DATE: 2-20-1995 INSPECTOR: Ken Staehler etW~ ENGINEERING, INC. 539 NORTH MAOISON STREET, P.O. BOX 111, CHILTON. WISCONSIN 53014-0111 (414) 849-7708 1800) 472-5313 FAX 1414) 849-7709 April 05, 1994 APR 6 1994- OF DEVELOPMENT Mr. Bruce Roskam Ci ty of Oshkosh 215 Church Avenue Oshkosh, WI 54903 Re: Survey of Dempsey Property, Town of Algorna, Winnebago County Dear Bruoe; Transmitted herewith is two (2) copies of the above K-120. If you have any questions or comments, please give me a call. Sincerely, AERp-METRIC ENGINEERING, INC. d:L~ (~~~~- Lawrence C. Kriescher (4 Registered Land Surveyor LCK/slk Enclosures APR 1 3 1994 Jerry & Leona Dempsey Melody Lane Oshkosh, WI. 54901 FLOOD PROORNG OF FOUNDA nON: As consultant for Maher Architectural Systems, I have made the following provisions on the above property, to provide adequate protection from flood waters in the event they occur. Basis for regional flood elevation is 749 feet. 1. Exterior footing and foundation wall is protected externally by 3 feet of gravel fill rising two feet above regional 100 year flood elevation. The foundation wall is protected by I 1/2" rigid insulation on a minimum 6 mil V.B. The foundation wall itself is structurally reinforced with two horizontal rows of #4's, two feet on center and #4's vertically four feet on center. The footing is structurally reinforced with four #4 rebar -4 inches on center and tied to the foundation with hooked #4 rebar, four inches on center to provide structural integrity and prevent flotation and lateral movement. 2. The basement slab is placed at 749.4' elevation and is structurally reinforced with 4x4- lOxia WWM. It is prevented from floating by one foot of compacted gravel placed between the existing grade and the slab bottom. 3. Rood water penetration is prevented by the use of water stop at all slab I foundation joints. In addition, the slab itself is water proofed by the use of 2ea 4 mil vapor barriers. 4. Drainage tiles in gravel beds surrounding the foundation are drained to a sump and ,while not crucial to flood protection, will add protection by relieving soil pressure and reducing uplift. 5. The house is placed on the property so as to offer unimpeded flow of flood waters around the site to Lake Winnebago. 6. The site is graded as to provide maximum runoff of both rain and receding flood waters. 7. All interior crawl spaces and floors have bases that are a minimum of two or more feet above regional flood elevations. ~ NSF- 7T- 6}:/1J //6'ð:F onsists of . ZONE MASON. CONTRACTOR Width of lot----- ./ ..... 0 .... q..¡ 0 s: ",. C. II> Q \ .... 1- Front of lot ~ INSPECTIONS REI'1ARKS §fi!ilÆ FrJJ. -7 AJa./Ø2 Ch:L£:tJ R:R- ;::éXøA'6S. Rd~k.Cd( O'F- M> - ~ I. <e.£ """"""'v~ - e / +- MAILING ADDRESS '. 'OWNER J 820M E 7::£/Vl~ ADDRESS qo OClfl,1SoN [;./ . ',hATE - 3lfOlql( PERMIT # 2ND; USE /J5F - 1'tr'7- ~((. ::IK..DJ?;, CQ:)~- Woyk consists of GENERAL CONTRACTOR -ZONE MASON CONTRACTOR Width of lot----- Front of lot I ... 0 .-4 '" 0 ¡:; ... a. /II Q I \ - , MSU¡' û\ \ \ 1 ~ \\ ~ ~ \ð" ";:¡ ~ i ~ i~~ ~R T~~V4 .~ .sho\q,1.{ . PERMIT # 5~l\Ol ~r.Œß ~í\<-' GENERAL CONTRACTOR ADDRESS C¡û Cßf/lf5D-U USE fU5f'" - Aff. G?Yfè>- ¿IV. Wo"J:k consists of MASON. CONTRACTOR Width of lot----- \ .1 ~ 0 ~ ow 0 .c "'" a. CD Q Front of lot ('J' if j 3 & ~ lftL 2~ ~ <...> H .-- jQL -:¡:.. ) ~'o/t r-' e~ ~ ~ B ~ "t 9 ~ INv' l ~ -\~~è~ ~'J:3~ :t ~ (l ~ ¡. ~.' ~'~.' .~. l.r ~ ~ ~ .' ~ ~11 ~.~ . ~~~~ lA>';vJ~ tf) )"Th Q' c( 6~ ~cl\~ 3V)~ ú( '!J 8'~ a 3 . ~ ) ~ 3 v ~~ ~ ~ 6. ~.. '. ~ r~. ~ ~ .~ ~a- ~~ß~:1 íw:. ~~.!: -.Jw '!.~Cb,\J\ \J\~ ~,J ~ 'j ~ ~ ¿z£\'- z'^l @ ~ Q~ -- _H_- _U / , " ,/ / ~~- - - -~- - - ---- -- ----~U ~-- , \ \ ~- -'- -- """ ,~,- ,~- / -- ,- ~-~-- ---- ---- .- -- - , ,~ - -, -- , -, -- u- U- ~ - - -- ~ -- -- --- -- ~~---- -- --- --- \ - ~-- - -~ -- -, - - - --- ~~-- - --~ ------~ -- -------~-- ~- -- --- -- - " \-. Q \,J)