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Home My WebLink AboutInspection Results Cover , ~ ~ , \u ~ V) ~ l 1 , \ \l ;:::t \ \ \ ~ ,\ \ , ~ , , 'v> ~ \ \ \\ ') ~" Q,: , ,~ J. g ~ ~ Cf t1. .~ ro "(\J 3 ~ <l J cQ q ~ Q, ~. ~ If) J) -- (jJ ~ '-.) ~ -:) ~ 6 ~, N JU ~ .c4. t< \" () ~ \ , .. V V) \L 0 ~ V) B is W 0 ~ \D ~ -- 0 a. ....s ~ :r- I N\ ".~ - - - (>0 0 " , j \ H I 0 C) :r ~ ~ < , ~ City of Oshkosh Inspection Services Division 215 Church Avenue, PO Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 JOB LOCATION: Iv~ ~mtX ~v-.>\J~ tN'bFR ~ CORRECTION NOTICE / FIELD INSPECTION REPORT CONTRACTOR: PROJECT TO BE INSPECTED: BUILDING: HVAC: ELECTRIC: PLUMBING: EROSIO"l CONTROL: PROPERTY MAINT.: F Doting Rough Rough Rough Tracking Setback Park. Foundation Funlace Service Test On Silt Fence --- Unlicensed Veh_ Rough AlC Temp_Perm Underfloor___ Stone Access Garbage Insulation ----- Fireplace UG - OH SewerfWater Straw Bales Dilapidated bId's, fences, Re-insp. Re-insp. Re-insp.___ Re-insp.__ Re-insp. etc. Final Final Final Final - Final Ex!. Maint. -z.., ttJ(., tIo-ns- - II (t"fbR ~RI ~ us- 10 L 0\.0\'::R '-~~ ~ Ct.,lV~ VIOLA nONS MUST BE CORRECTED AND APPROVED WITHIN 30 DAYS UNLESS OTHERWISE NOTED. CALL FOR RE-INSPECTIONS PRIOR TO CONCEALMENT AND/OR OCCUPANCY. WHEN CORRECTIONS ARE COMPLETED THE OWNEIVtONTRACTOR:ISREQtTIR:ED TO StCN &DATETfrtS NOTICE AND RETURN IT TO THE INSPECTION DIVISION WHEN REQUESTING ARE-INSPECTION. COMPLIANCE DATE: ON TAKEN: o Mailed/Faxed Signed r:;-12--o0 Date of Inspection 25G--SDs-/ Phone # _.-/ ,/ ~ CORRECTION NOTICE / FIELD INSPECTION REPORT. l\)a-'\D MAe-~ ~~ ~ ~ City of Oshkosh Inspection Services Division 215 Church Avenue, PO Box 1 130 Oshkosh, VVI54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 JOB LOCATION: CONTRACTOR: PROJECT TO BE INSPECTED: BUILDING: ~'-- l.--~VAC: /(/ {>f?S ELECT~ ~ PLUMBING: EROSION CONTROL: PROPERTY MAlNT.: Footing ./ Rough Rough Rough Tracking Setback Park. Founda7 Furuace Service Test On Silt Fence --- Unlicensed Veh_ Rough NC Temp_Peru! Underfloor Stone Access Garbage Insulation Fireplace UG - OH Sewer/Water Straw Bales Dilapidated bid's, fences, Re-insp. Re-insp. Re-insp.___ Re-insp. Re-insp. etc. Final Final Final Final Final Ex!. Main!. =?~\~ PIT- .lrK 05:..\ L...J t0lr- ~=::,~ Ft52- "b~S-~f'\~"-- ~\-t,~ 'n\"'L.- ~ L~ \:V ~ H"t:::t- A-L... b~.:z..S. ~ M. \ t.Jb:J IJI'\ tk., ~~S ~~s. ~ LJS~ '", U"\-~~ n~ ~ 1A-j.,~t;D ,0 &;L -::r-O~u:.... VIOLA TIONS MUST BE CORRECTED AND APPROVED VVITHIN 30 DAYS UNLESS OTHERVVISE NOTED. CALL FOR RE-INSPECTIONS f'RIOR TO CONCEALMENT AND/OR OCCUPANCY. WHEN CORRECTIONS ARE COMPLETED THE OWNER/CONTRACTOR IS REQUIRED TO SIGN & DATE THIS NOTICE AND RETURN IT TO THE INSPECTION DIVISION WHEN REQUESTING ARE-INSPECTION. COMPLIANCE DATE: ~~ ---r-t> I r0"t>~ AC N: Not Approved! Insp. Report left on site 0 Not Approved! Insp. Report given to ~llW-tt~ o Mailed/Faxed Inspection Services Division (p{, ICJCJ 23.lo. ~\.{> Phone # Signed Date of Inspection I hereby certify that the violations at the above address have been corrected. ~ CORRECTION NOTICE / FIELD INSPECTION REPORT )DZ-f ~ ~~ JOB LOCATION: ~ City of Oshkosh Inspection Services Division 215 Church Avenue, PO Box 1130 Oshkosh, VVI54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 CONTRACTOR: PROJECT TO BE INSPECTED: BUILDING: HVAC: ELECTRIC: PLUMBING: EROSIO:-J CONTROL: PROPERTY MAINT.: Footing Rough Rough Rough Tracking Setback Park. Foundation Furnace Service Test On Silt Fence Unlicensed Veh_ Rough NC Temp_ Penn Undertloor Stone Access Garbage Insulation Fireplace UG OH SewerIWater Straw Bales Dilapidated bId's, fences, Re-insp. Re-insp. Re-insp.___ Re-insp. Re-insp. etc. Final Final Final Final Final Ext. Main!. . ,COnE 2.. r/~ ,~ ." ..... INSPECTION RESULTS /'"", 5' "tV..:::.... _ /' .p~. " .t/ ., / L._h ,.. t. n ':""Qf" //z I , n.,,- . . . -,-- ;/ :.;:.... A Ii:, hlC('e ( to ~ '. ,'..... ....> ~7'....,..-Y' /) , J ~"M'-/ :, ... Au.u? /j,,'31-- C~Cj ~ "1.- ':51 ~ ;?~ ~.5 ' VIOLA nONS MUST BE CORRECTED AND APPROVED VVITHIN 30 DAYS UNLESS OTHERVVISE NOTED. CALL FOR RE-INSPECTIONS PRIOR TO CONCEALMENT AND/OR OCCUPANCY. WHEN CORRECTIONS ARE COMPLETED THE OWNER/CONTRACTOR IS REOUlRED TO SIGN & DATE THIS NOTICE AND RETURN IT TO THE INSPECTION DIVISION WHEN REOUESTING ARE-INSPECTION. COMPLIANCE DATE: ACTION TAKEN: o Not Approved! Insp. Report given to Signed Inspection Services Division Date ofInspection Phone # Building Permit Work Card Job Address 1028 MACARTHUR RD Permit Number 0000000 Create Date 03/27/2000 Owner PAUL JACQUES Contractor CROWNER CONST 8/03/00 Category 110 - New Single Family Type . Building Zoning ~ o Sign o Canopy o Fence o Raze Plan C8-031-0300R Class of Const: 8 Size 37'x61' Value $94,915.00 Unfinished/Basement ~ Sq. Finished/Living 2368 Sq. Ft. Ft. Rooms 7 Bedrooms 3 Baths 2 Garage ~ Sq. Ft. D Projection I Stories Bi-Ievel Foundation Poured Concrete Concrete Block Height ~ Ft. o Floating Slab o Post Canopies Signs o Pier 0 Other o Treated Wood Occupany Permit Required Flood Plain No Height Permit Required Park Dedication Not Required # Dwelling Units # Structures Use/Nature NSFRI New single family w/ attached garage, driveway, deck. of Work HVAC Contr STEINBRUNER HTG. & CLG. Electric Contr CUMINGS ELECTRIC Plumbing Contr JIM'S PLUMBING Inspections: Date U Approved Type Inspector 03-28-2000 12:00PM FROM 920 231 3280 TO 2355084 To: Brian Noe From : Crowner Construction 4553 Cty. Rd. E. Oshkoeh1 Wi. 54904 Phone 231-2094 231-3280 Fax Number of Pages: 2 Note: Here this the information you requested about front bearing load support for the dining room window. '., "', P.0l 03-28-2000 12:01PM f)~~~O"w~ TJ-Beam'" v$,4$ $eflal Number: 7??oo11752 SEAMUSA 1111 3IZ11OO 217:51 PM Pego' of t Bultd Code: 124 ' THIS PRODUCT MEETS OR ExceeDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ovenal! OImensfon . 11"" 0_ [-_._...."..~._.-_._----"----~---_.--~--.---T--] [1'} , . M_. _...-- '1riJ-'-- I ' , l.----,,~...--_..--.-.16' 6"-......-...--.----.-.--"..;, 2' Product DIagram I. Conceptual. FROM 920 231 3280 TO 2355084 JOIST ONDER SHOULDER STVLJ~ vt" t-KUN I VVINUVYV P.02 2 Pes of 1.75" x 9.5" 1.9E Mlcrollam@ lVL LOADS.; AnalysIs for Hellder Member Supporting FLOOR - RES. Application. Tributary lod WIdth: l' loads(psl): 40 Live at 100% dunll1lon. 12 Dead, ~ Partition. and: ' TYPE CLASS LIVE OEAD; LOCATION Af)PLlCATION COMMENT Uniform(plf) Snow(1.15) 2137 1312 ! is' .5" to 18'S' Addsto SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/bEAD/TOTAL 1 2xe Platu S.SO' 4.25- Left Feel! 332 197 I 429 2 2116 Plate 5.50" 5.5" Right Fltfe 151'7 1896/2413 - See Trus Joist SPECIFIER'S I BUILOER'S GUIDES for delall(s): 143. E1. DETAIL OTHER Detail A3 1.25' LSL Rim Detail e 1 T J1f) Blocking Pinel DESIGN CON'tROlS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Sheer(lb) 1717 1655 7265 Paesed(23%) Rt. OVerhang under Snow Roof loading Moment(ft.lb) 3314 3314 13541 P8ssed(24%) Rt. end Span 1 under Snow Roof loading live Den,(ln) 0.100 0.200 P8!l!led(U267) R.t. Ovethang under Snow Roof ALTERNATE span loading Total een.(ln) 0.132 0.223 Passed(2L1404) Rt. Overhllng under Snow Roof At TERNATE span loading - DeQec:ton Crlterfa: STANOARD(lL: lJ480, TltJ240). Additional checks fOlloW. - Right overheng(LL: 0.2". TL:2L12(0). - Bracing(Lu): All comprftSlon ed~s (top and bottom) must be brllCed at 2' 8" ole unless debllled otherwise. Proper Bltachment and positioning of lateral bracing Is required to achieve member 9~bltl\y. - The loed condltlons considered in !hill design Include Aflemate member loading. ADDITIONAL NOTES: - IMPORTANTI The anat,. presented Is outpul from software developed by Trus Joist. Trus Joist werl'9nts the siting of Its prodUef:9 by this software will blJ accomplished In aocordanctt WItt1 Trus Joist product design Crltttrill and code aooepted design values. The specific product application. input design loeds, and stated dimensions have been provided byth", softw3r9lJser. This output hall not been livIewed by ~ Trull JoIet AssoclaM. . - Not all produc18 are readUyavallable. Check wiffl your supplier or Trus Jols1 technical representettve for product aVllllablllty. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL VI PRODUCT SUBSTITUtiON VOIDS THIS ANAL YSI$, - Allowable Stress Oeslgn mli'thodologywas used for Code UBC analyz:ing the Trus Joist Residential product listed above. . Note: See Tru& Joist SPECIFIER'S / BUILOER'S GUIDES for mullJp1e ply connection. PROJECT INFORMATION CROWNER CONST. OPERATOR INFORM'\J'ION: NOFFKE LUMBER INC. BEN STELLMACi'lER 1601 80WEN ST., OSHKOSH,. WI 54901 (920)235-3080 (920)235-3061 J ()f3 ~ 7/1 c ~ LI E S ~Igllt C 2000 by TtIIS Jol!t. A weyem.e_ 8m'''".. T J.pro'" end l' J.e....'" ani lnIdenI.rlaI of TM Jmt. T J~end Ml~ are ~1"""",,1fIlI or True JobI. TOTAL P.02