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Home My WebLink AboutBUILDING NOTE }"IfNi! ..,..-0 J b"Z.O- 101-11) t..> "2..0~ CITY OF OSHKOSH BUILDING NOTE (We' Job Address 1120-1194W20THAVE Owner BRIARWOOO OF OSHKOSH LLC Contractor OWNER Create Date 0511612006 Designer Category Plan Type . Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement - Sq. Ft. _Sq.Ft. Rooms Height Ft. n Projection I Finished/Living Bedrooms Stories Garage _Sq.Ft. Baths Canopies Signs Foundation Poured Concrete 0 Floating Slab Concrete Block 0 Post 0 Pier 0 Treated Wood 0 Other Occupancy Permit Flood Plain - # Dwelling Units 0 Height Permit Park Dedication # Structures 0 UselNature Roof screening plans and information submitted and reviewd for compliance - No additional permit required, as this was part of original of Work project - just not completed until now Noe, Brian From: Sent: To: Subject: Jim Petr Umpetr@milwaukeepc.com] Tuesday, January 17, 2006 9:56 AM bnoe@ci.oshkosh.wi.us RE: RTU Screening plans Brian, These cales were on the new expanded screening systems and the greatest dimension on units 3 and 4 will not exceed 15 feet. Jim Petr ---- Original Message ---- From: bnoe@cLoshkosh.wLus To: jmpetr@milwaukeepc.com Subject: RE: RTU Screening plans Date: Tue, 17 Jan 2006 08:25:01 -0600 >Thank you for forwarding the engineering calculations. > >Based on the notes in these calculations I am making the assumption >that the >size I dimensions have increased from those that were shown in the >drawings >dated November 14, 2005. I am further making the assumption that >thiswill >address the need to provide the required clearance between the screen >and >the mechanical equipment. There for the plans are approved based on >the >conditions that the required clearances are maintained, and that in >doing so >the greatest dimension of the screening on units 3 and 4 does not >exceed 15 >feet. > > The last thing I need is for you to provide us with a date that the >installation of the screening will be completed. > > > >1 appreciate you cooperation and understanding in working through >these >issues. > > >Brian Noe > >Building Systems Consultant >City of Oshkosh >Inspection Services >(920) 236-5051 > > > January 16, 2006 Brian Nee City of Oshkosh 205 Church Street P.O. Box 1130 Oshkosh, WI 54903 Dear Mr. Noe, Attached please find the load calculations for my building at 1030 W. 20th Ave. The engineer who did the calcs said the roof was structurally capable of handling the new snow loads created by the screening Please let me know if! can proceed with my plans. s~~ # Owner 6203 W. Washington Blvd. Wauwatosa, WI 53213 (414) 349-7637 ,j , "......" ",w",.," '"!'"""" Od ""'M "" "' "'" .oouw,,~ 4.;;:.'.,., .,'.' ',",' MATSEN FORD IJESICN A,,"cia'_', ,"c. 325 Forest Grove Drive Pewaukee, WI 53072 (262) 691-2900 FAX (262) 691-8665 FAX TRANSMITTAL ATTENTION: COMPANY: FAX#: Terry Schuelke Petr Development 414-332-1368 DATE: 1/6/06 IJOB NO, 05363.00 RE: Ml1waukee PC Oshkosh,WI FROM: Patrick W, Ford TOTAL PAGES: 4 (Including Cover Page) COpy VIA: X FedEx U.S. Mail REMARKS: Terry - Here are 3 sealed calc pages of verified drift and joist analyses, The originals will be sent to you in the mail. Please call with any questions. Thank you, Patrick W, Ford President IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. 'I' "..,..tlt ,",w,"d'O '"!'"""V Od "'",MJ!~ ~d ."'0 .00'/91110 MATSEN FORD DESIGN Jj~ ;2;;;~'dR~~D~~ ~ PEWAUKEE,Wl530n (262) 691-2900 FAX (262) 691-8665 N\'PC/ ~~~ r-eNCE. ='5 ~:;, II'? 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"""'&tIt ,",w"..'o '",,"ncooy Od ..,nOM!~ By;M...(({ ~d ,,'zo 900z/9II<0 MATSEN FORD DESIGN Jj~ A".,¡a"'. ,"c. ~ 325 FOREST GROVE DRIVE ~ PEWAUKEE,WI 53072 (262) 691.2900 FAX (262) 691-8665 -=?,?CP"::> 1../-; Page \ /(;/01=> Date M F'G--' t::>? ~ \<-C::>";O~ ~oú ':::::~Ðc..\<.... --!c::'\I?'\'? ......;j 'P~L"'F'" ~ M:e :'f'. ~'D"7>; 1./1- k- -4 e """7' c:>. C , f.-1""~- '":>f'/", J c.fZ-\..\c.~L..- C-,!,.",=>'CJ ~ I Þ¡Z-' 4\- ~.... =' \"ê::> f"'~ 'Q + !'J?CJ '-" =-'tb "" "?:= ~C::>r'- F e-- i--~ ~ 1Z'é'::; t.-LR" ~~ ~O>...,==- 9¡'J-;U t(~ L PE-\Z- 4....1.1. I.A..-/ ~ u := -1..'7U" u ¿<f2L../1/¡I.PC7).3 \ ~~""- Ei""-'UN. .. ~A.,ltþ) 'FT~ -:r:::-........." '" \'?ï. "I \~-\ ""<I"cm. Cb.-'t.'E:I; ." \ (~"U 11='It'-r;.C""* ~ J- - - - --i- L ,~:£""" ,(",,-2.,,;') (",) C;.."" '-'- ""...i, ~ 1"l::>t""F""'7"" "IO'f'L'" 1'2..:2." 1" s;, t J: ~'E:>.<O; 1 t 13 f- '-'1l.-.<.- = .4."'\ k.. Ú- C):'7k... ~') 12- '-) V'- "" "., ,"'" .. 'M...... = æ..7.<=l-~é:~7F:=== F'T~) J: ....", = 4-\,....\ ¡....+ 1-'2- \L- -4 e. -<;-.110'"'-1 L~b f-6 \\...I.=é; À.'-~B.Lt:>t \.... 'P¡,...&.c..'E.J e- t"- TU I-t:> S / I :. ¡...¡.= f-e,o-J",\""C>1'-C-'t.....~ '\2-E'iQ,D) By: ~ IIId ."'0 900,IOI/!0 9/. ..."..... .u,w.ud.O 'u ,.uno..y Od ..,",MI '" 'I' ".....t" MATSEN FORD DESIGN ASSOCIATES, INC. Project: Oshkosh Fence No: 05363 Condi tion: 22 K 4 @ Drift Load Check FILE NAME: j 1 Page: ~/?] Date:~ CONTINUOUS BEAM ANALYLSIS 1 SPAN IS) Ha Ll L2 L3 L4 L5 L6 Hb 1ft.) (ft.) (ft.) (ft.) (ft,) (ft.) (ft.) (ft.) .00 28,50 .00 ,00 .00 ,00 . 00 .00 WHa WI W2 W3 W4 W5 W6 WHb (kIf) (kIf) (kIf) (kIf) (kIf) (kIf) (kIf) (kIf) .00 .21 .00 .00 .00 .00 .00 .00 CONCENTRATED LOADS (P) AND DISTANCE FROM LEFT SUPPORT (X) No. P(Kips) X(ft) 1 1.1 1.0 3 .4 9.1 BEAM PROPERTIES I (in4) LENGTH (ft) 1.0 28,50 REACTION (Kips) Rl R2 R3 R4 4.9 3.4 .0 . a No. 2 P (Kips) .8 X(ft) 7.2 E(ksi) 29500.0 R5 .0 R6 .0 R7 , a .0 . a SUPPORT MOMENTS (ft-Kips) ,0 .0 .0 . a .0 MOMENTS AT CONCENTRATED LOAD LOCATIONS X(ft} M(ft-Kip) X(ft) M(ft-Kip) 1.0 4.8 7.2 23.2 9.1 25.7 SPAN DEFL'ECTION CRITERIA: SPAN MAX. LENGTH (ft) DEFL (inS/I) 28.50 134.562 MAX. SHEAR: MAX. MOMENT: I REQUIRED: 4.94 27.0 94.429 Kips ft-Kips @ X = in4 12.54 --= .u,w., odoO 'u I.uno"y Od ..,nOM'!~ L/ 240 X (ft) 13.97 I REQD (in4) 94:429 \ /U7/0'5 Nd ."<0 900Zl"I'0 PETR Development LLC Nov. 16,2005 Brian Noe City of Oshkosh Inspection Dept. 215 Church Ave. Oshkosh, WI 54903 NOY 1 2005 Dear Brian: Attached you will find proposed drawings and pictures for the HV AC screening for my building at 1ð20 W. 20th Ave. Note that Unit 1 east and west (refer to A6) are the only units that are visible from the :fi:ont and therefore only these units were screened :fi:om the :fi:ont. All of the material would be made from steel reinforced vinyl fencing not to exceed the height of the units. Also note that only enough space to service the units was left available on the sides ofthe units. All posts contain concrete as well as additional steel pipe reinforcement. All of the units would be secured to the HV AC units with a series of chains running from Eye Bolts in the concrete filled posts to holes in the frame of the HV AC units. Please call me with your decision as to whether or not this is acceptable screening. ¡mPetr Cell (414) 349-7637 Office (414) 332-0874 Fax (414) 332-1368 Email jmpetr@milwaukeepc.com //þ3)o5- 7Ä~kl;() c.J!JIM ¡(/&:V 70 f"'v'tINTAIN (!,t-R F?~ ARooMO b&v\? W\.-t\c,H J^P<Y ~R~ 5J Z-t?:..... J?¡.;ã PR¡ff LoMJ ïè i3tF CbNS¡PéfJffi/ ~(,~~ - C,A-H.J:;() ,0 Ct-fIfC/G ?Ro6f'?~ )//::~ b'N"t¡Jþþf:¡Nr.. JOG' I?EC-ÐI/LV, 11-4/0 Í<l//t BIf' ~'f3rI¡r¡l£J 3900 N. Sherburn Place Shore wood, Wj 53211 (414) 332-0874 tel (414) 332-1368 fax 4x4 (F"'ed 4-3/4" lath with 3/4" spacing VINAIL RAIL- W/ STEEL INSERT EYE BOLT WICHAIN TO HVAC UNIT YE BOLT W/CHAIN TO HVAC UNIT PAD's BOLTED TO POSTS 1 2 Side Elev. EYE BOLT W/CHAIN TO HVAC UNIT -1/8" Steel Pipe Inside Elev. YE BOLT WICHAI~ 3:9 TO HVAC UNIT I j , i I I -147- J G7~--U G7¿ r Front Elev. - 1/8" Steel Pipe EYE BOLT W/CHAIN TO HVAC UNIT PAD's BOLTED~. TO POSTS ~ n 1...,1 EYE BOLT W/CHAIN TO HVAC UNIT -1/8" Steel Pipe YE BOLT WICHAIN TO HVAC UNIT YE BOLT WICHAIN TO HVAC UNIT Notes All panel systems r to be made of a I plastic composlt ' material called "Vecor" by Flastlval, Inc. FOR APPROVAL NOVEMBER 14. 2005 PREPARED BY PETR D<vELOPMENL LLC TERRY L. SCHUELKE 3900 NORTH SHERBURN PL SHaREWOOD. WI 53211 (414) 332-0874 PHONE 1414) 332-1368 FAX LOCATION RETAIL CENIER 1106 WEST 20," "'""' Os","". WI SHEET TITLE UNIT 2 A2 .y5~ 4-3/4" lath with 3/4" spacing VINAIL RAIL. W/STEEL INSERT 4:8 EYE BOLT W/CHAIN TO HVAC UNIT ¿ Side Elev. -1/8"Steel Pipe MALL HVAC UNIT EYE BOLT W/CHAIN TO HVAC UNIT Inside Elev. YE BOLT W/CHAIN TO HVAC UNIT .147- -1/8" Steel Pipe 1 G71 I G72 II 2 I .-~ r1" 39It EYE BOLT W/CHAIN TO HVAC UNIT Front Elev. PAD's BOLTED~ TO POSTS ~ EYE BOLT W/CHAIN~d TO HVAC UNIT EYE BOLT W/CHAIN TO HVAC UNIT -1/8" Steel Pipe YE BOLT W/CHAIN TO HVAC UNIT Notes All panel systems to be made of a plastic composlt material called "Vecor" by Plastlval, Inc. FOR APPROVAL NOVEMBER 14, 2005 PREPAREO BY PETR DEVELOPMENT, L~ TERRY L SCHUELKE 3900 NORTH SHERBURN PL. SHOREWOOO. WI 53211 (414) 332-0874 PHONE (414) 332-1368 FAX LOCATION RETAIL CENTER 1106 wm 20," "'""' OS""'". WI SHEET TiTLE UNIT 3 A3 4x4 {F,IIed -75¿ J 4-3/4" lath with 3/4" spaCIng VINAIL RAIL- W/ STEEL INSERT 4;8 EYE BOLT W/CHAIN TO HVAC UNIT 1 2 Side Elev. MALL HVAC UNIT - 1/8" Steel Pipe BOLT W/CHAIN TO HVAC UNIT YE BOLT W/CHAIN TO HVAC UNIT Inside Elev. 147 r'O 39ï\; EYE BOLT W/CHAIN TO HVAC UNIT I G7¿ U G7¿ 1 -1/8"Steel Pipe i Front Elev. EYE BOLT W/CHAIN TO HVAC UNIT PAD's BOLTED~ TO POSTS ~ EYE BOLT W/CHAIN- 0 TO HVAC UNIT YE BOLT W/CHAIN TO HVAC UNIT Notes . All panel systems I to be made of a plastic composlt material called "Vecor" by Plastlval, Inc. FOR APPROVAL NOVEMBER 14. 2005 PREPARED BY PEIRDEVELOPMéNT. LLe TERRY L. SCHUELKE '900 NORTH SHERBURN PL. SHOREWOOD. WI 53211 (414) 332-0874 PHONE (414) 332-1368 FAX LOCATION REIAIL CENIER 1106 wm 20TH mH", 0'""5H, WI SHEET TITLE UNIT 4 A4 4 x 4 posts (f,lIed 24" of =""ete) 4-3/4" lath with 3/4" spacing 6' VINAIL RAIL~' W/STEEL INSERT EYE BOLT W/CHAIN TO HVAC UNIT YE BOLT W/CHAIN TO HVAC UNIT 'AD's BOLTED TO POSTS Inside Elev. Side Elev. YE BOLT W/CHAIN TO HVAC UNIT 4 PAD's BOLTED TO POSTS EYE BOLT W/CHAIN TO HVAC UNIT EYE BOLT W/CHAIN TO HVAC UNIT i51' -1/8" Steel Pipe EYE BOLT W/CHAIN TO HVAC UNIT " LI CO, I~"""""~ m.6 Front Elev. -1/8" Steel Pipe YE BOLT W/CHAIN TO HVAC UNIT 141 I ¡Notes i All panel systems i to be made of a I plastic composlt material called : "Vecor" by Flastlval, Inc. Plan FOR APPROVAL NOVEMBER 14. 2005 PREPARED BY I PETR DEVElOPMENT LLC TERRY L. SCHUElKE 3900 NORTH SHERBURN PL. SHORE WOOD. WI '3211 (414) 302-0874 PHONE (414) 302-1368 FAX LOCATION RETAIL CENTER 1106 WesT 2or" AVE"", O,"'OS", WI SHEET TITLE UNIT5 A5 ¡ I ¡ 1- I~, I. , I ¡ I ). ~ (';!NIT I I ¡:;""t ¡ I I bO~ St. Front of Building rNIT5 N~~ r" J£iii T (U,NIT I I W~8h Notes I 7111 panel systems ~ to be made of a plastic composlt material called "Vecor" by Plastlval, Inc. FOR APPROVAL NOVEMBER 14. 2005 PREPARED BV PETR DEVELOPMENLLLC TERRY L. SCHUELKE '900 NORTH SHERBURN PL. SHOREWOOD, WI 53211 (414) 332-0874 PHONE (414) 332~"68 FAX LOCATION RETAIL CENTER 1106 WEST 20," A"""' OSH",", WI SHEET TITLE ROOF PLAN A6 September 2, 2005 Brian Noe City of Oshkosh 205 Church Street P.O. Box 1130 Oshkosh, WI 54903 SEP Q 6 Dear Mr. Noe, In the process of adding two pieces ofHVAC equipment to my building at 1030 W. 20th Ave. it came to my attention that this new equipment now has to be screened. Because the building was just built two years ago and we were not asked to screen a.'1y of tIle other equipment the new screening requirement came as a surprise to us. We did not plan or budget for this new additional screening. I do understand the purpose of the screening and I do think that it is a good idea. I would however ask that you give me some time to do this properly. Smce the screening project was not in our plans the tenant (Lindekugel's Salon) that is suppose to be moving into the new location had made plans to vacate their old store and move into this new location on 20th Ave. no later than Oct. 1,2005. Since there is no way that we can get the screening finished by this time I would ask that you allow us four months to properly finish the screening and that you allow Gartman Mechanical to finish their work and the Lindekugel Salon to open for business without the screening finished with the promise from me that I finish the necessary screening by Dec. 31 2005. Thank: you for your consideration. ~:er~ ~~ Owner 6203 W. Washington Blvd. Wauwatosa, WI 53213 (414) 349-7637 cc.Mark and Kelly Lindekugel Keith Paul, Gartman Mechanical John Goheen, Goheen Carpentry P~OPERTY O\I\INERICONTRACTOR: CONSTRUCTION DATA: XJ /. New Construction . TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) A-bð N ~ao . 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. -Á- APPROVED Plan Commission Action Required 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 *-pA\ ~~&~LÞà.~\~ ~.~ -¡-o .~ 5~ ~IJ¡ fA:} i; S~ cJ( ~~I'~ rrópW-,/. '* .~ tT(,~, W'~ \)\1\ ~6~~~ ¿-f"'-\} ( . VY"'-'l ~ ). J1- b -rn-tl. 51 L;J. ~ (S. iu br<- l "'-)~ ~ 4rt- U-~ ~"""k"': ~ ~"""'~~'^"" yt1f~'t'. * ~s.<-4l~ 6l. . - )~L.LI-1t1 cJIr-. ~St~ '\\) .k I'~ -ì-ð'-\4. 7' ~ì'¡yJ~, UI\'Th. q 5i1'~ 'TO ~f't6+ $~ yvJ. ~ (~~~ +. \J ~ CuTiS"::, 'Pr~ I'\ßY" ~~ . - DENIED Variance(s) Required ~ Rc:VIEWEDBY: ,~..... DATF=' 2. - 7.F~~ é}-~:,iJi4'íldJldJhilif¡