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Home My WebLink About06100031 Correspondence ~ Page 1 of2 Lillard, Sarah N From: Ochs, James A Sent: Friday, October 20, 2006 9:42 AM To: Lillard, Sarah N Subject: FW: OLMC Rectory Plan -----Original Message----- From: Griffin, Matt L Sent: Friday, October 20, 20069:12 AM To: Ochs, James A; 'tom@tommchaffie.com' Cc: Blanchard, Jim E Subject: RE: OLMC Rectory Plan Tom and Jim, Our concern is that the replat has created a "through" lot (with access to two different public streets). Our ordinance does not permit this. We did sign the plat, and have no issue with the intent or the demo/construction. Tom, we would want to ensure that there is a non access easement added to the plat to eliminate the potential "cut through". It is for the benefit of the future homeowner as well as the City that traffic not be allowed to cross a privately owned residential lot to take a short cut. It was an initial oversight, but not something that should hold up your construction. When you get a chance, call i me to coordinate a solution to this. Jim, feel free to release the permit - we will fix the non compliance through the plat. Sorry for any delay and confusion. Matthew L. Griffin, AICP Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 phone: 317.571.2417 fax: 317.571.2426 email: mg[iJEQ@C_f!_rm~lln,gQY From: Ochs, James A Sent: Friday, October 20, 2006 8:00 AM To: 'tom@tommchaffie.com' Cc: Blanchard, Jim E; Griffin, Matt L Subject: RE: OLMC Rectory Plan Tom, Without a response from Matt, I'm going to release the permit. You will get a call from the front office when the permit is ready to be picked up. jim -----Original Message----- From: Tom McHaffie [mailto:tom@tommchaffie.com] Sent: Thursday, October 19, 20064:33 PM To: Ochs, James A 10/20/2006 . Page 2 of2 Cc: Blanchard, Jim E; Griffin, Matt L Subject: RE: OLMC Rectory Plan Jim: I am not aware of any concerns from Matt Griffin. The re-plat was approved, signed off on by Mike I Holibaugh, and has been signed by the board of works. The oniy condition I know of from Matt, was that we file for a demoiition permit for the old Rectory, within 10 days of being issued a CO for the new one, which Sarah made me aware of about a week ago, and which we of course agree to do. Tom McHaffie Thomas R. McHaffie and Company, Inc. 317-848-7003-office and fax 317 -696-5289-mobiie 10 -----Original Message----- From: Ochs, James A [mailto:JOchs@carmel.in.gov] Sent: Thursday, October 19, 20064:24 PM To: tom@tommchaffie.com Cc: Blanchard, Jim E; Griffin, Matt L Subject: RE: OLMC Rectory Plan Tom, I approved the construction plans already, but waiting for zoning to approve. I believe there are some concerns from Matt Griffin about the lot. jim ochs -----Original Message----- From: Tom McHaffie [mailto:tom@tommchaffie.com] Sent: Thursday, October 19, 2006 3:54 PM To: Ochs, James A Subject: OLMC Rectory Plan Jim: Not to be a pest, but I was told this plan was in your hands. I think I originally submitted this on Oct. 3rd, and then Jim B. had the question about whether it was commercial or not, which delayed us. I would appreciate getting to "the top of the stack" as soon as practical for you. Thanks, tom Tom McHaffie Thomas R. McHaffie and Company, Inc. 317 -848-7003-office and fax 317 -696-5289-mobile 10 10/20/2006 .... Page 1 of2 Lillard, Sarah N From: Blanchard, Jim E Sent: Friday, October 13, 2006 7:25 AM To; Lillard, Sarah N Subject: FW: new home fyi '\ From: Robison, Bonnie [mailto:brobison@dhs.IN.gov] Sent: Thursday, October 12, 2006 9:32 AM To: tom@tommchaffie.com Cc: Glen Ritchey; Blanchard, Jim E Subject: RE: new home Tom We have reviewed your floor plan, and based on the information in your email dated 10/11/2006, we have determined that this project is a Class 2 structure and does not need to be reviewed by the State. If you have any further questions, please feel free to contact me. Bonnie Bonnie Robison Plan Review Director Indiana Department of Homeland Security PH# 317-232-1421 Fax# 317-233-4892 brobison@dhs.in.gov www.in.gov/dhs From: Tom McHaffie [mailto:tom@tommchaffie.com] Sent: Wednesday, October 11, 20065:52 PM To: Robison, Bonnie Cc: 'Glen Ritchey'; 'Jim Blanchard' Subject: new home Bonnie: Attached is a file with the front elevation and main floor of the Priest's home (The Rectory). The basement is unfinished, and the stairs going up are to an unfinished attic. I'd be glad to forward the other 4 sheets of the plan if you want to see them. I was very surprised to get the call from Jim Blanchard, from the city of carmel today, stating he was afraid this I plan needed state approval as a commercial structure. I understand why Jim may have questioned this plan, ahd I have the utmost respect for Jim, and will respect his decision and yours, in the end. However, I appreciate yoJ taking the time to review this matter. This is the third Rectory to be built in our county in about 10 years (St. I Elizabeth Seton, St. Maria Goretti, and now Our Lady of Mt. Carmel Parishes), and neither of the other two were required to file commercial permits, but were in fact built as houses, which is what they all are. Our 2 priests are currently living in a 4 bedroom home in the neighborhood right next to the church known as "the village of mt carmel". The church owns that "lot" and two other village of mt carmel lots, one of which is where we intend to build this new home for our priests. It is a residential neighborhood, and this is a residential home. Th'e 10/13/2006 Page 2 of2 priests all have an office in the church building currently, and that is where they conduct the ministry of being a priest. When they get home to the rectory, they use it just like you and I use our homes. They each have a bedroom, sitting room, and a small area to have a desk. There is a chapel for their personal prayer time, (not for public use), and there are guest bedrooms for their relatives and friends to stay in when they visit. There is a living room as a space for them to hang out together, or with friends. In conclusion, this building's use is as a personal home, and not in any way a public or commercial space, and I believe it should be treated as such. I hope you will agree and let us know your position in writing via return emall, as quickly as possible. We were hoping to break ground this week. Tom McHaffie Thomas R. McHaffie and Company, Inc. 317-848-7003-office and fax 317 -696-5289-mobile OESIGNER I DUILonA 10/13/2006 06100043.1352 W. 106th St, Carmel , Page 1 of 2 Ochs, James A From: Ryan Albright [ryan@keystone-corp.com] Sent: Sunday, October 08, 2006 10:59 PM To: Ochs, James A Subject: RE: 06100043,1352 W. 106th St, Carmel The scope of the project consists of adding 16 feet onto the existing garage and changes the existing attic above the current garage into rooms, which would also include space above the garage addition. The current garage is a four bay with dead space above it, we are adding on two more bays and taking the space above the garage and adding rooms above the existing ~nd new. The foundation will be footers, block, with a monolithic garage fioor only. In regards inside the main house we are re-configuring rooms by deleting walls and rooms, keeping intact existing support walls. I realize the plans are very confusing, whatever I can provide to make the process easier on you please let me know. . IU AN ALBR.IGHT PR.OJECT MANAGER. KEYS'1'ON]~ CONSTRUCTION 47 5. Pennsylvania 51 10lh Fl. Indianapolis, IN 46204 317.636.2000 Ext 115 Office 317.635.1100 Fax 317.524.9235 Cell W}~3V. keystOJ1e=-cOflt..COlIl. From: Ochs, James A [mailto:JOchs@carmel.in.gov] Sent: Friday, October 06,20069:16 AM To: ryan@keystone-corp.com Subject: 06100043, 1352 W. 106th 5t, Carmel PERMIT PLAN REVIEW STOPS PAGE 1 PERMIT NUMBER: PARCEL 10 PARCEL ADDRS .l\PPLY DATE CONTRACTOR PHONE NUNBER 06100043 - ERSAL OZDEMIR 1713030001004000 1352 106TH ST W CARMEL, IN 46032 10/05/06 ISSUE DATE KEYSTONE CONSTRUCTION (317) 636-2000 TYPE: RESADD C/O DATE FAX NUMBER (317) 635-1100 REVIEW STOP: BLDG REV NO: 1 STATUS: REVIEW SENT BY: jochs REV RECEIVD BY: jochs - BUILDING INSPECTOR REVIEW D DATE: 10/06/06 DATE: 10/06/06 TIME: 09:03 DATE: 10/04/06 TIME: 09: 03 CONT ID: TIME SPENT: SENT TO: 0.00 REVIEW NOTES: 2006-10-06 09:14:48 Scope of work is not clear. Four diffrent sets of plans were submitted, two for the main house and two for the garage. Plans shall be identical. 1. Garage cannot use a monolithic 10/09/2006 10/15/2005 . 15: 18 BERZER-WEST CLRY ~ 13175712499 NO. 088 [jell i.' I ~,"":"""7 ~~.w .>"- .1":;< ~" B- :" T-T~.~~r Villages of West Clay :Fax #: (317) 733-1839 Builder: John Gentry Phone #: (317) 524-8177 Two Way #: 110"1029"329 E..mail; jogentry@beazer.com Assistant Builder: N/A Phone #: (3]7) ???-???? Two Way #: 7117*??*??1? E.mail: To: ):..... OJ..~ From: John Gentrv Lot # Date: Date Due By or On: "1- 2l.{Q<1 COMMENTS: J:1'1 " ll.o.,.. \.. 1''-- ~;",....p.......\ t....q e.r . Let """- 14-. :~ ,^,y ..". "Io~ ~o C\\. J fl. II I~\<.~ ~l""'. /ov r b 1,../,iJ rJ / /Jet!J fo t~ < c v.rr~~+I'1 Wl.'L L.. ,5 Co....;/o- <I H_lrr:o-f t" <<aeJ ,." ~ Mr'--I %.IL. c. ~ S'Or;, J../ U<zri c.lr6--r. w. I-W-f lor/7-0f; 10/16/2006 16: 18 BEAZER-WEST CLAY ~ 13175712499 Oc~ 11 06 04:13p HRQue~t 317-681-8856 RichanI 0. Albright, P. E. eonsu.... B'-Leer 20 1/2 West Main Street, Suite B (46032) P o BoX 742 CIIrmtl.lDdialla4608Ul742 317-581-8877 317.531-8856 fax ra~.Ir.com October] ], 2006 To Whom ItMay Concern: Re: Pea aravel bacldill, Town Houses, Village of West Clay Ax the JeqUeSl of Weber Concrete Construction. I inspecIc:d the coocrc:tc folllJdafioos of the town homes Illl.dCI' construction at the corner ofForsytb and Congress in West Clay. The foundation walls are four 1eeI high above the footings. The lower two feet are ten inches thide. The upper two feet, above pdc: and above the brick lc:dgc, arc fOtlt incites thIek. The space between the walls wbere the 1lIl.deI:slab uriJities _locatM will be fiIJed with pea gravel. I llIIllerstand that coocero has been expressed that the depth of the pea gram back fill in the overdig aloog the fuUlldarion :wall will be mote rhan two feet The !1m inch thick concrete foundation walls are more 1l1an adequa1>l to support the pea pvel fill that WIll be placed in the excaVllliOllS along the waDs. The deplh of the pea gravel along the walls will not be ddrimen1al to the CODBIrul::Iion of the 1100t slabs that will be placed OIl the grave\. Very 1rUly yours, # f f /?J::7~,r-- ~~~~ - t.7 J>mfessional FJlginper ",,';;~'ii:"A'ib.':;;" .............-._".~ . /;G~~i()\~'1~oil'~\ : 1'10. 1659 \ ( STJrTE OF ,f - ~. \~ '....,"~,..~ &-'f..' .....~J'JONAL ~':.." ........."...,... Ricb..-dOAlbnllll\ Inc. NO.la88 {;l02 p.l Hl/16/2006 16: 18 8EAZER-WEST CLAY ~ 13175712499 NO. 088 (;>03 I'I.OOR6 . . ',,-,' RSlIS.3.!1 Fr8miug of openiJJgs. Openings in floor framing shall be fl'amed with header and trimmer joists. Header joist spans sball not exceed 8 feet (2438 10m). Header and trim- mer joists shall be fabricated from joist and track sections, which shal~ be of a m;,..mum size and th!ckness as the adja. cent floor JOi8lS and sball be Installed 1D accordance with Figure R505.3. Each header joist shall be connected to 1rim- mer joists with a roinilnum offour2.inch-by.2-inch (51 moo by 51 rom) clip angle., Each clip llIlJ!le shall be fastened to both the beader and trimmer joists with four No. 8 screws, evenly spaced. lhrough each leg of the clip angle, The clip angles shall have a sreel thickne.. nollass than that of the floor joist. seCTION RS06 CONCRETE FLOORS (ON GROUND) R506.1 General Concrete s1alHm-gfODnd floors >J1all be · minimum 3.5 inches (89 nun) thick (for expansive soils, see Section R403.1.8). The specified compressive strength of COD- crete shall be as set forth in Section R402,2. RS06.2 Site preparadon. The area within the foundation walls sha1l have all vegelation, top soil and foreign material removed. v RSl)6.2,1 JlUL Fill material shall be free of vegetation and foreign material. The fill sban be cOl11jlacted to assure unl- .::.IL ~ c.W fonn support of the slab, and except wbere approved, the fill -,.. depths shall not exceed 24 inches (610 mm) for cleaIJ sandor gravel and 8 inches (203 rom) for earth. 1.506.2,2 Base. A 4-inch-thick (102 rom) base course con- sisting of clean graded sand, gravel, crushed stone or Cl1IShed blast-furnace s1ag passing a 2-inch (51 mm) sleve sball be pia=! on the prepared subgrade wben the slab is be- low grade, I '-...J Excepllon: A bllSe course i. not required when the con- crete.lab i. installed on well-dJ1lined or ...d_gravel mil<- tore soUs elas.ified as Group I accmding to the United Soil Classification System in accordance with Table R405.L R506.2.3 Vapor l'Iltanler. A 6 mil (0.006 inch; 152 ~) polyethylene or apPrOved vapCt' retarder with joints lapped not less lhaD 6 inches (152 rom) shall be placed betWeen the concrete floor slab and the bllSe course or tbe prepared subgrade where no bllSe course exists. Exception: The vspot retarder may be omitted: l. Ftom garages, utility buildings and other unheated ~50L"Y st:rUCtUtes. 2. From driveWays. walks. patios and otller flatworl{ not llkely to be enclosed and heated at a later dare. 3. Where approved by the building official. ba>ed 011 local site conditions. 11119 , 1 2U031KTERNAnoNAL RE6IDJ:rmAL co~ r WALL 'I].. !)R,....'''A...'- 5'/-;.. J",I~ "1'1/0; 3 o.tJ.Q "J/J.-Ar.,#- SrA':"e. B;::,c." IN~I'f p.",p.. F...."" Ov7"S'D~ 5\1'ltf'Q<-E. , ::;::CP.L~ Y4:r '~-F."",'" ,,,,,' / ' , ~H. .' '-;7.. I"t-~\J r.:: VALUi::.. 0,4'> 1.9,00 ,60 1.0/ o,.':1.D ,~3 ,J'? ').2;,1 f 101 ,3'''f56'-1= Su.r- F61Z0OFW . .,.. rS"',c"l..r. 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