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Home My WebLink About07040086 Correspondence (2) Kb::S1V,I!;.N"1"1A.L MUltllJ:AlJ.e LUA.N 1f'1..-:)l'CA...llVl'l 'lJECT PROPERTY IS IS NOT V LOCATEe :M PECIAl FLOOD HAZARD AREA AS ESTAGiJSHEO BY THE ,IONAL FLOOD !NSURANCE PR0'3RAM-FtOOO It~S!J<<M!CE _ _ CE MAP -1<5 PEP COMMUNITY PANEL NO. LfUtQ/31 000 .~ <- 1/1 \'l ~ III~ ~ dt 1-:r -. Illd .0 I 11.4 o · ~" aU ~I a \I >-!oli,'1'>-\ !~ .,. Y &' ... ')1 I y: 2-'f I D~JA-J~~ &;k~C ..t Po. "'" I c> .,so f"'b.o;;...... ''71.A-0'1 ~ ~ \! \-4 ~~II\ 1:\) s: I~l\-. . ..J ",4 III ! oj' \\.. ~ 'ii' .~ I <( ".,' -", -So 'if '2""4' -''' I'/-z.- -1>"'f'~A.~ fO............./E. ..J 1.\ !!' .. I' ;/;{> I ~{//I / / / \. __L-t::>~ 1 '-Z-, L___ 10''';'. .!.J,e.. '~1.401 TO: HAMILTON TITLE SECDRIT COWGER & MILLER MORTG Re: Gentlemen: INC. COMPANY aniel L. and Barbara J. Adios Pass, Carmel, Indiana ~~nY~I~~~~~IU~U~ NOT TO.BE USED TO ESTABLISH fJR09ERTY UNES -;, I " .111 1J -.. -I-~ ~ ~ ~ THIS IS TO CERTIFY to th It of my knowledge that tho within skotch is truo and corroct 01 Mount Carmel Ninth Section .. the some is recorded in Plat Book 7 . Pogo 30-33 f""...u....... c..._ _~ I_J:___ AMMENDJi:n PR 7. nO' I-;.~_&;R .' , J J... ;' .J iI (j.~- o J:z-: "I {:. V \) / " Alii; ~~ tlf ~4J I J 1: I '+ ,,- \- -- , --- '-z.JJOO;:; FOOL 13RfD~E . 't . 7.S_ . in tho offico 01 the Rocordor of Hamil too SINGLE FAMILY GARAGE Detached Garages Detached garages shall not be used for human occupancy. Detached garages shall be located: I. Not less than 10 feet from the main residence. 2. Side Yard Setbacks: a. Not less than 5 feet from the property line and/or b. Within 3 feet of an easement 3. Front Yard Setbacks - The greater of the following: a. 25 feet behind the rear ofthe house or b. 25 feet behind the required front setback line 4. Comer Lots and Lots with Front and Rear Street Frontage: a. See City of Carmel Zoning Ordinance, Chapter 25 Additional Use Regulations, Section B Height and Area Requirements. Detached Garage Construction Requirements: 1. May be no greater than 18 feet in height 2. May use any of the following footing/foundations: a. Under 721 square feet may use a monolithic footing which is either 8" x 18" or 12" x 12" b. Trench or T footing, which extends 30" below finish grade (Must be used if structure is over 721 square feet.) 3. Water and electrical permitted. 4. Wood or masonry construction permitted. Please contact your Home Owners Association for additional requirements prior to submitting your application to the City of Carmel Building Services for review. Initial: 8 / The purpose of this Building Guide is to help facilitate the plan review process. By following these guidelines you may expect your review turnaround, in most cases, to be 24 hours. How to Use this Guide: 1. Review this Building Guide and Plan Review Handout. 2. Complete the following 3. Complete this Building Guide by filling in the blanks on page 12, indicating which construction details will be used. Builder/Owner should initial where indicated in this packet. 4. Provide 2 Plot Plans (site plans) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. (See example page 10) 5. Show building elevations on page 13. Two sides of elevation required. 6. Fill out a Building Permit Application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applic .le laws. D lCar D3Car Other D Attached Rough ~inal Inspection Required ~etached Rough In and Final Inspection can be combined if garage is not dry walled. Manufactured trusses Yes ~ D Sq. Footage S7{.. Sq. Footage If manufactured trusses are used, truss diagrams must be included with the building plans, for all trusses being used. Truss diagrams must be STAMPED with the seal of the registered architect or engineer who is responsible for that design. Initial: ~ 2 D Monolithic pour may be used if structure is less than 721 S.F. and more than 6' from the primary structure (Ifless than 6' to the structure, the footings shall be 30" below finished grade) and meet current zoning and set back requirements. Monolithic Footings 721 Square Feet Maximum 6 x 6 - w2.9 welded wire fabric or equivalent is required when monolithic slab footing system is used. One story unless otherwise approved by the building official. (Fire Prevention and Building Safety Commission; 675 lAC 14-4.3-26) Inspections Required: Footings Grade stakes are required to be installed. All water should be pumped out and footings scraped clean to solid ground and level.. Forms are to be complete. Tarps and insulation covers shall be removed for inspection. Make sure you are staying BEHIND the Building Line. INSPECTION MUST BE APPROVED BEFORE YOU POUR. Rough In DO NOT INSULATE prior to inspection and approval. Inspection is to be approved BEFORE Insulation and wall coverings are installed. Structure is to be WEATHER TIGHT: Windows, doors installed and roofing complete. All draft stops and fire blocking must be installed for this inspection. Access to all areas must be provided. All rough-in work should be completed. (Plumbing, Electrical, HV AC) Final All electrical, plumbing, and mechanical work, as well as any items that are determined to be in the interest of public health, safety, and welfare shall be 100% complete prior to approval of the Final inspection and issuance of a Certificate of Occupancy. Final grading, rear, and side swales shall be completed PRIOR to the final inspection, "weather permitting." After the Final inspection is performed and approved, a Temporary or Full Certificate of Occupancy (C/O) may be issued. Temporary C/O's will require a final re-inspection of incomplete items. A minimum of24 hours is required before the full Certificate of Occupancv will be issued. ANY PRODUCT OR PERSONAL PROPERTY OF ANY TYPE CONSTITUTES OCCUPIED. LATE FEES WILL APPLY. Fire Attached garages shall be separated from living areas with an approved Protection material such as a minimum Yz inch gypsum board or equivalent applied to the garage side. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than I 3/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than I 3/8 inches (35 mm) thick, or 20-minute fire-rated doors. Initial: 3 Grade is to be 6"min. from ------... structure in first 10 ft. Single Family Addition and Garage Note: For roofs with slopes between 2:12-4:12 follow manufacturers instructions for low slope application of roofing material. 2x Truss SpaCing~inches a.c. ' ~ x _ Ridge Board (Example: 2 x 8) Anchor bolts/straps 30" below ---.. undisturbed soil ~Monolithic foundation under 721 sq. ft. Basement Rafter Spacing _inches a.c. 7/;~ ~)6 Sheathing (Example: W' exteri6r plywood) Underlayment 1 ~W I J/ #- '?drf_ (Example: I layer 15# felt) Roof Covering ) ~ .rt,,~/...( (Example: Class A 3 tab shingles) Pitch~:12 (Example 5:12) eiling lnsulation_NI A_. . ',' (Exampl" R-3S) 2- ;x. (c 2x Ceiling Joists @ &a.c. (Exampl" 2xS @ 24" o.c.) Double 2x LTop Plate (Example: 2 x 6) ').J' "II Span (Example: 23'S") ( t I eiling Height B fa (Exampl" S') -;~ / 1/ (Example: lap or T-lll) Building Wrap t1J 4 (ExamPle~ /7 ' I '/ # Wan Sheathing II I ( <!) J !? (Example: W' ext 'or plywood) 2x.;LStuds@ I' a.c. (Example: 2 x 6 @ 24" a.c.) ont. 2x -i-Sill Plate (Example 2 x 4) 2x~Joists @~a.c. (Example: 2x lO@24"O.C.) Footing Size..l.J:x.1l:: 12 -- Mar 27 2007 9:40AM CARTER lJOODCRAFT .... ..... .... ""u - .... """'" .PITnl8OttOtl41n&T.DSIO ,.14OJ ....,. "... ,.... ...." ilH.'l 3178926565 p.2 L Job RiIfWW1aI 1OClf1I355 0.2llD.OC:ll020a5.............1r'I1:. '1f1otll:U11C1:!o1:S12ODlS ... 1 17.14 ..,-' -; . 4.00(12 "'" c ..... E .~ . w= I W; , "'= H ...=:: .... .... '&.04 ~.1" J2S-0001 ,.... &-.-,,,,. F -; 0Il'J'" LllAIlIlIGfl>tI) TCLL 30.0 TCDl. 10.0 BCLL 0.0 BCDL 10.0 15+12 ..... ,.... - DEFL I. ""0) ,... IJ\1 PLATES GRIP Ve"lUl ....14 H >OIl. ... UT20 ,01ft.44 Vert{n) ....... F... 'B2, ... Hoa(TLl .... F 01, ilia -.... ,. SPACING ...... Pfa!eslncr'ea&e 1.15 LurnblD'lncrene 1.1S Rep Siren m YES c.D IRC2OOOI1PI2IlO2 e81 TC 0.38 Be 0.45 we 0.33 - lUMIlEA TOPCHORD 2X~SPf2100F1.8E 8OTCHORD 2X4SW2100F1.8E WEBS 2X 4 SPF Stud BRAClIl" TOP OiORD 801 CHORD ShdlntWDOd abeettllng dftcIy eppie:d Of 44-& 00 purlins. RtIid c:eiNngdRclly appIledor 10-0-0 DC bIIIClng. IPI REAClIOHS (Iti*e) Bo:1Zl1f0.3.8. F='277JO.3.lJ MPHorz Bae4(JD8dcaoe4) .. \JpIIItI B=-222(laod r:ase 5). "'-222(kJad caee 0) FORCES 1Ib)-u.dmtrn~TensiDn TOP CHORD ~ B-<>-2a28.1a99. e-o-...2:4MI3M. O.E"'~ E-F"" 2828'101). F-G-OI24 BOT CHORD .~. hJ=..163J17?3, H-p..1B311773. F-H-304I2CI09 WEBS C.,J::I..a24Q.l2. D-J=..8B1760. ()..H=-8B/1SO, ~2 NOTES (1) 1) l..tlbManced loat be IaDds tIMt b66n ClMIIdentd fotthls design. 2) Wind: ASCE 7.(J2; ~ h-26ft; TCDL.-e.apee BCOL-e.OJJGI: C:8tagclfy II; Exp C; 81'C1Dndi MWFRS gable end ZO:'l" cantlie...... leftatld riltatelqXlll8d; endwttlcatl8ftondrlQht~; LamborDOL-l.33 plate gdp 00l.=1.33. . 3) TNt. truss has been dNigtltd for. 10.0 pat tlot!Drn ehord live I08d nonc:oncumIfII with Bny other Itte k>>ds. 4) T1Wa trus, ruqulret pbtelnapectlanperthe Tld'I Count MethodwhM IHsIPJss:bc:hoRnbQ\llllityebUranc& m'MC'km. 5) PnMdtmechanlcalc::annec:Uon (b;~t$)of\run\flbe~I'mU'" c:upablaofwM&tandlng 222111 upIUIalIlDlnI B and 222 buptift I!It joIoIF. 6) ThlstruealsdBsigl\ed Ina::eordsncswith!he 2003 ItrtDrnettol\8l Resldel\lalCode aeeUorn. RS02.11.t and R802.10.2 lmd ttfeqlu::edstandadANSIITPI1. . 7) TRUSSES MAY NOT Be ALTeREO IN ANY MANOR LOAD CASElS) standard \="0 ( \ N\O(C\~tJ eS(yf\)S' " I .. ~..,., .....,s;:r-- ......Jt&tD MHaI OlIIftUDJlIJ<1>>~"" __ usa. Oeslgn "'*' foIuaGI only..tth con.-c:lma.IJWd.lgnktm-t Ol1tr~pac;wne"-ik7M\ond b b Clf'IlndIwtWaI bI.AcIIro_......._.t. ~ot~~ondplq*ttcoJPO"OIIonoh;:cnJXl;neIllb~ofbl.tk:llnQtI....r-not1lUl3deSfgnw.lWdnQ1tlDwn i$1or otero! aJppCWt a11ncM:l1d.WBbtnlll'TlbcnoRy.Ad::IlrIonol1~ bIod"otoNUle lfabIilycUtng conm.ctIcnitthe !esponstiltyoflhe 0I8Ct01.~ pettllOrlehf IOn:IC(nQ Clf the CHOIdII'T\.ICfl.H "... ~1Sty of" bI.lIIdk'O dMlgnor. Fot OONlfOl CJI.IICIQl'lCO ~ding 1ablIeallcn quality oanhal daogo,. dalWr}l: -.dlon o"CS tmc~ car'llUt ANSVTPII OualllV CrIeJIa. OS..., and Ball fluIcIlnt;I ~ SoI8tv hIDnnlIllona'oGlQbIe klmTN$I PbIe~5Q,O'OnofrloOrivo.Uoc;iIon. WI &3110. Weightnb ~.lAM ,\\\\Illllm'(fl ~"t~~.;iZ'~~ f /~~8T~~a-. '\ ~ (NO. 1 990lM 16 \ g I S.! JoEl S ... \. Sll'ITEOF IJ 0: ' ,,~~ "~I"!t..~.pS$ ~ ~." .-:..t:fi. ~:~ ~'" OI#A\.1?-1\"'" ~ill"'mtlJ\\\\: March 10,2006 ;::'~""""1I1 a-tarlctd.MOt:I011 MITek"