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Home My WebLink AboutGN010.0• es ay r o on �cs Tenant Finish 2149 Glebe St, Suite 110, Carmel, Indiana 46032 Proiect Directory General Nofes Abbreviations Cllent: Hani Ahtlab DDS, I_ The generql wniracbrk responslble for �he paymenf �or ontl acqulsdlon of qll requlred permlfs antl �ees ACT Acousfic Celing Lle MA$ Mqtonry JulianDavilaDMD,MS ossociafadwi�h�haprojec�. AFF Abovefinishetl�loor MiFL Mafanal Archi�ecC AP Accesspanel MAX Maxlmum JoeArchlecLlna 2. Thegeneralconirac�orandvb-coniracforsshallconfirmihelom�iono�allexistingutilifiasandcoortllnafe APPH Approximate MIN Minimum 1422DelganyS}reetSuifeLLl fheinstollationofallnewutilifiesantlme}erlocafionswi}hfheWili}ycompanyorgovemmen}alav�hori}y ADJ Adjacen� MFR ManWacivrer Denver.G0.80202 havingJunstllctlonovertheprolect. � � ADJi AtlJvstable �20946-3228 ARCH ArchitecWml N/A Notapplimble 720.946.3004 �faxf 3. 1} is fhe coNracfors sole responsiblli}y �o fhoroughly reviaw and bemme �amillarwith all per�inen� o �. A1 NTS No} �o scale Prolect Manager: documents avoiloble regartling ihe consiruction of thls profect. Any omblgultV or tllscrepancy tllscoveretl Jce Church In fhe tlocumen}s shall ba immatliafely repodad }o }he archi}ect who shall make clariflca}lons and � � BL Brick/Masonry Latlga OA Overall Pro�CarolinOO�oea�rahi}ed.com e�la�tin��tothemepancypoortofhesfatlo�foonsfructonshal�lno�rellee�theoontracbr�ole�s on�sibilit S � - B�� B �d�ing OC Oncen}er q Y � p y r r� cking OVHD Overhead jecf Coortlinators g � J� Y3 BOi Bot m OPNG Opening }fom of carolineajoearchitecLcom 4. Chqngesortlevio�iontfromfhedowmeNs,mqdebV1heconfrqclor5ortheirsupplierswilhoW�hewriffen -__ � BRNG Bearing PSF Pountlspersquarefoo� mnsentotihe amhltec�, are una�ihorizetl changas to �ha work antl as such shall reliave ihe archltect of - / �� m BSMi Basament PSI Pountls per sq�are Inch AaronGarcia allresponsbltylorfheconsequencesatlsingthere(rom. �� - ��I - PLWD Plywood CIOIONaJjOBqfCIIi�BCf.COfll j��: . ��/�� CIP CPS�-IYI-�JIpC2 PL PIp1E 5. Prior to beginning any new work or insfallation, it is fhe coniracfors responsibility to inspect previo�sly I �� W i C WG Ceiling PNi PaiN Mechanical/Elecfrical/PlumbingEngineer: installedworkand/orsvbstrafeandverifythatallsuchworkissatisfactoryandcomplefetotherequired . \� - I�..I COL COWmn PTD Painted 3ContultingEngineers�3CE� Ievelofacceptancefoallowforthestartofs�bsequenfwoh.Thecommencemenfofanyworkshall - —� \ CONC Concrefe 1415 Park Avanue West Indim�e }ha} all previo�sly Ins�allad work and/or substra}e was fo�nd fo ba accepfable antl Ins}allad `� CONT CoNinuo�s R Riser Danver. GO 80205 according fo indosfry standards. Anywork found to be in unaccep7able condiflon shall be removed COORD Coordinafe RO Roogh opening CONqct' Bruce Pachlkorq qnd replqcetl at no adtlitlonpl cosf to ihe cllenf. I CTR CeNer RAD Rqdlus �303) 35]-1998 � Tr�.-- RE Referto 6. The controcbrs sholl vislt the pro]ecf sife prior fo estimating fhe cost of the scope of work and ptlor fo - -___ DBL Double RECEPT Recepfacle Denfal Equlpmen} P�ovlder' ordenng or fqbncating mqtenqls or beglnning any consfruc�ion rela�ed ac�ivi�ies for ihe purpose o� - - - DiL Defall REF Reference Henry Schein Dental bacoming comple}aty famillar wi�h �he si�e and all exis}ing condi}ions which migh} impacf }he cas� of, DIA Dlama}ar Req'd Reqoiretl MikeWooflEq�ipmen}Specialkt orperformanceoffhescopeolwork. � - DIM Dlmenslon REV Reviseld),Revislon �31]� 53&5314 .�� DN Down RFL Raflact (eci, ive� 7. All consfmdion is to be pedormed in accortlance wi}h all appllcable codes antl the req�irements of all " DR Door RM Room regulotory agences hwing ]urStlictlon overthe prolect Untlerno condltion tloes the archltect hove � DWG Drowings RPF Resllienf Plpnk Floorpng� responslbllty for ihe means or mefhods usad by fhe mniracfors In ihe performance of ihe work or for ---_ mndl�ions of sa�ety a� fhe pmlad si�e. � -- EA Each SEC Section ELEV Elevation SHT Sheet Bulltllna Code Summary 8. Tha confractors shall coordina}e all flnlshes, ma}erials, and colors wifh the architect ELEC Electrical SH WR Shower EQ Eqoal SIM Similar 9. nll exposetl steel svrlaces thaf are weldetl are fo be ground smoofh, ptlmetl and painted onless EXST Exlsting SPEC Spedficatlon Scope o( Work: 2622sq. fl. In�enortananf Pinish on lsY noteci otherwise. EXik Cxfenor SQ Sq�are floorofexisting2-story,fullysprinklered .. � . . SS StainlessSfeel }ype v8 bvilding I O- If, dunng the couae of any requletl demolltlon work or excavatlon performetl by the conirocto¢, owners, FD Floor drqin AL Steel Appl7cableCodeS: 20141ndlpnqBultlingCotle�BC2012Etlltlon� oro}hersunder�he�armso�fhes�bconfrac�orofheragraemant.hamrdovswasfeisenmunferedsama FNDN Poundafion STD Sfandartl shall be removed and disposed o! as reqoired by the authorities having juiisdiction over fhe prolect FIN Finish SiRQL Structoral 20121ndiana Fire Code �IFC 2012 Editionl 1�avel distance fo Exif 1= 64' The architect is nof knowletlgeable of the existence of hozordous waste and sholl not be heltl responsible FLR Floor�ing� 20101ndipnp Eneigy Conservaflon Code (ASHRnE 90.L 200]edltlon, as amendedl for fhe exisfence or removai of hazardous wasta � � Fi Pooryfeet T Tread 20141ndlana Poel Gas Code ( IFGC 2012 Editlon� � FiG Footer T.O. Top o! 20141ndianaMechanicalGoda�IMG2012Etlition� II.Theconfrac�orsshallkaeppremrsesfree�romaccumulallonofwaslema�enalsantltlebris.Theganeral � �� FURR Furrmng TD.0 Topofconcrete 2012 indiano Plumbing Code ( iPC 2006 Edition� i mn�racfor is responsibla for isola}Ing }he zone o� cons}mcflon in order }o minimize fhe Impac� of consfr�cf'on / FUT W}ure T8G Tongoe 8 groove onadjacentspacesandpropertlesoufsldeofthescopeoftFiscoMrod.ihegeneralconlracbrshallbe I i.O.W. iopo�wall Occupancy Classifcatlon'. B responsible for ihe removal antl disposal of debris and mbblsh In a legally approvatl manner. I � GA Gauge T.OS- Top o� s�eel Construdloniype: VB GL GritlLine TYP Typical 12. Dimenslon references are as follows unless noted othervvlse on drawings: �� GWB Gyps�m Boartl Faceo�concrefe I �� UL UnderwnlersLaborafories Tenan} Finkh Ara¢ 2622sq. ft Fbce o� masonry �� HDWR Hardware UNO Unless no�ed otherwise Faceofsheathingonextenorfromewalls / HC Handicapped UNF Unlinlshetl Total Building Araa: 14262sq. ft Face o� gyps�m boartl on Interior frame walls � - HDR Heatler Bailtling Height: 2 stones di�mensions�are�t �ihelr �enfetline uness�ootetl ot�erwie unle ��otetl�ofherv✓ise. All lumq h t�a work. � e � VERi Vertical M tll�sPre anciPs shall be brou h} �o }he aHen}ion of �he a¢h �ect before roceedl g w a Y P 9 P IJ II19 qll(i BI2C�1ICOI I — e L Q. LIf1Z Of VIF VBII�Y IIl fBllJ m000000 rawin s are to be vsetl In con uncfion with ---- --. � LOC Location V WA Veri� with architect p cupanf / 100 sq. ��. � 3. De}ails shobbl are folbeac�ons.q q I � � � I v Por}able fire LV L Lamina�ed vaneer lumbar Occu an} Load Fac�or: I oc fhe a II Occu aniLoad D W/ With onsideretltypicalforsimilarcontli�ionsunlessno�edo�herwise. � W/O Wi1hoW TotalEklfWltlfh: �02"/ocwpanry"2]occupanfs=54" extingvlshercabinef: 32" minimum clear width re 'tl 14_ Do not scale the tlrawin s. If uestions adse as to dlmenslonal re ulremenis, confact the awhltect DfaWlO Index 4' for danfica�ion. 9 I � � � 1 I I bca�Ion wlthln ]5' of 9 /� �} aii par�s oi oirce Sheef # Sheef Name Issue Date Number of Euts Requved: I exi� requlred, 2 exls provlded 15- Items of equipmenf or cons�mctlon no�etl N1C. are nof to be proNdetl untler ihe coNract, and dnless � e`=� nofed ofharwke shall be f�mished antl Ins�allad by clianYs sepam�e coNrad. ��}o o{) � Max.iravelDisfance}oExi}: 300ffallowed�sprinkleredl A00 Cwer 31MAR2020 16- All mqtenqls �ix�ures and equipmeN provitled under �hls coniroc� are �o be provitled In new contl tlon I I I �� A 0.1 Specificatlons 31 MAR 2020 wifh full manWac}arer's wononty, �nless noted otherwise, and are to be sfored and ins}alletl per the �p � � � A 02 Specificafions 31 MAR 2020 Fire Pro�ec�ion'. &Isfing b�ilding fvltyspnnklered manufacWrefs specifcafbns. Damaged Itemssholl be �eplacetl a� no addl�ional cost fo the dienl. /� R R � � A I 0 Pwd�cfSchedWes 31 MAR 2020 I�S--1 I-'�S-.1 r-�S--� @ H I tl d I N A � �_ A IJ DoorSchetlule & Hartlware 31 MAR 2020 I]. Provide wa�erresisYan� shee� rock a} all loca�ions which may ba vbjec� fo �ha adverse eHecfs of moist��a. � I� fl I Il fl I Il �I � _. A 2D Foor Plan 31 MAR 2020 S-I �J �! � n A SD Reflecfed CeTng Plan 31 MAR 2020 18. North arrows as depicted on drawing sef are for prolecf reference only. Conirac�ors are responsible for --- -- I I A 6.0 Intenor Elevafions 31 MAR 2020 veritying onentaFlon of project si}e antl scope o(work }o be completed prior to start o(work. i �� ,, �� . „, �� Proposed �I LOCd�IOfl Suite 110 �I L — ` �� i4 S / I \V....Dli..� RELEA5E0 FOR CONSTRIICTI�N Su6ject �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��' DATE: 07�� 4�20 � � K�_ �— /y. . �� !l1. Vicinify Map r, a�.ynn..�Wn�, Q %imaoµ5[M1oolv CVBQ QpM1pse9wk 8 WMem_i g �Pey o �oi�e�a��om.,,.�a ''.P'� mn g e e Qaoa.a�. aoo o�.� i ea0 .,.:..a 'n$ PoneltlPeeBa^GrewQ o� i .as 1„ Rg � r r .� � .�_ �a�a��2ap Prqecl,ocafion: 2149 Glebe S. Suife 200 Carmel. IN 46032 J . 0 �� .R � � � � � � � � � �, f - — �. .v �� _ � � �(�,.�,--. � Ir _�. � Trwal distance �o Eei� 2=67 Ci JOE �: � N U � 0 � t O � � U t N 3 0 � N j M � � N � N � i� O u� 8 d � N � o �U u T � \\\\\\QN�iou�C� �p �.�os ��sreqFRcti°: _ �5/08/2020� % - No AR10700096 ATE OF �/DIANP `•: ,,,/ �ip��CHuiW�C�\\\\\``• � REVISIONS � # Dafe Desrnptlon � � DAiE: 31 MAR 2020 PROJECiNO: 19082 DRAWN BY: JGCUAG ISSUEDF02: Consfr�c�ion � � Cover A 0.0 n �� i