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Home My WebLink AboutA103.1E D C 6 � � � � 33 � � ��6 NK i � _ _ � _ � � — � � — I .. KKS � � � � _ � � � � I _ _ � � `LL\. / % � � - �1 �� .. ` LLb II /` T NN.S I I �I \ ` / HH — — � � / � I � -I� - n � � � � / \ ...� — — � _ i � �\ MM / \`\ � I I I .. �. � ` \ � / \ \ � / C � I � � � � � \ I �{ / / � I I ��I_- .. / / \ / \ � \ MM / / \\ PP � I I / �%� \ � / � � � � / \� / � `�� %� / �� % � �� N � � �� \ I � Me hanical I � � � � NN � � � � � Eq�ipment � Compute / p � \ � � / � / �� fi00111 � � , A / � / A PP6 � � � 139 . ....� � Stora9e' � � � / V / � i / � � � � � � — �- 138A1 d_avz.. � � � � / i �� <GG 5 — — 1 1 � % � � � r� � / A� � � � � � / /. �/ � _ _ � / 3 � A � �, l / � �� V � � i� �\ � � � � � p �� // � � � �� QQ � � � � � � � � / � / � � � � � � / � / , � �� \ I � �.� � � � � A i �� < I � I � � �omputer � � ' � � �� I � �...� � � � � RoomB �� . � , �� -. i / � 7 — � � i � Electri al � : 137 �� . � � / ��i r � ; .. I I ! Roo B � ... / � ... ...v: .. \ / \ i ICorridor I I� �� 13 6 / (�/;; � / . � ��O � � / �� $9 � / �� _ � I ' �-\ � � / � � �� / A � � � � � GG � _ _ I —I � — I�� / ./ \ / Utilify � � � 3DLSJ % � i ' � � � T � _ _ _ _ ` / � / ///�� CiO� / / \\ /// / % / � � � � . � / � 136 � � �� x ,�e r _ y �i �� i i i i �� / �/, / / \ T` / � //� Switchgear ,.� s, ac o\7tS.�'_ Ji / /�/// i�. �— � � � � / � � � .....�/✓` ` � 134 � .,`� � ,. e"� ae.t �� ti � � i �� _ _ ` � \ � .. \ . �/ 9/ / 8 i � \ � / � / '� � � � / p � � �/ � / � � � � �� / � / � � . � � , ' � � � �" � � � �� .'• N 2 [ Renovation Floor Plan � � � � �� ,�. � � �� i�� [ 1/E�� = p_�" ,e � i °' , 2 � � � RR ExfsHng condud support A3.�/ � � � v � � UG�Ib/ � � � � i � � � Corridor � � �i.�,. � � �� j�� Ex1e0ng 81Be� ee81n / � � 135 � Electrical � � � � i ♦ � � � � �� exisnng auc� � Pro ectioiP �� R � 3� V i RR 5 3/4" H MIN A307 han8er �� R00111 � � / �� . � . � � / � roQtloublenu�atlowest �4� � A 10 - � V � � � / i hodzontal antl beam ` � � / � �� / / � �� (��P � � ..�Stand-By i � \ L3x3x3/BTrapeze � i G0�32fOf � /'� i honzon�al, TVP (3) lavels V � � � , � � L3x3x3/Bx3"Long \ � wl�h 1/2" 0 MIN A30] V�� . z bdtand3/4"II �/ � � � � �hreadetl mtl � � / i i ` wI�hHILTIHIT-HV � / � / / � / ' 2]0 epozy, G3/4" AA �/� / � \ � � embed � A � � � � \ � �` � � . ExisNng CMU well � � � / , - i �� / �\\ //' /\ � �� / . Notes: � . 1. Where enchor Is loca�etl el ungrou�etl cell, knock ou� fece shell of block h\ / � ebove antl qrout a minlmum of 8" below anchor to 8" above. � � / / 2. SupPotl to be located every 10' on cen�er. \ � � / � � i 1 E Detail - Trapeze Pipe Support � 1/4" = 1'-0" / ElecUicallMechanical Contrac�or to Coortlinate, E ui men�' aGG' � lA E RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel '�v�:��\i 1�.rvalM�� DATE: Qrj�08�20 C _Firsl Floor New fountlation wall below tloor', REFDetaillD/ A5.1 Tapo�Foo�ing .. Existing concrete footing; no pipe shall pass ihmugh looting. New concrete duct bank below foo�ing; REF'. ME Drawings Detail - TYP Pipe Trench Perpendicular 1 D to Foundation 3/4" = 1'-0" C q P ME Dra� if4 DWLS Q OC epoxy inro slab p arountl perin � Equipmentanchorage per MFGR � i►�: • � � . � � �Fn These general notes tlescribe typical renovation plan requiremen�s unless specifically noted otheiwise. A. All partitions �o be �ype'C' unless no�etl othervuise. Refer [o parti�ion [ypes antl no�es on ihis sheet for atltlitional inlormation. B. Referto MERFP documents for remaintler informa�ion no� indicated on Architecturel Plans. Q Ins�all water resis�an� gypsum wall boartl a� all "wef' locations. �. Palch and repair all exisling surfaces as necessary before applicalion of new fnishes/ma�erial. All tlefective Mishes shall be removetl antl repairetl prior to application of new material. E. NOTUSED F. Refer ro Sheet A5.1 for all scheduled doors freme types and hardware information. G. Refer ro Shee[ A3.1 for information on paeition types. H. The word Align as used in �hese tlocuments shall supersede any dimensioanl information intlicatetl. If tlisrepencies occur no[ify the Architec[ immitliately. I. Typical tlimensions are �o Me face of new construction or �o �he column center line. Refer to enlargetl plan tle�ails for atltli�ional informa[ion. J. Working from established lines and points establish and maintain dependable markers for lines antl levels of work. Wlcula�e tlimensions antl measure for layout of work. �o nol swle ihe drawings. Record any deviations (if any) from drowing informa�ion on exis�ing wndi�ions and review wi�h A¢hitec� at �he �ime o( discovery. K. All angles are 45, 90, 135 tlegrees UNO. L General Con�ractor antl/or Subcontractors are responsible for examining antl conforming all subslrete conditions where new materials are applied. SubsrWle shall be smooth, free fmm de(ects and shall conform to �he requiremen�s of �he fnish material manufacWrers recommenda�ions. M- Provide matal orfire relardant wood blockinB �or all signs, hooks, roilet room accessories, antl any other ceiling or wall moun�etl equipmenL Coortlinate all blocking requiremenis requiretl wiU Archi[ect. N. Coortlina�e work of various tratles in ins�allation of imerrelatetl work before installation of work by any hatle, inclutling ventlore. General Con[ractor to make pmper provisions �o avoid in�erference. O. Coordinate any requiretl slab, sWCWraI, or existing building modifica[ions with owner prior commencing work. Refer to MEP/FP drawings !or addilional informalion. P. All permanent fixWres are ro be scribetl and caulketl for a gap Gee appearance. Q. Roofing penetra�ions, if required, shall be coortlinated with owner. R. Contml joints in gypsum board assemblies indicated on plans and interior elevations are shown at seleGt areas only. p is General Contracto5 responsibility �o provitle conVol join�s in all gypsum board assemblies �o mee[ requiremenLs ou�linetl by usc 5. Dimensions notetl Clear", "CLR" or "Hold' mus� be acwra[ely main�ainetl antl shall nol vary more ihan tl- iB" without approval fmm the Architect. T. All signage is NIC unless notetl otherwise. U. Generel Conirecror to provide portable fire extinguoshers at ihe job site as required by lowl fire tlepatlmen�. V. Pmvide blocking as required for all wall mounted eQuipment. W. Paint all existing tloors & Games within ihe project area to match exis[ing color, use semi-gloss enamel or equal per spea Paint color lo match MI50 Building S�andards. �i'll .. II,C.[nl � � � � Existing wall to remain - Protect during consVuction Existing Door to Remain - Protect dunng constmction Pmposed parti�ion - RE�. Patlition Types tor adtlitional W FO Pmposed furring sNds. RE: Parti�ion Types for additional MFO Pmposetl dooq Game antl hartlware Keynote Legend - Renovation Plan ONo Archi�ectural work �his room, REF: ME tlrawings for adtlltlonal work New concrete housekeeping pad, cooNinate sizes and O2 loca�ions w/ ME Drawings 8 equipment manufacWreq REF: �e�ai11B I A3.1 New 4" concrete sidewalk lo meetup with existing O3 concre�e i� is adjacent �o. ('Deduct Altema�e #7 - No new conere�e sitlewelk.) New exterior concrete egress landing. Minimum of 8" O4 �hick. Maximize �hickness withoN dismpting existing drain �ile pertormance. ONew exterior concrete patl. Minimum of 8" [hick', coordinate wi�h ME & manufacWrer for slab thickness Existing slab on gratle or O New u�ilily Wnnel; REF: Detail iD I A3.1 slab on geofoam fill ONew door, REF: Door Schedule. OExisting wall 8 foo�ing contli�ion unknowq �o be verifed in feld. 6x6 - W2.9 x W2 9 W WF O 7atch concre�e as needetl for installation of new utility Wnnel. �� Exis�ing door hardware �o be replaced; REF. Door Schetlule. Detail - TYP Housekeeping Pad for New 16 Equipment on Exist Slab 3/4" = 1'-0" '.0 � � FoxArchitects 1 Memorial Dt Suite 1800 S[ Louis, MO fi3102 Main:314.621.4343 Faz�. 31a.821.0281 �ox@�oxarch.mm www loxarch.com Owner MISO Ener9y RonMumaw Architect Fox Architects 3 John Berentlzen MEP Enqineer TechSite Charlie Wlodyka m Pm - in n� � i n a� m n� �or iy� me t�I at M1 N M1 tNid �g � t t � — - IA d � � M1�Ng�A I IIII 1� a ao o aoym n� iro n� � o iva i�ms y au o �inyi nui .a �a d �� It�NgV I m a aa � i n m i im nn � na �9 PPM y o a i m o� o I c iv. i� n u r o i a p a o� reo�aucea �n weoie or oen. or rorany mner W roose o.uroie�r wmomme wm�e� co�eem oime ercnren. Pmlessonel5eel�. STATE OF 2 � J JOM1n Beren@en � ARCNRECI qR11900015 C N � U [6 Q OJ � [6 � � L � O N c� do O � � a � Y a= O -� _ - N � U � a � d � d �U � � a � � C� � 0 C Q� � Issuenbrcon9rvc6m �Q�js/Z�ZQ REVISIONS No. Description Uate P��eE�� 1s41.00 s�ee,No. A3.1 anmowizueaePni Notes: 1. "T" as required by equipment manufacWrer, minimum 3 1l2". 2 Por the loca�ion o� pads coordina�e with manufacNrer ot new equipmen�, tlimensions in plan are no[ Mal.