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Home My WebLink About15034_CD's Combined.pdf1 � • �' 1 � � � A/C - air conditioning F�G - flooring OC - an center ACdIJS - acoustic(al) FT - foot, feet OD - outside diarr�eter ACT - acoustical tile FTG - footing QH - overhead door AD - area drain GA - guage OHD - opposite hand AFF - above finished floor GALV - galvanized OPNG - opening AHU - air handling unit GB - grab bar OPP - opposite A�T - alternate GCT - glazed ceramic tile QRD - overflow roof drain ALUM - aluminum GFRC - glass fiber reinforced AP - access panel concrete P - paint ARCH - architect(ural) GFRG - glass fiber reinforced PC - precast concrete ASSY - assembly gypsum PERF - perforated GI - galvanized iron PL - plate BOC - bottom of curb GL - glass PLA - plaster BD - board GL BLK - glass block PLWD - plywood BLDG - building GLZ - 9lazing PP - power pole BLK - block(ing) GFiD - ground PR - pair BM - beam or benchmark GWB - gypsum wallboard PRCST - precast BRK - brick GYP - gypsum PREFAB - prefabricated BRZ - bronze PSF - pounds per square foot BSMT - basement HB - hose bibb PSI - pounds per square inch BTM - bottom HCD - hollow core door PTD - painted BOW - bottom of wall HCM - hollow core metal HCW - hollow core wood QT - quarry tile CAB - cabinet HD - head CER - ceramic NDW - hardware CNW - chilled water HGT - height � - riser CI - cast iron HM - hollow metal RA - return air CIP - cast in place HORIZ - horizontal RAD - radius CJ - control joint HPL - high pressure laminate RB - rubber base CL - centerline HR - hour RD - roof drain CLG - ceiling HVAC - heatinglventilationl REF - refer(ence) CMU - concrete masonry unit air conditioning REINF - reinforced CO - clean out REQD - required CO� - column ID - inside diameter RES - resilient CONC - concrete IN - inch REV - revision CONST - construction INSUL - insulation RH - right hand CONT - continuous INT - interior RHR - right hand reversed CORR - corrugated INV - invert RM - room CPT - carpet RO - rough opening CT - ceramic tile JAN - janitor CTSK - countersink JST - joist S - south CW - curtain wall JT - joint SCHED - schedule SCW - solid core wood DBL - double SECT - section DET - detail KIT - kitchen SF - square feet DIR - diameter SNT - sheet DIAG - diagonal �g - laboratory SIM - similar DIM - dimension �M - laminate SPEC - specification(s) DIV - division �V - lavatory SQ - square DL - dead load LF - lineal foot SQ FT - square feet DN - down LN - left hand SQ IN - square inch DS - downspout LNR - left hand reverse SST - stainless steel DWG - drawing LL - live load STd - standard LTG - lighting STL - steel E - east LVR - louver STOR - storage EA - each STF�UCT - structural EF - each face M - meter SUSP - suspended EJ - expansion joint MACH - machine ELEC - electric(al) MAINT - maintenance T - tread ELEV - elevation, elevator MAR - marble T&G - tongue and groove EPDM - ethylene propylene MAS - masonry TEL - telephone diene monomer MAT� - material TOC - top of curb EQ - equal MAX - maximum TOW - top of wall EQUIP - equipment MECH - mechanical TYP - typical EV - extruded vinyl MEZZ - mezzanine EW - each way MFR - manufacturer VB - vinyl base EWC - electric water cooler MIN - minimum VCT - vinyl compositian tile EX - exposed MISC - miscellaneous VERT - vertical EXH - exhaust MM - millimeter �C - vinyl wall covering EXIST - existing MO - masonry opening EXP - expansion MTD - mounted W - west EXT - exterior W/ - with FD - floor drain MTL - metal W/O - without FDW - foundation MUL - mullion W/W - wall to wall FE - fire extinguisher WC - water closet FEC - fire extinguisher cabinet N - north WD - wood FIN - finish ed _ WF - wide flange i) NIC not in contract WGL - wire glass FIX - fixture NO - number WPT - working point FL - floor NQM - nominal WV1/F - welded wire fabric NRC - noise reduction coefficient YD - yard, yard drain NTS - not to scale WALL SECTION HATCH PATTER�IS PLAN HATCN PATTER�S ONE HOUR WALL TWO HOUFi WALL SMOKE COMPARTMENT � , � APPLICABLE CODE: 2012 IBC WITH INDIANA AMENDMENTS SCOPE OF PROJECT: TNE RENOVATION WIL� COMBINE TWO EXISTING INTERIOFi ROOMS. THIS WI�� A�LOW FOR ADDITIONAL PLUMBING FIXTURES TO BE ADDED TO AN EXISTING MENS TOI�ET ROOM. NO SQUARE FOOTAGE WI�� BE ADDED TO THE BUILDING. THE ADDED FIXTl1RES ARE ABOVE AND BEYOND THE CURRENT TOI�ET ROOM FIXTURE REQUIREMENTS. OCCUPANCY CLASSIFICATION: BUSINESS, GROUP B [304.1] CONSTRUCTION TYPE: TYPE III-B FIRE FiESISTANCE REQUIREMENTS: NO RATED AREAS WILL BE AFFECTED BY THE RENOVATION AUTOMATIC SPRINKLERS: NFPA 13, PROVIDED THROUGHOUT EXITING: EXITING IS NOT IMPACTED BY TNIS RENOVATION. 1. ALL DIMENSIONS ARE TAKEN TO FACE OF METAL STUD, FACE OF CONCRETE, FACE OF MASONRY, FACE OF EXISTING FINISHES, OFi FROM CENTEFi �INE OF EXISTING COLUMNS UN�ESS NOTED AS C�EAR (CLFi.) C�EAR DIMENSIONS INDICATE FINISH SURFACE TO FINISH SURFACE SPANS BETWEEN WALLS OR FFiOM FINISH SURFACE OF WALL TO LATCH/HINGE OF ADJACENT DOOFi. 2. CONTRACTOR SHAL� VERIFY THE EXISTING CONDITIONS AND PFiOMPTLY NOTIFY THE OWNER AND THE ARCHITECT OF ANY CONDITIONS THAT RRE IN CONF�ICT WITH THE PROPOSED WOFiK OFi AFiE IN VAFiIANGE WITH THE CONSTFiUCTION DOCUMENTS. 3. CONTRACTOR SHAL� PROTECT EXISTING MATERIA�S, COMPONENTS, AND FEATURES TO REMAIN, BE SALVAGED, AND/OR FiEUSED. 4. CONTFiACTOFi SHAL� COORDINATE WITH THE OWNEFi AND OTHER GOVERNING AUTHOFiITIE5 CONSTRUCTION TFiAFFIC ACCESS TO THE SITE AND DESIGNATE CONSTFiUCTION ACCESS THROUGHOUT TNE BUI�DING. 5. THESE DFiAWINGS INDICATE THE GENEFiA� SCOPE OF THE PFiOJECT IN TERMS OF ARCHITECTURA� DESIGN CONCEPT, TNE DIMENSIONS OF THE BUILDING, AND THE MAJOR ARCNITECTURAL E�EMENTS. AS GFiAPHIC DOCUMENTS THE DRAWINGS DO NOT INDICATE OR DESCRIBE THE WORK FiEQUIRED FOFi THE FU�� PERFORMANCE AND COMPLETION OF THE CONTRACT DOCUMENTS. ON THE BASIS OF TNE GENERAL SCOPE INDICATED OR DESCRIBED THE CONTRACTOR SHALL STUDY THE DFiAWINGS AND THEFiE GENEFiA� INFEFiENGE TO FURNISH THE ITEMS REQUIFiED FOR THE PROPER EXECUTION AND COMPLETION OF THE WOFiK. 6. A�� DESIGN TEAM DRAWINGS SHA�L BE USED TO �OCATE BUILDING ELEMENTS. GONTACT THE ARGHITECT WITH CONFLICTS, DISCREPANCIES, AND OMISSIONS PFiIOR TO COMMENCEMENT OF WOFiK. WRITTEN DOCUMENTATION SNA�� BE PFiOVIDED BY CONTFiACTOFi REGAFiDING SUCH ITEMS. 7. GOOFiDINATE AND SCHEDULE A�� WORK WITH OWNER. ��5,0 �� NOFiTH COMPASS DIRECTION EXISTING GRADE CONTOUR EASEMENT LINE ", I I,,,,,, I I,,,, I MATCH LINE 1 5/8" � �� T.O. FLOOR SLAB �'� - — - - - _ ---- - -- - E�EV = 0'-0" � 712.20' 711.20' CENTER �INE DIMENSION LINE BREAK LINE STAIR DIRECTION �INE NOTE REFERENCE �INE KEY NOTE REFERENCE �INE �EVE� LINE EXISTING POINT OF ELEVATION NEW POINT OF E�EVATION 789.50' POINT OF ELEVATION @ TOP OF CURB 789.00' POINT OF ELEVATION @ BASE OF CURB FENCING 1 2. 3. 4. 5. � 0 ALL WALLS SHOWN DASHED ARE TO BE REMOVED. WALLS TO BE FiEMOVED SNALL BE REMOVED IN FU�L UN�ESS NOTED OTHERWISE. FiEMOVE TO SUBFLOOFi MATEFiIA�, A�L F�OOR ATTACHMENTS, AND GFiIND SMOOTH REMAINING ITEMS FLUSH WITN EXISTING FINISH F�OOR. PATCH AND FI�L ANY VOIDS LEFT BY REMOVAL OF EXISTING WA�� WITH EXISTING FINISH FLOOR. ALL DOORS SHOWN DASHED ARE TO BE FiEMOVED UNLESS NOTED OTHEFiWISE. REMOVE DOOR, DOOR FRAMED, DOOFi HAFiDWAFiE AND ASSOCIATED ANCHORING 11NLESS NOTED OTHERWISE. ANY F�OOR MATERIALS THAT ARE TO BE REMOVED SHAL� BE REMOVED TO SOUND SUB-BASE MATERIA� INDICATED AND ARE TO BE FREE OF GLl1ES, FASTENEFiS AND FILLEFiS. FURNISN AND INSTALL TEMPORARY BARRICADES AT ALL LOCATIONS CREATED OR FiEQUIFiED AS A FiESU�T OF THIS WOFiK. TNESE DRAWINGS WERE DEVELOPED FROM R VISUA� SURVEY OF TNE EXISTING CONDITIONS. THE AVAI�AB�E ORIGINAL AFiCHITECTUFiA� AND STRUCTURAL DRAWINGS HAVE BEEN USED FOR LOCATION OF STRUCTURAL SUPPORTS. THE INFORMATION REFLECTED IN THOSE DRAWINGS DOES NOT GUAFiANTEE THAT A�L THE AS-BUI�T CONDITIONS HAVE BEEN REPRESENTED. ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS ARE TO BE VEFiIFIED IN FIE�D BY THE CONTRACTOFi OR SIJBCONTFiACTOFiS PFiIOR TO CONSTFiUCTION OFi FABRICATION. THE CONTRACTORS ARE TO FIELD VERIFY RLL EXISTING CONDITIONS WITH THE CONTFiACT DOCUMENTS. NOTIFY THE AFiCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE PROCEEDING WITH TNE WORK. A�� EXISTING CONSTF3UCTION TO REMAIN IS TO BE PROTECTED DUFiING THE DEMO�ITION AND CONSTRl1CTI0N PROCESS INCLUDING BUT NOT LIMITED TO A�L WA�LS (STRUCTURA� AND PARTITION), CEI�INGS, F�OORS, DOORS, AND FINISHES ETC. AT COMPLETION OF THE CONTFiACT ALL WALLS, CEILINGS, AND FLOOFiS ETC. ARE TO BE CLEAN OF DEBRIS AND DUST RELATED TO DEMOLITION AND OR CONSTRUCTION. � � _ � � � � � � • � • � � � •. • � • • . � � � � � �� i 9. A�L REMOVED DOORS, FIXTl1RES, ETC. ARE TO BE STOCKPILED FOFi REVIEW BY OWNER FOR POSSIB�E STORAGE. ITEMS TO BE SALVAGED AFiE TO BE RE�OCATED TO OWNERS STORAGE AREA. A�L OTHEFi MATEF3IALS ARE TO BE REMOVED FFiOM SITE BY CONTRACTOR . 10. CAP ALL ABANDONED CONDUITS AT POINT OF TEFiMINATION AND MAINTAIN ANY REQUIF3ED FIRE SEPAFiATION. 11. CONTRACTOR TO PROVIDE FILTRATION IN THE EXISTING AND OR NEW MECHANICAL SYSTEMS TO E�IMINATE DEMOLITION AND CONSTRUCTION DUST FFiOM ENTEFiING ADJACENT PORTIONS OF THE BUILDING. 12. PROTECT A�� EXTERIOR AREAS DUFiING CONSTFiUCTION. DISTUFiBED AFiEAS AF3E TO BE FiEPAIFiED TO �IKE NEW CONDITION. 13. REFER TO AND COOFiDINATE ALL DEMOLITION DOCUMENTS. EXISTING STRUCTURAL REFERENCE GFiID STFiUCTUFiA� FiEFEFiENCE GFiID % �--------�`\ DETAIL REFERENCE � � DFiAWING NUMBER \ � _� SNEET NUMBEFi ��________��10/A5.01 - - 1/A3.01 1/A3.01 gUILDING SECTION FiEFERENCE � SHEET NUMBEFi ------------------ D FiAW I N G N U M BER � 1 /A2.01 / 1/A3.02 WA�L SECTION/DETAIL REFERENCE � SHEET NUMBER DF3AWING NUMBER . � . . . . . �`� : ' 100A DOOR NUMBER W1 WINDOW NUMBER � REVISION NUMBER MAIN OFFICE AFiEA NAME AND ROOM N�MBEFi 100 1,000 S.F. MAIN OFFICE 100 FINISH P�AN Fi00M INFOFiMATION F1 B1 W1 BASE MATEFiIAL AND FINISH Z WA�L FINISN FLOOFi MATERIAL AND FINISH MAIN OFFICE RCP Fi00M INFORMATION 100 ..........1.2 .o .................. CEILING HEIGHT AG1 � CEILING MATEFiIAL AND FINISH A WA�L TYPE REFERENCE A � @ C � d 1 PL EQUIPMENT REFERENCE NUMBEF3 ANG�E AT CHANNEL CENTER�INE PENNYWEIGHT PEFiPENDICU�AR PRRAL�EL PI_ATE " GARMEL, IN 46032 0 0 � � SHEET INDEX GEI�ERAL G0.0 INDEX SHEET ARCH ITECT� RAL A1.1 PI_.ANS AND DETAILS A2.1 WALL SECTIONS AND ELEVATIONS MECHANICAL H2O1 HVAC P�P,NS P�UMBI�G P201 P�UMBING PLANS P601 P�UMBING SCHEDULES E�ECTRICAL E201 E�ECTRICA� P�ANS E601 E�ECTRICA� SCNEDULES r �r ,'- � � � � �' �.., � �, � i; Browning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7000 F: W: Vector Consulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: �I iii'ii�� il,'(I, III II III illl1pl III Ili V Il;ili il iu � �, i iliip� I i��4 �I �I�u� �� u�� i�l�' i�� , �ii� I�u �r ��i ili i�I i� (�Cii �� G t ri �I� �I d i ��I I ii ��iit ii'' � Ili''�II il V � I ,Ii�ll ��i I �� I��IIi �I �h, I� �I �� I' �� I I��I�� I ul � i �I i� � Vi1 �a �� u��'il II =�;�ll � �� ^ � i�. � 91 �{ I� �I q iNIIfIII�� iIIIIIIII��IGIu I IIIIIII �i��II�IpIiI�IIIIItlII��IIpIIIIIIIIIIIIIII�IiII�IIIIIIIIIIIIIIIIMIIIIIIIIIIIIqIIIIIII � k � i i I � � aV � �II�'.��I �I �� " �6 i u li � � � �� IIIII � �IIiIIIIIIIIIIIVIi ��iP i �u i � i�° i�l I� . il�� lii��l��ll IIIOi� I�� iII��I�II�IIII�I�� iiliiVlllll��. : p I'�III�II II �IIII��uillli IV �o �I(II � ��uiimi�iiiiimiiuiiiuiql�l�iiii�iu�lliii�iiiiil�ll�llllll �� I�I�III�Ou�i'll��iiiilV�IIII��IIII�IiIIIII�II�Iljikll<<V �� I�� I� ��,um II�I�� II��I�II i�iii(qpiupii�qqii ��I�II Il�l�ii��l ��I� �I�mu�mo � Ipl��i�i�il��li � CERTIFICATIdN Construction Documents ACES - Mens Restroom Renovation 4140 West 99th Street Carmel, I N 46032 Project No.: 15A034 Drawn By: J. Fram Checked By: G.J Scale: See Drawing Issue Date: 22 July 2015 INDEX SNEET � , , LAY-IN CEILI PTD. GYI , 5'-0° C�R 3'-4" 1'-0�� . 3�_6�� I N z � �� - � i� - �o � T -�-- N � _�_—� O � � �J N E:� �� CEILING DETAI� __ SECTIO�I A1.1 1-1 /2" =1'-0" TYPICAL LIGHT COVE - SECTION A1.1 1-1 /2" =1'-0" � U�r = � ACCESSIBLE URINAL ��a•�T.i � ACCESSIBLE WATER CLOSET WATER CLOSET X z Q � c� � N N ACCESSIBLE �AVATORY . �''1 � 0 � 36" GRAB BAR 12" 3'-6" 0 � 0 CV 42" GRAB ACCESS BAR PANEL • '�� . ♦ ♦ �. � R1.1 1 /4" =1'-0" RENOVATED __ RC P A1.1 1 /4" =1'-0" a _ a � Q � DEMOLITION RCP A1.1 1 /4" =1'-0" TOILET ROOM ACCESSORY SCHEDULE TAG DESCRIPTION MFR FINISH NOTES GB1 GRAB BAR - 42" 8-6806X42 MATCH EXIST GB2 GRAB BAR - 36" 8-6806X36 MATCH EXIST GB3 GRAB BAR - 18" 8-6806X18 MATCH EXIST TP TOILET PAPER HOLDER - MATCH EXIST TS TOILET SEAT COVER DISPENCER - MATCH EXIST HK COAT HOOK - MATCH EXIST SD FOAM SOAP DISPENSER - MATCH EXIST MI MIRROR - MATCH EXIST GR GROMMET WASTE CHUTE - MATCH EXIST AP ACCESS PANE� - 18"x24" - MATCH EXIST ACCESSORY NOTES: - ALL ACCESSORIES TO BE MOUNTED TO BE ADA COMPLIANT. - ALL TOI�ET PARTITIONS TO BE ADA COMPLIANT. - ALL TRADES TO COORDINATE REQUIRED BLOCKING. - SALVAGE AND REUSE GROMMETS AND SOAP DISPENSER WITH APPROVED MATCH. - PROVIDE UNDER �AVATORY GUARD, BROCAR PRODUCT, TYP. AT EACHLAVATORY 10 2/A2.1 ��-� _�� ... ^��.- � � � � �,� � MEN A2.1 -- � A154 ..�--''� 10 5 � - ----------..........------- ------ ------------------ ------- ------ ----- � 1 TYP g GR S MI - � � � `�� mm.�� TP - GB3 5'-0 1 /2�� - GB1 -TS�; �� n Cz.�3 ------- J------------=� �r � N z � - -� --- � � � Q — �n � 0 Ir N I � � I 1 A1 �i 4° 2'-9 1/2" 2'-9 1/2° 2'-9i 1/2" +/- �i � HK ME 11 ��-- 4 A2.1 �i A145 � il �- DOOR STOP ' ., � � RENOVATED FLOOR PLA�1 1 /4" =1'-0" DEMOLITION FLOOR PLAI� A1.1 1 /4" =1'-0" -. � • • 1. VERIFY EXISTING CONDITIONS INCLUDING CONCEALED AREAS TO BE INC�UDED IN NEW CONSTRUCTION. 2. A�� NEW FINISHES AND FIXTURES ARE TO MATCH EXISTING. SUBMIT SIMILAR FINISHES FOR ITEMS NO LONGER MANUFACTURED. ALL FINISH SUBMITTALS TO BE SUBMITTED TOGETHER FOR COMPREHENSIVE REVIEW. 3. TOI�ET PARTITIONS ARE TO MATCH EXISTING. 4. COORDINATE ALL ARCHITECTURAL, MECHANICA�, PLUMBING AND ELECTRICAL DRAWINGS. 5. PROVIDE A SEAMLESS TRANSITION FROM EXISTING TO NEW, TYPICAL. DEMOLITION KEY NOTES � OA REMOVE DOOR, FRAME AND ASSOCIATED HARDWARE. O REMOVE LIGHT FIXTURES, MECHANICAL ITEMS, SPRINK�ER, �AY-IN CEI�ING AND GRID ASSEMBLY. O REMOVE WALL AND ASSOCIATED FINISHES TO THE EXTENT OF REQUIRED FOR NEW CONSTRUCTION. DO REMOVE VANITY, BOWLS, FAUCETS, AND ACCESSORIES. E� REMOVE P�UMBING LINES AS REQUIRED. FO REMOVE & SALVAGE PAPER TOWEL DISPENSER FOR REUSE. OG REMCIVE GYPSUM BOARD AS NEEDED TO INSTA�L SOUND BATT INSULATION. HO REMOVE MIRRORS TO BE REPLACED. O REMOVE EXISTING FLOOR FINISHES AS REQUIRED FOR NEW WORK. PLAN KEY NOTES 'l �J� O NEW SOLID SURFACE COUNTER W/ INTEGRAL BOWLS, BACK AND SIDE SPLASH. O2 RELOCATED PAPER TOWE� DISPENSER. 3O F�OOR DRAIN, COOR. W/ MEP DWGS. O4 TOILET AND URINA� PARTITIONS. O5 STAIN�ESS STEEL TI�E TRANSITION STRIP. O6 PROVIDE ALUMINUM CLOSURE STRIP AT GAP BETWEEN WA�� TI�E AND PARTITION. O7 INFI�� WALL TO MATCH ADJACENT. PAINT WEST SIDE OF WA��, CORNER TO CORNER. 8O PAPER TOWEL DISPENSER TO REMIAN O9 REP�ACE AND ALIGN MIRROR JOINTS WJ NEW VANITY LOCATIONS, TYP. AT EACH. 10 REP�ACE F�OOR FINISHES CARPET, TILE W/ SEAMLESS APPEARANCE. 11 NEW TI�E FLOOR & BASE TO MATCH EXISTING. NOTE: SEE 'TOI�ET ROOM ACCESSORY SCHEDULE' FOR VANITY ITEMS. RCP KEY NOTES 0---- 20 GYPSUM BOARD BULKHEAD, PTD. 21 �IGHT FIXTURE, REFER TO MEP DWGS. 22 EXHAUST & RETURN, REFER TO MEP DWGS. 23 �AY-IN CEILING TI�ES AND GRID SYSTEM. NOTE: RELOCATE SPRINK�ER TO PROVIDE REQUIRED COVERAGE. � � � rr � � , r� , i i ' ! Browning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7000 F: W: Vector Consulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: ii, iii Miiiiq�iil ili �16 �II II III III1111 III Ili V il,ili il iu � � �, � „ °��' � 'i��; o i�, �� ii 1' � ,u��,,i� �'',�� ; , i li . u� , �ii� I�u' 'M1 ili �� i� pi�i i �� ai p i d i° ��it �i�� li'�I�'�Ili � �, � �II II�IiV (I �h� I� �I I� I �' �I II i II,�I �li� lll �� I� ii � �i� �� P iuu�'il II � �II a I i li � � i�.i 3� I I �{ I� �I i illlll I�I�� illill�i I� IGlii I IIIIIII �I��II�Ipip�IllllVll � IIIIIIIIIIIIIII�IIVIIII � �� € ��I�� III�� IIIIIIIIIIIIIII@I@Illlpl(qll(IIII p��. � �°� iC �� 'll I � ��'�' �III �� I�IIIII IIII ��IIIIIIIIIIIIIIVV� ali�il V�u il� II �I � tll IIIIIIIIiIiill�llll�lll�lll � I�IIIII III ��uiisiuouiimiooiiuig illn��lluuumu�lllllli �� I�� ii+ul' Ip� iilll �' �I ��I�'il�l�liiiim��ill�ll�l I�� ii iill�l pdu�ll I�I�mmuiuiium+�i' �IIIIII I�IIIIII�iuiiV�l III�I� II�II�IIj��F Ill U II uuo � I ii II �uui II�I�� Il��l�ll oi�giipiiiimi�iii ��I�II Il�l�ii�l,�l I�i� iiimipmo IpiiiiMiiillll�li : CERTIFICATION Construction Documents ACES - Mens Restroom Renovation 4140 West 99th Street Carmel, I N 46032 Project No.: 15A034 Drawn By: J. Fram Checked By: G.J Scale: See Drawing Issue Date: 22 July 2015 '� CEI�I�IG NT. g� F�Fv = �o�'-o �'� FI�11S1-� E�_001� �s F�FV = 100'--0>, jb CEI�I�1G HT. q� E�E� -- 1 �8'-0" � �INISN ��_OQR �� E��V = 100'-0" �T PTD (BEYOND) i TI�E I TILE BASE �— BASE (BEYOND) SOl1TH (A154) • ' II` . ALIGN MIRRCiR JOINT W/ TRASH GROMMET, TYP. GR TYP �'� CEI�I�IG NT. q� F�Ev - �08'-0" WAL�TILE(T-1) �� WAL� TILE (T-2) WAL� TILE (T-3) ;%�; TILE PATTERN TO MATCH EXISTWG �II�ISE� �� OR �.... ------ __ -- � F�.EV 100' �» ONE LAYER 5/8" GYPSUM BOARD EACH SIDE, APPLY WITH 1" TYPE S DRYWAL� SCREWS 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIAZ STUDS. STAGGER A�� VERTICA� AND HORIZONTA� JOINTS 24" O.C. EACH SIDE AI OPPOSITE SIDES. EXTEND 4" ABOVE CEI�IP AT NEW WALL LUCATIUNS. ONE LAYER 5/8° GYPSUM TILE BACKEFi BO� ON WA��S TO RECEIVE WA�L TILE. 3" SOUND BATT INSU�ATION, WA�LTYPE'A 3-5i8" METAL STUDS AT 16" O.C. EXTEND 4" ABOVE CEILING 4 7/8" 5/8" 3 5/8" 5/8" --�--�A WA�� TYPE ��A�� DESIGNATION A�� WALLS AFiE WALL TYPE "A" UNLESS NOTED OTHERWISE A1 WA�� TYPE "A1" DESIGNATION WA��S ARE WA�� TYPE "A" W/ GYP. ONE SIDE ONLY AS WA�� TYPE "AS" DESIGNATION WA��S ARE WA�� TYPE "A" W/ 3" SOUND BATT. A2.1 �'� CEI�ING Hla g� E�Ev — � o�'—�" PAPER TOWE� DISPENSER TO REMAIN SS VANITY & BACKSPLASH W/ INTEGRAL BOW�S GUARD TYP. '� �II�ISI�I �I_OOf� �� E��V = 100'-0" �, WAL� TYPE 1-1 /2" =1'-0" WEST (A145) A2.1 SOIJTH (A145) '� CEI�ING HT. a�� E� �v _- � 08'-0„ �'��II�I�N FI OOR --- -- �� E�EV = 100'--0" II�TERIOR �L�VATIOI�S 1 /4" =1'-0" EAST a � a WAL� SECTION A21 1-1 /2" =1'-0" VALL • •�' '� � • � • �` .ADE' W/ W2.9 •, .. _ WALL SECTION A2.1 1-1 /2" =1'-0" • •�' �: ;;� •� � � �\ 'S22 �� rr � � , r� , � Browning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7000 F: W: Vector Consulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: CERTIFICATION Construction Documents ACES - Mens Restroom Renovation 4140 West 99th Street Carmel, I N 46032 Project No.: 15A034 Drawn By: J. Fram Checked By: G.J Scale: See Drawing Issue Date: 22 July 2015 WALL SECTIONS A�ID E��VATIO�IS . S CAL E: 1/4" = 1'-0" SCALE: 1 /4" = 1'-�" TAG E F-A � MANUFACTURER GREEHECK z � MODEL GB-131-4 WEIGHT 6� V-PH-HZ 120-1-60 U w H P 1 /4 w DISCONNECT MFR Z CFM 1200 Q � EXTERNAL STATIC PRESSURE 0.625" NOTES 1 1. PRaVIDE TRANSITION FOR NEW FAN TO INSTALL � 4N EXISTING CURB AS REQUIRED. w � 0 z PLAN NOTES: 1 REMOVE DIFFUSER AND CLEAN. INSTALL DIFFUSER INTO NEW CEILING GRID AND RECONNECT TO EXISTING BRANCH DUCTWORK. 2 INSTALL NEW EXHAUST INTAKE TO MATCH LAYOUT AND �ONSTRUCTION OF EXISTING EXHAUST INTAKE IN LIGHT COVE. 3 BEFORE DEMOLITION OF EXHAUST FAN EF-2, QETERMINE EXISTING CFM BALANCE. BALANCE NEW EF-A TO EXISTING CFM + 300 CFM. Brawning Day Mullins Qierdarf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7Q00 F: W: Vector Cansulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: `\`��\111111111/��i R ,•�` P.`oO,000;,;S%' �',, ��`\ �` �� J 1 ��°O ' //�i .� �� ERF °��' % � �� i� � ; � No. °� ; _ o o _ � o o � -°a 10200105 �°- _ o o _ � o o�� o STATE OF o� �v; � � �i�O�000 / oo �`\�� '�, �` 0000�!D IANPo� � `�. i��ss, o0000 ��\�� .,,,�/pNA� \��. ��111111111�� CERTIFICATION Construction Docu ments A�ES - Mens F�estroom R�novation 4� 40 West 99th Street �armel IN 46a32 , Project No.: 15A034 Drawn By: JCB Checked By: WRS Scale: See Drawing Issue Date: 22 July 2015 HVA� PLANS 2�� 4�� WATER HAMMER ARRESTER � {WHA-3} I WC-1 H UR-1 UR-1 UR-1 UR-2H � �� /4 � 2" HEADER (TYP} — — %2' {TYP) 3�4�� 2�� 2 � %2" (TYP} L-1 H L-1 H L-1 H L-1 H L-1 H SCALE: NaNE SCALE: 1 /4" = 1'-�" WC-1 H 4" 2�� 2�� 2�� 2�� 2�� 2�� r—T— �—��—��—��—� 2�� 2�� 2�� 2�� 2�� 2�� 2�� 2�� 2�� L-1 H 2„ L-1 H L-1 H L-1 H L-1 H 2„ U R-1 2" U R-1 2,. U R-1 2„ 2,� 2�� 2�� 2,� 2�� 1 wn An _ nn nn 1 TH RU FLOOR �4�� 2�� FD-1 4" SCALE: NONE U R-2 H S�ALE: 1 /4" = 1'-�" GENERAL NOTES: 1. SAW CUT EXISTING CONCRETE SLAB FOR THE REMOVAL AND INSTALLATION OF UNDERGROUND WASTE PIPING. PATCH FLOOR PER ARCHITECTURAL DRAWINGS. PLAN NOTES: 1 REMOVE PORTION OF SPRINKLER PIPING SHOWN DASHED. 2 REMOVE SPRINKLER HEAQ AND DROP. 3 REMOVE PLUMBING FIXTURE AND TRIM COMPLETE. 4 REMOVE PORTION OF DOMESTIC COLD AND HOT WATER PIPING SHOWN DASHED. 5 REMOVE PORTION OF WASTE AND VENT PIPING SHOWN DASHED. 6 2" COLD WATER AND 3/4" HOT WATER DOWN IN CHASE. SEE COLD & HOT WATER PIPING SCHEMATIC THIS SHEET. 7 RAISE WATER HEATER AND DRAIN PAN Tfl BE ABOVE NEW CEILING ELEVATION. PLUMBING MATERIALS: DOMESTI� WATER PIPE & FITTINGS: PIPE: TYPE L COPPER SEAMLESS TUBING. FITTINGS: SOLDERED OR PRESS O-RING (BY VIEGA) INSULATION: FLEXIBLE ELASTOMERIC, CLOSED CELL, 1" THICK. WASTE & VENT PIPE & FITTINGS: PIPE: SCHEDULE 40 SOLID WALL PVC FITTINGS: PVC DWV Brawning Day Mullins Dierdarf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7Q00 F: w: Vector Cansulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: `\��111111111/��i R ,•�` P.`oO,000;,;S%' �',, ��`\ �` �� J 1 ��°O ' //�i .� �� ERF °��' % ; �� ; ; � No. °� ; _ o o _ _ o o _ -°a 10200105 �°- _ o o _ � o o�� o STATE OF o� �v; � � �i/O�000 / oo �`\�� '�, �` 0000�!D IANPo� � `�. ,,��ss o0000 ��\��. .,,,�/pNA� \��. ��111111111�� CERTIFICATION Construction Docu ments A�ES - Mens F�estroom R�novation 4� 40 West 99th Street �armel IN 46032 � Project No.: 15A034 Drawn By: CKC Checked By: WRS Scale: See Drawing Issue Date: 22 July 2015 PL�J M BI NG PLANS TAG FIXTURE DESCRIPTION FIXTURE TRIM & AGCESSORIES WATER CL4SET: (MATCH EXISTING} WATER CLOSET: {MATCH EXISTING} FLUSH VALVE: {MATCH EXISTING) WALL MOUNTED, VITREOUS CHINA, 1.6 GPF, CONCEALED AMERICAN STANDARD AFWALL SLOAN 111 TRAPWAY, ELONGATE BOWL, SIPHON-JET ACTION, 1%2" INLET WC-1H SPUD, FULLY-GLAZED �" TRAPWAY, COLOR AS SELECTED BY SEAT: THE ARCHITECT. BEMIS; CHURCH FLUSH VALVE: {MATCH EXISTING} HEAVY DUTY CARRIER: QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME PLATED, DUAL JAY R. SMITH; JOSAM; WADE; WATTS; ZURN FILTERED FIXED BYPASS DIAPHRAGM, ADA COMPLIANT METAL OSCILLATING NON-HOLD-OPEN HANDLE WITH TRIPLE SEAL HANDLE PACKING, 1.6 GPF. SEAT: OPEN FRONT LESS COVER, HEAVY-DUTY, INJUECTION MOLDED S4LID PLASTIC, FOUR MOLDED BUMPERS, SELF-SUSTAINING CHECK HINGES WITH NON-CORROSIVE 300 SERIES STAINLESS STEEL POSTS AND PINTLES, STA-TITE COMMERCIAL FASTENING SYSTEM, COLOR AS SELECTED BY THE ARCHITECT. URINAL: (MATCH EXISTING) URINAL: {MATCH EXISTING) FLUSH VALVE: {MATCH EXISTING} WALL MOUNTED, VITREOUS CHINA, 1.0 GPF, FLUSHING RIM, AMERICAN STANDARD ALLBROOK SLOAN 186-1 UR-1, 2H SIPHON JET ACTION, 3/4" INLET SPUD, 2" INSIDE THREADED 4UTLET CONNECTION, WALL HANGER, COLOR AS SELECTED HEAVY DUTY CARRIER: BY THE ARCHITECT. JAY R. SMITH; JOSAM; WADE; WATTS; ZURN FLUSH VALVE: {MATCH EXISTING} QUIET, EXPOSED, QIAPHRAGM TYPE, CHROME PLATED, DUAL FILTERED FIXED BYPASS DIAPHRAGM, ADA COMPLIANT METAL OSCILLATING NON-HOLD-OPEN HANDLE WITH TRIPLE SEAL HANDLE PACKING, 1.0 GPF. LAVATORY: LAVATORY: FAUCET: (MATCH EXISTING} INTEGRAL BOWL AND COUNTERTOP BY G.C. INTEGRAL BOWL AND COUNTERTOP DELTA 523LF-HDF L-1 H . BY G.C. FAUCET. {MATCH EXISTING) P-TRAP: SINGLE HANDLE, DECK MOUNTED, 4" CENTERSET, ALL METAL McGUIRE 8902EC0; BRASS CRAFT; ZURN FABRICATED BOQY, 5" SPOUT, VANDAL RESISTANT AERATOR, METAL GRID STRAINER, VANDAL RESISTANT LEVER HANDLE, SUPPLIES: RED/BLUE COLORED GRAPHICS INDICATE HOT/COLD McGUIRE BV-2165; BRASS CRAFT; ZURN TEMPERATURE, CONTROL MECHANISM IS DIAM�ND EMBEDDED CERAMIC DISC CARTRIDGE, ADJUSTABLE HANDLE PROTECTIVE COVER: STOP, 3/$" OD STRAIGHT STAGGERED COPPER SUPPLY TUBES TRUEBRO LAVGUARD2; PLUMBEREX WITH 3/�" FITTINGS, 1.5 GPM FLOWRATE. P-TRAP: CHROME PLATED CAST BRASS BODY WITH CLEANOUT, 17 GA. SEAMLESS TUBULAR WALL BEND, CAST BRASS SLIP NUTS, REDUCING WASHERS, REDUCING �AST BRASS NUT, SHALLOW BRASS FLANGE. SUPPLIES: LEAD-FREE CHROME PLATED COMMERCIAL QUARTER-TURN BRASS BALL VALVE WITH CONVERTIBLE LOOSE KEY HANDLE, %2" IPS INLET, %$" COMPRESSION OUTLET. PROTECTIVE COVER: ADA COMPLIANT, MOLDED VINYL, %$" THICK, UV PROTECTED, E-Z TEAR AND FIT TRIM FEATURE, E-Z GRIP FASTENERS, COLOR: WHITE, PAINTABLE WITH LATEX PAINT, SELF-EXTINGUISHING, BACTERIA/FUNGUS RESISTANT, COVERS TRAP, TAILPIECE, SUPPLIES AND RISERS. � TAG FIXTURE DESCRIPTION HW CW TRAP W V MOUNTING HEIGHT WC-1 H WATER CLOSET - FLUSH VALVE, ADA ' 1" INTEGRAL 4" 2" 17" TO SEAT UR-1 URINAL - FLUSH VALVE ' 3/4" INTEGRAL 2" 2" 24" TO RIM UR-2H URINAL - FLUSH VALVE, ADA ' 3/4" INTEGRAL 2" 2" 17" TO RIM L-1 H LAVATQRY - ADA 1/2" 1/2" 1 1/4" 2" 2" 34" TO DECK MARK F IXTU RE MAN U FACTU RE R/ N4. DESCRIPTI4N MODEL NUMBER FLOOR DRAIN: JAY R. SMITH 2O05Y-A; J4SAM; WADE; WATTS; ZURN CAST IRON, FLASHING COLLAR, BOTTOM NO-HUB OUTLET. FD-1 STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT. TAG I.P.S. F.U. J.R. WADE ZURN REMARK RATING SMITH N0. N0. N0. WHA-1 3/4" 1- 11 5005 W-5 100 P. D.I CERTI FIED WHA-2 1" 12 - 32 5010 W-10 200 P.D.I CERTIFIED WHA-3 1" 33 - 60 5020 W-20 300 P.D.I CERTIFIED WHA-4 1" 61 - 113 5030 W-50 400 P.D.I CERTIFIED Brawning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4� 40 West 99th Street Carmel, Indiana 46032 P: 317.344.7Q00 F: W: Vector Cansulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: `\`��11111111/��i .��` Mo R o ST '%, �� ° °�o � �i .��,��° G\STE,� ��o � % ;� o ��`' FO° o�`�% ; � ��; = � No. � = _ o o _ 0 0 -°a 10200105 �°- _ o o _ � o o�� °o STATE OF o°�v; � �� /�0��°0 / o°° `` ��`` '% �` °��!� I ANP° C� �,. ��ss, o0000 ��\�� .,,��/pNq� \��. �� CERTIFICATION �onstruction Docu ments A�ES - Mens Restroom Renovation 4� 40 West 99th Street �armel IN 46032 , Project No.: 15A034 Drawn By: CKC Checked By: WRS Scale: See Drawing Issue Date: 22 July 2015 PL�J M BI NG SCHEDULES SCALE: 1 /4" = 1'-�" SPECIFICATI�NS: ALL NEW WIRING, UNLESS OTHERWISE NOTED, SHALL CONSIST OF TWO #12 THHN/THWN COPPER CONDUCTORS AND A#12 COPPER GROUND I NSTALLED I N 3/4"� EMT CONDUIT CONCEALED AB4VE THE CEILING OR IN WALL, UNLESS SPECIFICALLY NOTED OTHERWISE. EXCEPTION IS CONDUIT INSTALLED TO DISCONNECTS MAY BE SURFACE MOUNTED IN LOCATION OF DISCONNECT. CONFORM TO INDIANA BUILDING AND NATIONAL ELECTRIC CODES. LABEL EACH END OF EACH HOT CONDUCTOR WITH CIRCUIT NUMBER. SUPPORT ALL CONQUIT TO STRUCTURE PER NEC REQUIREMENTS ALL NEW LIGHT FIXTURES SHALL BE PAINTED AFTER FABRICATION {PAF). ALL NEW QUPLEX RECEPTACLES SHALL BE 20A, 120V GROUNDING TYPE LIKE HUBBELL 5342 SERIES. INSTALL NEW RECEPTACLES OUTLETS AT 18" AFF TO CENTER OF DEVICE UNLESS NOTEQ OTHERWISE. ALL NEW SINGLE POLE SWITCHES SHALL BE SIMILAR TO 'HUBBELL' HBL1221 I, 3-WAY SWITCHES SIMILAR TO 'HUBBELL' BLE12231, AND 4-WAY SWITCHES SIMILAR'HUBBELL'CSB4201. INSTALL NEW SWITCHES AT 48" AFF TO CENTER OF DEVICE UNLESS NOTED QTHERWISE. ALL NEW LIGHT SWITCHES WITH TIMER SHALL BE 'WATTSTOPPER' TS-400 DIGITAL TIME SWITCH OR EQUAL. COLOR TO MATCH OTHER DEVICES. UPDATE PANEL SCHEDULES AS NECESSARY. ALL CONDUIT FITTINGS SHALL BE STEEL COMPRESSION TYPE. SET SCREW IS NOT ACCEPTABLE. SCALE: 1 /4" = 1'-4" GENERAL NOTES: 1. REFER TO GENERAL PROJECT NOTES ON DRAWING E601 FOR ADDITIONAL INFORMATION. 2. COORDINATE INSTALLATION OF LIGHT FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLAN, ARCHITECTURAL ELEVATIONS, HVAC EQUIPMENT, DIFFUSERS SUPPORTS, PIPING, DU�TWORK AND STRUCTURE PRIOR TO ROUGH-IN. 3. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 4. DEVICES AND LIGHTS SHOWN TO BE REMOVED SHALL BE REMOVED COMPLETE BACK TO SOURCE PANEL. DO NOT LEAVE ABAND�NED GONDUIT, BOXES, ETC. 5. DO NOT COMBINE NEUTRALS ON ANY RECEPTACLE CIRCUITS. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. 6. ELECTRICAL CONTRA�TORS SHALL VERIFY AVAILABILITY AND CAPACITY OF EACH CIRCUIT AND DISTRIBUTION SYSTEM PRIOR TO INSTALLATION. 7. ALL NEW DEVICES SHALL BE INSTALLED FLUSH IN WALLS. PATCH AND PAINT WALLS AS NECESSARY. 8. HOME RUNS SHALL NOT HAVE SPLICES, CONDUCTORS SHALL BE CONTINUOUS, COLOR CODED AND LABELED WITH CIRCUIT NUMBER AT EACH END. 9. ALL FIRE COATING DISTURBED BY WORK RELATED TO THIS PROJECT SHALL BE RETURNED TO ORIGINAL CONDITION AS REQUIRED. 10. EXISTING LIGHTING FIXTURES AND DEVICES LABELED WITH AN "EX" ARE EXISTING TO REMAIN. 11. ALL SWITCHING DEVICES AND COVER PLATES SHALL MATCH COLOR AND MATERIAL 4F OTHER EXISTING DEVI�ES IN AREA. PLAN NOTES: 1 DISC�NNECT AND REMQVE EXISTING ELECTRICAL EQUIPMENT, LIGHTS, DEVICE, ETC. COMPLETE UNLESS OTHERWISE INDICATED. 2 EXISTING LIGHT SWITCH AND FIRE ALARM DEVICE TO BE RELOCATE, DISCONNECTED AND REMOVE COMPLETE. SEE NEW LOCATION IN THIS SHEET. 3 MATCH NEW LIGHT FIXTURE TO EXISTING LIGHT FIXTURE IN THIS ROOM. AND CONNECT TO EXISTING LIGHTING CIRCUIT SERVING ROOM. CONTRACTOR SHALL VERIFY EXISTING PANEL AND PROPER LOADING �F BRANCH CIRCUIT TO BE UTILIZED. 4 NEW LOCATION OF EXISTING LIGHT SWITCH DEVICE AND FIRE ALARM DEVICE. CONTRACTOR TO CLEAN, REPOWER AND CONNECT COMPLETE AS INDICATED. 5 MATCH NEW LIGHT FIXTURE IN THIS ROOM WITH EXISTING LIGHT FIXTURE IN MEN'S RESTROOM. AND CONNECT TO EXISTING LIGHTING CIRCUIT SERVING ROOM. CONTRACTOR SHALL VERIFY EXISTING PANEL AND PROPER LOADING OF BRANCH CIRCUIT TO BE UTILIZED. 6 CONNECT NEW RECEPTACLE DEVICE TQ EXISTING RECEPTACLE CIRCUIT SERVING IN THIS ROOM. 7 CONNECT NEW LIGHT FIXTURE TO EXISTING LIGHT SWITCH DEVICES. 8 DISCONNECT EXISTING EXHAUST FAN ON ROOF. RECONNECT NEW EXHAUST FAN ON ROOF. Brawning Day Mullins Dierdarf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7Q00 F: W: Vector Cansulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: `\`��\111111111/��i R ,•�` P.`oO,000;,;S%' �',, ��`\ �` �� J 1 ��°O ' //�i .� �� ERF °��' % ; �� ; ; � No. °� ; _ o o _ _ o o _ -°a 10200105 �°- _ o o _ � o o�� o STATE OF o� �v; � � �i/O�000 / oo �`\�� '�, �` 0000�!D IANPo� � `�. ,,��ss o0000 ��\��. .,,,�/pNA� \��. �� CERTIFICATION Construction Docu ments A�ES - Mens F�estroom R�novation 4� 40 West 99th Street �armel IN 46a32 , Project No.: 15A034 Drawn By: BMF Checked By: WRS Scale: See Drawing Issue Date: 22 July 2015 ELE�TRI�AL PLANS FEEDER/BRANCH CIRCUIT CONDUCTOR SIZE PER CONDUIT CONDUIT SIZE AND QUANTITY DESIGNATION PHASE & EQUIPMENT 1 P, 1 N, 1 G, 2P, 1 N, 1 G, 3P 1 N 1 G 3P 2N 1 G 3P 3N 1 G 3P 1 N 2G NEUTRAL GROUNQ 2P 1 G 3P 1 G ' ' ' ' ' ' ' ' F20 12 12 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" F 30 10 10 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" F40-50 8 10 3/4" 3/4" 3/4" 1" 1" 3/4" F 60 6 10 3/4" 3/4" 1" 1" 1" 1" F70-F80 4 8 3/4" 1" 1-1 /4" 1-1 /4" 1-1 /4" 1-1 /4" F90-F 100 3 8 1" 1" 1-1 /4" 1-1 /4" 1-1 /2" 1-1 /2" F 110 2 6 1" 1-1 /4" 1-1 /4" 1-1 /2" 1-1 /2" 1-1 /4" F 125 1 6 1-1 /4" 1-1 /4" 1-1 /2" 2" 2" 1-1 /2" F 150 1/0 6 1-1 /4" 1-1 /2" 1-1 /2" 2" 2" 2" F 175 2/0 6 1-1 /4" 1-1 /2" 2" 2" 2-1 /2" 2" F200 3/0 6 1-1 /2" 2" 2„ 2-1 /2" 2-1 /2" 2" F225 4/0 4 1-1 /2" 2" 2-1 /2" 2-1 /2" 3„ 2-1 /2" F250 250 4 2„ 2" 2-1 /2" 3" 3„ 2-1 /2" F300 350 4 2" 2-1 /2" 3" 3" 3-1 /2" 3" F350 500 3 2-1 /2" 3" 3-1 /2" 3-1 /2" 4" 3-1 /2" F400 3/0 3 (2) 1-1/2" {2} 2" (2) 2" (2) 2-1/2" {2} 2-1/2" (2) 2" MAXIMUM DISTANCE ALLOWED FEEDER SIZE TO USE 120V 277V F20 100 F E ET 200 F E ET F30 150 FEET 360 FEET F40-50 240 F E ET 550 F E ET F6Q 385 FEET 885 FEET NOTES: 1. 20 A BRANCH CIRCUITS SHALL BE SIZED F�R VOLTAGE DROP. WIRE SIZES ARE NOT INDICATED ON THE DRAWINGS T� COMPENSATE FOR VOLTAGE DROP FOR THESE CIRCUITS. CONTRACTOR SHALL UTILIZE WIRE SIZE SHOWN ABOVE FOR DISTANCES LISTED AB�VE. 2. VOLTAGE DROP WIRE SIZES WILL BE STRICTLY INF4RCED. CONTRACTOR SHALL SUBMIT A LIST OF CIRCUITS THAT WILL EXCEED THE DISTANCES ALLOWED AND INDICATE WIRE SIZE TO BE USED PRIOR TO ANY WIRE BEING INSTALLED 3. DO NOT SHARE NEUTRALS. WIRE TYPE INSTALLATION SPECIFICATIONS WIRE INSTALLED IN C�NDUIT WIRE INSTALLEQ IN CONDUIT SHALL BE USED FOR ALL WIRING SHALL BE C4PPER WITH MINIMUM SIZE BRANCH CIRCUITS. #12 AWG TYPE THHN/THWN LAMP ACCEPTABLE TYPE DESCRIPTION VOLT MOUNT LENS SERIES NO. MANUFACTURERS REMARKS NO. & TYPE SERIES NO. NOMINAL 48" STRIP LIGHT, HIGH GLOSS, SUITABLE FOR MV�LT (2}32W F32T8 CEILING LITHONIA LIGHTING LITHONIA F� DAMP LOCATION COMPACT DESIGNED CHANNEL AND RECESSED Z132 LIGHTOLIER , COVER ARE FORMED FROM CODE-GAUGE COLD COOPER ROLLED STEEL. MATCH FINISH COLOR WITH EXISTING METALUX LIGHT FIXTURE. NOMINAL 48" COMPACT FLUORESCENT DOWNLIGHT, MV�LT (1 }36W F32TRT CEILING GOTHAM LIGHTING GOTHAM F2 HIGHT EFFICIENCY AND SUPERIOR OPTICAL CONTROL LITHONIA , RECESSED AFV 32TRT 16 GAUGE GALVANIZED STEEL CONSTRUCTION, UL LIGHTOLIER LISTED IN DAMP LOCATIONS. MATCH FINISH COLOR COOPER WITH EXISTING LIGHT FIXTURE. N�TES: 1. ALL BALLASTS SHALL BE ELECTRONI� BALLASTS WITH HIGH FREQUENCY, MINIMUM POWER FACTOR OF .95, MAXIMUM OF 15% TOTAL HARMONIC DISTORTION, "A" SOUND RATING UL LISTED CLASS P INSTANT START FOR PARALELL LAMP OPERATION, LESS THAN 1.7 LAMP CURRENT CREST FACTOR AND .850 BALLAST FACTOR. {ADVANCE TRANSFORMER COMPANY, OSRAM SYLVANIA INC., OR MAGNETEK LIGHTING AND ELECTRONIC PRODUCTS}. 2. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. ALL FLUORESCENT LAMPS SHALL BE 3500K AND AT LEAST 75 CRI (PHILLIPS LIGHTING COMPANY, OSRAM SYLVANIA INC., OR GE LIGHTING}. 3. UTILIZE THE SAME MANUFACTURE(S} OF ALL LAMPS AND BALLASTS THROUGHOUT INSTALLATION UNLESS OTHERWISE NOTED. 4. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE F1 a) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 5. LIGHT FIXTURE TYPES WITH SUFFIX "f' ( LIKE F1f ) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT Tfl BE INSTALLED IN DRYWALL flR PLASTER 6. ALL NEW LIGHTING FIXTURES TO BE INSTALLED RECESSED IN LAY-IN CEILINGS SHALL BE INSTALLED WITH EARTHQUAKE CLIPS. SYMBOL ��. � � X SYMBOL M F D � V H DESCRIPTION GROUND CONNECTION BRANCH PANELBOARD AND CABINET - RECESSED MOUNT BRANCH PANELBOARD AND CABINET - SURFACE MOUNT SINGLE PHASE MOTOR CONNECTION. PROVIDE 1 P-20A, 12QV TOGGLE SWITCH QISCONNECT MOT4R ("X" DENOTES HORSEPOWER} DESCRIPTION MAN UAL PU LL STATION AUTOMATIC FIRE DETECTION DEVICE FIRE ALARM DUCT DETECTION DEVICE WALL MOUNTED VOICE EVACUATION SPEAKER WALL MOUNTED VISUAL NOTIFICATION DEVICE WALL MOUNTED AUQIBLE/VISUAL NOTIFICATION DEVICE SYMBOL DESCRIPTION PHASE � CONDUCTORS F�Q � GROUND ��vANTITY OF CONDUCTORS OR CABLES IN CONDUIT � SWITCH LE�6Q INDICATES FEEDER SIZE. SEE SCHEDULE NEUTRAL Q FLOOR BOX SYMBOL DESCRIPTION � DUPLEX RECEPTACLE - NORMAL CIRCUIT {"X" DENOTES AS X FOLLOWS:} � QUADRAPLEX RECEPTACLE - N4RMAL CIRCUIT {"X" DENOTES X AS FO LLOWS: ) GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE ST - 20 AMP, '125VAC, SAFETY TYPE WP - 20 AMP, 125VAG, WEATHERPROOF TYPE � TOGGLE SWITCH - 20 AMP, 120/277VAC S 3 S a 0 SYMBOL X�2 c 0 O 0 TOGGLE SWITCH - 3-WAY LETTER DESIGNATION INDICATES SWITCH LEG REM�TE SWITCH - MAN UAL 'ON'/AUTO '�FF' DESCRIPTION X=FIXTURE TYPE, 2=CIRCUIT NUMBER, c=SWITCH LEG F - FLOURESCENT FLOURESCENT TYPE FIXTURE � - NORMAL POWER � - INTEGRAL EMERGENCY BATTERY BALLAST FLUQRESCENT STRIP LIGHT FIXTURE RECESSED D�WNLIGHT �CCUPANCY SENS�RS NOTE: ALL ABBREVIATIONS AND SYMBOLS MAY NOT BE USED ON THIS PROJECT. Brawning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 W: www.bdmd.com ACES Owner 4140 West 99th Street Carmel, Indiana 46032 P: 317.344.7Q00 F: W: Vector Cansulting, LLC MEP Engineer 1005 North Senate Ave. Indianapolis, Indiana 46202 P: 317.632.4444 F: W: `\`��11111111/��i R ,•�`` P.`oO00000,s%' '�,, ��` v` �� S 1 ��°o ' /��i •� � ° �C.�� E�'c� °��' % ; �� ; = � No. °� : _ o o _ � o o � -°a 10200105 �°- � o o � � o o�� °o STATE OF o° �v; � �� 0��'�0 � o�° `` ��`` '% F °��N� I ANP° C� �,. .,��ss o0000 ��\��. .,,,�/pNA� \��. ��/111111111�� - CERTIFICATION Construction Docu ments A�ES - Mens F�estroom R�novation 4� 40 West 99th Street �armel IN 46032 � Project No.: 15A034 Drawn By: BMF Checked By: WRS Scale: See Drawing Issue Date: 22 July 2015 ELE�TRI�AL SCH EDU LES