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Home My WebLink About1Z15 I c - C w �=�jc OJ c'N O Q�O 6 L -2 GLC N 25E Or MeCOMAS L� yW �~y C L ACQUI .2�� W e� O"W z �+ c ° O U" L n s CONSULTING ENGINEERS � w �, � = STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS] uS 18 H C E O vUQo E�-/+vmc� � WcL I N W 0�E�-d r4 W W (,� d OCL 0 f011 0 z j Carmel Theater REI CONSTRUCTION, LLC PEDCOR DESIGN GROUP, LLC MCCOMAS ENGINEERING, INC. UACQUIS CONSULTING ENGINEERS o L aE ;a > 0 R t = e Project Number: Development Corporation, LLC 355 CITY CENTER DRIVE 1717 EAST 116TH STREET 9229 DELEGATES ROW ° — v a" a�a TUU I �-, d�"�a Y Y CARMEL, INDIANA 46032 SUITE 200 SUITE 550 z Aj M &_' PARCEL 7C-8 11711 North Pennsylvania Street 11711 North Pennsylvania Street, o Suite 200 Suite 200 PHONE: (317) 705-7979 CARMEL, INDIANA 46032 INDIANAPOLIS, INDIANA 46240 E-• Y c ° ° o A5' Sheet Title: Carmel Indiana 46032 Carmel, Indiana 46032 FAX: (317) 705-7980 PHONE: (317) 580-0402 PHONE: (317) 706-2075 < W '°" �^ TITLE SHEET uG] Z Z ��` c d SCC PHONE: 317.573-6005 PHONE: 317.573-6050 FAX: (317) 582-0766 FAX: (317) 706-2076 ° o Q = =3 0 E. E�w NI N T f0 (n •� Q Q G. a UI {A Sheet Number: T000 ^c W N +) C� moo Om 5 Z w-. 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ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV+O'-0", SEE CIVIL DRAWINGS. SCALE: 1/8" = 1'-0" 2. SEE S400 -S402 FOR GENERAL NOTES, DETAILS, AND SCHEDULES. 0 1' 2' 4' 8' 16' 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR PLAN NORTH SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. PROVIDE CFS BRIDGING/BRACING FOR ALL CFS CEILING FRAMING @ 8'4" OC, MAX. 5. DOUBLE ALL CEILING JOISTS SUPPORTING MECHANICAL UNITS. SEE MECH. DWGS FOR LOCATION AND LAYOUT. 6. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 7. C - = 7 INDICATES PORTIONS OF WALLS THAT ARE BRIG WALLS, SEE ARCHITECTURAL DRAWINGS FOR BALANCE OF WALLS NOT SHOWN. 8. • • • • • LOC - INDICATES LIMITS OF CONSTRUCTION Owner: CARMEL THEATER DEVELOPMENT COMPANY 1171 1 North Pennsvlvania Street, Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCONIAS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax \�N\11111111//�7j Y �•�<cG�STERFO•'• �� No. 860325 •. STATE OF . W iii F '•..,IND IANP 'ONALt �r C OFFICE BLDG 7-C-2 THEATER 7-C-1 T A 7 -8 m U PARKING GARAGE 7-C-3 7-C-4 E.C.— — — — — — — — — — UNDERGROUND — DETENTION 7-C-111 KEY PLAN SCALE: NTS PLAN NORTH COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INS TRUMENTOF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OFTHE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEOCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA. INDIANAPOLIS. BID SET Print Date: Project: 00 09-01-10 Drawn By: U njh JAF Last Revision Date: No. Date Description 0 O W O U/ W 0 U Q 0— V CM U) \' ) 0 Z 0 W 0 z W V u) J W W O. G W i W Q Q U Z W 0 = W ~ V IIIIIIIIIIIIIJ IIJ COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INS TRUMENTOF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OFTHE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEOCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA. INDIANAPOLIS. BID SET Print Date: Sheet Issue Date. 09-01-10 09-01-10 Drawn By: Checked By: njh JAF Last Revision Date: No. Date Description 0 O O 0 0 0 Project Number: Parcel 7C-8 Sheet Title: FRAMING PLAN Sheet Number: rs� A 49W () I ME110069 4 BUILDING SECTION SCALE: 1/8" = 1'-0" :loll 11111111]1►IMI: 8010 SCALE: 1/8" = 1'-0" BUILDING SECTION SCALE: 1/8" = 1'-0" BUILDING SECTION SCALE: 1/8" = 1'-0" BUILDING SECTION SCALE: 1/8" = 1'-0" N'0 Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573 6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCONILAs STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-560-0402 www.mccomaseng.com 317-582-0766 Fax •`��\O�NEY M�CC>b: .•��ISTERF�•. �� 860325 %'•. STATE OF :� i , '• ;,Fs' • ND I ANP. *C C OFFICE BLDG 7-C-2 THEATER 7-C-1 rn I? I PARKING GARAGE 7-C-3 7-C-4 E.C.---------- UNDERGROUND — DETENTION 7-C-1 I KEY PLAN SCALE NTS PLAN NORTH Project: co I U I ti W W U U f -y Q Q N (n M I � O Z W O z W � — 0 W W W 5 = W ry I.— Q U Z W O = W CD Q COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS, ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date: Sheet Issue Date: 09-01-10 09-01-10 Drawn By: Checked By: njh JAF Last Revision Date: No. Date Description O O O O O 0 Project Number: Parcel 7C-8 Sheet Title: BUILDING SECTIONS Sheet Number: 5301 ME110069 ABBREVIATIONS LIST AR ANCHOR RODS OIO OUT TO OUT ABV ABOVE OA OVERALL ACI AMERICAN CONCRETE INSTITUTE OC ON CENTER ADD'L ADDITIONAL OD OUTSIDE DIAMETER ADH ADHESIVE OF OUTSIDE FACE ADJ ADJACENT OH OVER HEAD AESS ARCHITECTURALLY EXPOSED OPNG OPENING STRUCTURALSTEEL OPP OPPOSITE AFF ABOVE FINISHED FLOOR OPP HD OPPOSITE HAND AGGR AGGREGATE OSB ORIENTED STRAND BOARD AHU AIR HANDLING UNIT OSL OUTSTANDING LEG AISC AMERICAN INSTITUTE OF OVS OVERSIZE HOLE STEEL CONSTRUCTION PAF POWDER ACTUATED FASTENER AISI AMERICAN IRON AND PC PRECAST Z STEEL INSTITUTE PL PLATE ALUM ALUMINUM PLF POUNDS PER LINEAR FOOT ALT ALTERNATE PLYWD PLYWOOD APPROX APPROXIMATE PNL PANEL ARCH ARCHITECT PROJ PROJECTION ARCH'L ARCHITECTURAL PSF POUNDS PER SQUARE FOOT ASTM AMERICAN SOCIETY OF PSI POUNDS PER SQUARE INCH TESTING MATERIALS PSL PARALLEL STRAND LUMBER AWS AMERICAN WELDING SOCIETY PT PRESSURE TREATED L ANGLE PTN PARTITION BAL BALANCE R RADIUS BB BOND BEAM RD ROOF DRAIN BIB BACK TO BACK REF REFERENCE BC BOTTOM CHORD REINF REINFORCE(D) (ING) (MENT) BD BOARD REQ'D REQUIRED BLDG BUILDING REV REVISION/REVISED BLK BLOCK RO ROUGH OPENING BLW BELOW RRD ROOF RELIEF DRAIN BM BEAM RTN RETURN BOTT BOTTOM RTU ROOF TOP UNIT BP BEARING PLATE RW RETAINING WALL BRDG BRIDGING SCHED SCHEDULE BRIG BEARING SECT SECTION BRK BRICK SHT SHEET BS BOTH SIDES SIM SIMILAR BSMT BASEMENT Si SAWCUT JOINT BTWN BETWEEN SJI STEEL JOIST INSTITUTE BUC BUILT UP COLUMN SL SLOPED C CAMBER SPA SPACE(S) C/C CENTER TO CENTER SPECS SPECIFICATIONS CANT CANTILEVER SQ SQUARE CAIS CAISSON SS STAINLESS STEEL CFS COLD FORMED STEEL SSL SHORT SLOTTED HOLES CJ CONTROL AND/OR STD STANDARD CONSTRUCTION JOINT STIFF STIFFENERS CL CENTERLINE STL STEEL CLR CLEAR STRUCT STRUCTURAL CMU CONCRETE MASONRY UNIT SYMM SYMMETRICAL COL COLUMN T&B TOP AND BOTTOM COORD COORDINATE T&G TONGUE AND GROOVE COMP COMPACTED TB TIE BEAM CONC CONCRETE TC TOP CHORD CONN CONNECTION TEMP TEMPERATURE CONST CONSTRUCTION TF TRENCH FOOTING CONT CONTINUOUS THK THICK CONTR CONTRACTOR THKS THICKENED SLAB CTR CENTER THIRDTHREADED CTR'D CENTERED TL TOTALLOAD DIA DIAMETER TORG TOPPING DIAG DIAGONAL TRANS TRANSVERSE DIM DIMENSION TYP TYPICAL DL DEAD LOAD UNO UNLESS NOTED OTHERWISE DLT DEEP LEG TRACK VERT VERTICAL DO DITTO VIF VERIFY IN FIELD DN DOWN W/ WITH DTL DETAIL WD WOOD DWG DRAWING WO WINDOW OPENING (MASONRY) DWL DOWEL WP WORKING POINT EA EACH WT WEIGHT EE EACH END WWF WELDED WIRE FABRIC EF EACH FACE EJ EXPANSION JOINT ELEVATION TOP AND BOTTOM OF LIST ENG ENGINEER ELEV ELEVATION T/ "ELEVATION, TOP OF" ELECT ELECTRICAL B/ "ELEVATION, BOTTOM OF" EOD EDGE OF DECK T/BB TOP OF BOND BEAM EOS EDGE OF SLAB T/BM TOP OF BEAM EQ EQUAL T/CONC TOP OF CONCRETE EQUIV EQUIVALENT TIF TOP OF FOOTING ES EACH SIDE T/LDG TOP OF LEDGE EW EACH WAY T/MAS TOP OF MASONRY EXIST EXISTING TIP TOP OF PIER EXP EXPANSION T/SLAB TOP OF SLAB EXT EXTERIOR T/STL TOP OF STEEL F/ FACE OF TM TOP OF WALL FD FLOOR DRAIN T/GB TOP OF GRADE BEAM FDN FOUNDATION T/CAIS TOP OF CAISSON FIN FINISH B/PL BOTTOM OF PLATE FLR FLOOR B/F BOTTOM OF FOOTING FLG FLANGE FS FARSIDE SPECIAL CHARACTERS FTG FOOTING GA GAUGE DEGREE GALV GALVANIZED ± PLUS OR MINUS GB GRADE BEAM ELEVATION GC GENERAL CONTRACTOR 0 DIAMETER GL GLULAM GR GRADE HC HOLLOW CORE HD HOLD DOWN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIZONTAL HP HIGH POINT HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IF INSIDE FACE INFO INFORMATION INT INTERIOR INV INVERT JST JOIST JT JOINT K KIP KO KNOCK OUT LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MBM METAL BUILDING MFR MCJ MASONRY CONTROL JT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MOM MOMENT MSW MASONRY SHEAR WALL MSL MEAN SEA LEVEL MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE I COLUMN ISOLATION SEE DETAIL E LU = W U cn Q SLAB ON GRADE I LL T/CONC 0 -2" Y CONC RAMP EXTERIOR SLAB SEE CIVIL c� I TICONC 4-2"'4r � TICONC ' 0' 0" CONSTRUCTION OR - CONTROLJT J SOG01 A SLAB DEPRESSION I 0 I _ CMU/CONC WALL I J I T/-0. I -0' PW7 LOWER SLAB I -0 L— — — — — — — — — ' co CMU WALL THICKENED SLAB SEE ARCH SLAB MARK SEE SCHEDULE TYPICAL SLAB ON GRADE KEY PLAN SCALE:NTS NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. I I I I ADDITIONAL OPENING IN I #41'4" @ SLAB I I EACH CORNER I I --------- ---- I I I I I I I I I I I I a I I I I I I i I I N I I I I I I I -------------I---- ADDITIONAL I I I (4) #41'4" I I I I I I LIMITS OF SLAB REINFORCING 0 _ I I COLUTMN L - - - - p , AS 0 - CONC PIER (BELOW) FOUNDATION WALL, SEE �f FOUNDATION PLAN FOR /X //' ACTUAL CONDITION i' �-- POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 112" EXP JT MAT'L SLAB CONTROL JT, TYP AT ALL COLUMN LINES TYP SLAB ON GRADE OPENING TYP COLUMN ISOLATION JOINT SCALE: NTS CONC SLAB #3 x 91212" OC -\\Z 9., CL LU LU 0,,T/SLAB +(SEE PLAN) r 8" MIN SECTION #3 CONT COMPACTED - DRAINAGE FILL oW LU z Y 09 LU m Of CIL LU oCn .. T/SLAB +(SEE PLAN) �J � SEE PLAN FOR zg LIMITS LU Lu T/SLAB ',(SEE PLAN) ww W Y z F— o_Q N J LuU) �1 LU Q SCALE:NTS F— z CONC SLAB Iw T/SLAB +(SEE PLAN) Z2 " WWF TO CONT THRU I DEPRESSED SLAB AREA 8" MIN COMPACTED DRAINAGE FILL SECTION TYP DEPRESSED SLAB SECTIONS SCALE:NTS v 1/2" EXP JT MAT'L CONC SLAB T/SLAB +(SEE PLAN) _ M G -' A CMU/CONC WALL TYP EXPANSION JT AT WALL SCALE:NTS SLA TYP LINE -AB, LEAVING OUT AREA COLUMN. INFILL WITH :TE AFTER SLAB HAS CURED TYP COLUMN ISOLATION JOINT SCALE:NTS INTERIOR SLAB EXTERIOR SLAB NOTE: COORD LOCATION OF 1/2" EXP JT MAT'L THRESHOLD W/ ARCH DWGS @ THRESHOLD �, SLOPE CONC SLAB T/SLAB +(SEE q qzr T/W +(SEE PLAN) x`^ PERIMETER INSULATION GRANULAR FILL SEE ARCH FOUNDATION - SEE PLAN #5 x 6� @ 48" OC TYP SECTION AT ENTRY SCALE:NTS INTERIOR SLAB EXTERIOR SLAB 1/2" EXP JT MAT'L #5x3'-0" @ 12" OC SLOPE (3) PER DOOR MIN CONC SLAB T/SLAB +(SEE PL — AN) ,< ti ^« fi s� T/W +(SEE PLAN) PERIMETER INSULATION GRANULAR FILL SEE ARCH FOUNDATION - SEE PLAN 1,•6„ #5 x 9 @ 48" OC .1 TYP SECTION AT EXTERIOR SLAB n I SCALE:NTS COL MARK, SEE SCHEDULE P16 = PIER MARK, SEE SCHEDULE FOR ACTUAL SIZE, TIP = TOP OF PIER ELEV BASEPLATE AND ANCHOR P16 TIP 4-8" RODS F4 = COL FTG MARK, SEE SCHEDULE TIF 2'-8" A'9 TIF = TOP FTG ELEV r-- I I °° I 00 G L ---J - CONCRETE MASONRY UNIT WALL (MIA T/STL SEE SCHED FOR SIZE AND REINF I POCHE REPRESENTS MASONRY WALL +(SEE PLAN)T1W = TOP OF WALL ELEV j ELEV CONCRETE WALL (CW), SEE SCHED I INDICATES EDGE SPOT ELE /INDICATES FOR WALL THICKNESS AND REINF I OF WALL FTG TOP OF CONC INDICATES EDGE OF WALL - - FTG UNDER FLOOR SLAB r C TM 0' 8" -- --- —� L ---------J H P16 WF24 T/F -2'-8" 1 POCHE REPRESENTS 2 CONCRETE WALL F4 S401 CONCRETE WALL FTG (WF), SEE S401 SCHED FOR SIZE AND REINF INDICATES PLAN DETAIL TIF = TOP OF FTG ELEV INDICATES SECTION CUT 12 �— COL GRID, COLUMNS CENTERED ON FOUNDATION PLAN LEGEND SCALE: 3/4" = V-0" VAPOR RETARDER FORMED KEY CONC SLAB T/SLAB s PLAN) ,�atv COMPACTED GRANULAR FILL ASK c -- --- COMPACTED SUB GRADE I TYP SLAB CONSTRUCTION JT SLAB THICKNESS MAX JT SPACING EXTERIOR SLAB 'SEE CIVIL Y ' 13'-0" 11. 5" 15'-0" OPENING IN 6" 15'-0" 11/2" SLAB SEE 18'-0" 13/4" 8" 20'-0" DETAIL H 9" COLUMN ISOLATION 21 /4" 10" 25' 0" 21 /2" SEE DETAIL D 1 25-0" 3" � TICO ImoN_/, O z L.L -010". w0 z W ^ LL I COLUMN ISOLATION SEE DETAIL E LU = W U cn Q SLAB ON GRADE I LL T/CONC 0 -2" Y CONC RAMP EXTERIOR SLAB SEE CIVIL c� I TICONC 4-2"'4r � TICONC ' 0' 0" CONSTRUCTION OR - CONTROLJT J SOG01 A SLAB DEPRESSION I 0 I _ CMU/CONC WALL I J I T/-0. I -0' PW7 LOWER SLAB I -0 L— — — — — — — — — ' co CMU WALL THICKENED SLAB SEE ARCH SLAB MARK SEE SCHEDULE TYPICAL SLAB ON GRADE KEY PLAN SCALE:NTS NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. I I I I ADDITIONAL OPENING IN I #41'4" @ SLAB I I EACH CORNER I I --------- ---- I I I I I I I I I I I I a I I I I I I i I I N I I I I I I I -------------I---- ADDITIONAL I I I (4) #41'4" I I I I I I LIMITS OF SLAB REINFORCING 0 _ I I COLUTMN L - - - - p , AS 0 - CONC PIER (BELOW) FOUNDATION WALL, SEE �f FOUNDATION PLAN FOR /X //' ACTUAL CONDITION i' �-- POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 112" EXP JT MAT'L SLAB CONTROL JT, TYP AT ALL COLUMN LINES TYP SLAB ON GRADE OPENING TYP COLUMN ISOLATION JOINT SCALE: NTS CONC SLAB #3 x 91212" OC -\\Z 9., CL LU LU 0,,T/SLAB +(SEE PLAN) r 8" MIN SECTION #3 CONT COMPACTED - DRAINAGE FILL oW LU z Y 09 LU m Of CIL LU oCn .. T/SLAB +(SEE PLAN) �J � SEE PLAN FOR zg LIMITS LU Lu T/SLAB ',(SEE PLAN) ww W Y z F— o_Q N J LuU) �1 LU Q SCALE:NTS F— z CONC SLAB Iw T/SLAB +(SEE PLAN) Z2 " WWF TO CONT THRU I DEPRESSED SLAB AREA 8" MIN COMPACTED DRAINAGE FILL SECTION TYP DEPRESSED SLAB SECTIONS SCALE:NTS v 1/2" EXP JT MAT'L CONC SLAB T/SLAB +(SEE PLAN) _ M G -' A CMU/CONC WALL TYP EXPANSION JT AT WALL SCALE:NTS SLA TYP LINE -AB, LEAVING OUT AREA COLUMN. INFILL WITH :TE AFTER SLAB HAS CURED TYP COLUMN ISOLATION JOINT SCALE:NTS INTERIOR SLAB EXTERIOR SLAB NOTE: COORD LOCATION OF 1/2" EXP JT MAT'L THRESHOLD W/ ARCH DWGS @ THRESHOLD �, SLOPE CONC SLAB T/SLAB +(SEE q qzr T/W +(SEE PLAN) x`^ PERIMETER INSULATION GRANULAR FILL SEE ARCH FOUNDATION - SEE PLAN #5 x 6� @ 48" OC TYP SECTION AT ENTRY SCALE:NTS INTERIOR SLAB EXTERIOR SLAB 1/2" EXP JT MAT'L #5x3'-0" @ 12" OC SLOPE (3) PER DOOR MIN CONC SLAB T/SLAB +(SEE PL — AN) ,< ti ^« fi s� T/W +(SEE PLAN) PERIMETER INSULATION GRANULAR FILL SEE ARCH FOUNDATION - SEE PLAN 1,•6„ #5 x 9 @ 48" OC .1 TYP SECTION AT EXTERIOR SLAB n I SCALE:NTS COL MARK, SEE SCHEDULE P16 = PIER MARK, SEE SCHEDULE FOR ACTUAL SIZE, TIP = TOP OF PIER ELEV BASEPLATE AND ANCHOR P16 TIP 4-8" RODS F4 = COL FTG MARK, SEE SCHEDULE TIF 2'-8" A'9 TIF = TOP FTG ELEV r-- I I °° I 00 G L ---J - CONCRETE MASONRY UNIT WALL (MIA T/STL SEE SCHED FOR SIZE AND REINF I POCHE REPRESENTS MASONRY WALL +(SEE PLAN)T1W = TOP OF WALL ELEV j ELEV CONCRETE WALL (CW), SEE SCHED I INDICATES EDGE SPOT ELE /INDICATES FOR WALL THICKNESS AND REINF I OF WALL FTG TOP OF CONC INDICATES EDGE OF WALL - - FTG UNDER FLOOR SLAB r C TM 0' 8" -- --- —� L ---------J H P16 WF24 T/F -2'-8" 1 POCHE REPRESENTS 2 CONCRETE WALL F4 S401 CONCRETE WALL FTG (WF), SEE S401 SCHED FOR SIZE AND REINF INDICATES PLAN DETAIL TIF = TOP OF FTG ELEV INDICATES SECTION CUT 12 �— COL GRID, COLUMNS CENTERED ON FOUNDATION PLAN LEGEND SCALE: 3/4" = V-0" VAPOR RETARDER FORMED KEY CONC SLAB T/SLAB s PLAN) ,�atv COMPACTED GRANULAR FILL ASK c -- --- COMPACTED SUB GRADE I TYP SLAB CONSTRUCTION JT SLAB THICKNESS MAX JT SPACING JOINT DEPTH 4" 13'-0" 11. 5" 15'-0" 1114" 6" 15'-0" 11/2" 7" 18'-0" 13/4" 8" 20'-0" 2" 9" 24'4" 21 /4" 10" 25' 0" 21 /2" 1'-0" 1 25-0" 3" 1/8" SAW N CONTROL JOINT, ALL VAPOR RETARDER JOINTS SHALL BE SAWN WITHIN 12 CONC SLAB HOURS OF SLAB POUR T/SLAB OL . +(SEE PLAN) r, COMPACTED GRANULAR FILL X2 P �1' . - - COMPACTED SUB GRADE -_ - - I TYP SLAB CONTROL JT NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. TYPICAL CONCRETE SLAB JOINTS DSCALE:NTS REINF ALL INTERIOR MASONRY WALLS OVER 12'-0" HIGH W/ � #5 @ 4'-0" OC, UNO [ _ -`1 �. C YI NOTE: CMU WALL SHOWN HERE IN SECTION. SEE PLANS FOR ACTUAL WALLS, DIMENSIONS AND ARRANGEMENTS. #5 xA DOWELS, UNO LU0 CD LU (3) #5 CONT N ILL! LU a apt (a"szlv�ir � �,. T-0" TYPICAL THICKENED SLAB B SCALE: NTS METAL CONSTUCTION JOINT CONC SLAB TT/S— KEY +(SEE PLAN) t.Y `y ;i't f` � `"''fes ; -„w3'. ;"�•z�^ -L -� i ?= x U r > � 1", h 1' 0" TYP 8" TYPIII COMPACTED DRAINAGE FILL TOP OF RAMP CONC SLAB METAL CONSTUCTION JOINT KEY T/STL N+(SEE PLAN) r `XaVii: �J Z dirt".-'� Y Com_ ^^'-'' ` .°.-5 11 11 ; ;57 - I 8" TYP 1' 0" TYP BOTTOM OF RAMP '1 TYP CONCRETE RAMP DETAILS V SCALE: NTS 11 12 EDGE OF DECK, COL GRID, COLUMNS o PERIMETER ANGLE 0 W14x22 CENTERED ON GRID w +23' 0" B INTERSECTION, UNO +23'-0" OPENING THRU DECKAND FRAMING Ole BEAM CAMBER INDICATES SECTION CUT M _ U -J N 1 NUMBER OF X X S401 SHEAR STUDS INDICATES BEAM SIZE TOP OF STEEL ELEV AT GRID INTERSECTION INDICATES JOIST SIZE +24' 0" 2 � C S401 FACTORED REACTION IN Q) KIPS INDICATES PLAN DETAIL o 0 L'12— Z o Q Q v o Q o +L TOP OF STEEL ELEV T/JOIST GIRDER ELEV '� + z z N Nlf J-0 INDICATES BEAM SIZE �Z r 00 JOIST GIRDER SIZE I 32LH12 JOIST SIZE (UNFACTORED) "� HORIZ BRIDING INDICATES KNEE BRACE V Y A CO X" BRIDGING / W14x22 +24'-0" CO D 2 MOMENT CONNECTION INDICATES BRACING S501 INDICATES BRACING ELEVATION FRAMING PLAN LEGEND SCALE: 3/4" = V-0" Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: McCONIAS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax Y MCC�'% \�` �•��G�STERFo•.• �y/iii No. L 860325 01*1 STATE OF T. .,!ND 1 ANP,.•' �ONAL ��`�• '�7j�/lllllli\I \\\ OFFICE BLDG 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C.— — — — — — — — — — UNDERGROUND — DETENTION 7-C-1 1 KEY PLAN SCALE:NTS PLAN NORTH COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date: Project: M W 09-01-10 Drawn By: 1 U nj h JAF Last Revision Date: No. Date Description J 0 W 0 UN w 0 U 1..` Q � N 0. � 1 ImoN_/, O z L.L w0 z W ^ LL V V! vn/' J W UJ Q U Z w O = W ~ V J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date: Sheet Issue Date: 09-01-10 09-01-10 Drawn By: Checked By: nj h JAF Last Revision Date: No. Date Description 0 0 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: TYPICAL DETAILS AND ABBREVIATIONS Sheet Number: �L ME110069 MASONRY ANCHORAGE M1. All attachments to masonry shall be made with Hilti anchors as scheduled below unless noted otherwise. Anchors shall be installed per manufacturer's recommendations. M2. At steel connections to masonry construction, provide the following hole diameters in steel elements to accommodate field tolerances: 1/2" anchors: 9/16" dia std, 13/16" dia w/ 114"x2"x2" weld washer where noted. 314" anchors:13/16" dia std, 1" dia w/ 3/8"xYxY weld washers where noted. M3. Where weld washers are indicated, do not weld until epoxy adhesives have fully cured. Do not apply excessive heat which made adversely affect epoxy adhesives. Weld two opposite edges of weld washer typically with 3/16" fillet weld. M4 Type 1-A: Grout Filled Concrete Block. 314"x6 5/8" embedment HIT, or A36 threaded rod, secured with Hilti HY150 epoxy. Design values: 37401b T, 20201b V. Type 1-B:Hollow Concrete Block (NW or LW). 1/2"x2 "embedment Hilti HIT -A rod w/screen tube and Hilti HY20 epoxy. Design values: 5251b T, 1230 Ib V. Type 1-C:Hollow Concrete Block Through -bolt. 3/4"x8" or 13" Hilti HIT, or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube, steel sleeve, 3/8"x6"x6" plate washer. Design values: 14001b T, 18001b V. Type 1-D:Grout Filled Concrete Block. 3/4"x4-3/4" embedment Hilti Kwik Bolt 11 expansion bolt. Design values: 1620T, 3110V (>16" from edges) M5. Type 2-A:Hollow Brick and Clay Tile. 1/2"0-3/8" embedment Hilti HIT -A, or A36 threaded rod, w/ Hilti HY20 epoxy and screen tube. Design values: 7751b T, 13751b V (Brick) 1501b T, 5001b V (Clay tile) Type 2-B:Hollow Brick and Clay Tile. 1/2"x3-3/8" embedment Hilti HIT -A, or A36 threaded rod, w/ Hilti HIT -I insert, Hilti HY20 epoxy, screen tube. Design values: 11601b T, 16351b V (Hollow Brick) 1851b T, 5001b V (Clay Tile) Type 2-C:Multiwythe Brick through -bolt. 3/4"x8"embedment Hilti HIT, or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube, steel sleeve, 3/8"x6"x6" plate washer. Design values: 14001b T, 18001b V. Type 2-D: Multiwythe Brick, voided wythes. 3/4"x8"embedment Hilti HIT, or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube, steel sleeve. Design values: 8001b T, 14001b V. AUTOCLAVED AERATED CONCRETE (AAC) NOTES AAC1. All Autoclaved Aerated Concrete units shall be strength class AAC-4. AAC2. Leveling bed mortar shall be Type M. AAC3. All block shall be layed in a running bond pattern. AAC4. Course grout shall be used were grouting is required. Slump shall be 8", +/ 1 ". Minimum grout 28 -day compressive strength shall be 3000 psi. AAC5. All steel reinforcement shall be ASTM A615 Grade 60 (Fy=60 ksi). AAC6. All steel reinforcement lap splices shall be a minimum of 48 bar diameters. AAC7. See architectural drawings and specifications for all control joint locations. All reinforcing shall be discontinuous at control joints. AAC8. Provide L -bars at all bond beam comers. AAC9. All connections to AAC shall be made with 112" diameter, ASTM A36 threaded rods. Connections shall be thru-wall with 1/4NZW" plate washers on each side. AAC10. All cores with reinforcement shall be grouted solid. STRUCTURAL STEEL NOTES SSI. All structural steel shall conform to the following W Shapes ASTM A992, Grade 50. Angles, Channels, Plates, Bars ASTM A36 (Fy=36 ksi) HSS Tubes ASTM A500, Grade B (Fy=46 ksi) HSS Pipes ASTM A500, Grade B (Fy=42 ksi) Anchor Rods ASTM F1554, Grade 36 SS2. All steel shall be detailed, fabricated and erected in accordance with AISC 360 "ALLOWABLE STRENGTH DESIGN FOR STRUCTURAL STEEL BUILDINGS" and AISC 303 "CODE OF STANDARD PRACTICE", Thirteenth Edition. SS3. All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted. All connections shall be shear bearing connections tightened to snug -tight condition, unless otherwise noted. All connections shall conform to the LRFD SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. SS4. All shop and field welds shall be made using E70 electrodes or equivalent. SS5. All headed concrete anchors shall be ASTM At 08 (Fy=50 ksi), 3/4" diameter x 4" after welding, unless noted otherwise. SS6. Steel fabricator shall obtain the size and location of all openings for grilles, louvers, etc. before proceeding with the fabrication and erection of any required frames. SS7. Provide Heckman #129 and #130 channel slot and channel slot anchors at all columns that abut masonry walls, unless noted. SS8. Provide temporary bracing of the structure until all permanent lateral support is in place. SS9. Structure Stability: The entire roof and/or floor decking materials must be fully erected and connected to the supporting steel before temporary, erection bracing is removed. SS10. RD = Roof Drain location. Provide steel frame for drains. See other drawings for actual drain type, number, size, etc. Coordinate with drain contractor. COLD FORMED STEEL FRAMING NOTES SF1. All light gage, cold formed steel (CFS) members shall conform to the following (See drawings for application): TYPE SIZE OLD GAGE SPACING GRADE Exterior Wall Studs 600 S 162-54 16 16" oc, u.n.o. ST33H (33 ksi) Interior Load -Bearing Studs 600 S 162-54 16 16" oc, u.n.o. ST33H (33 ksi) SF2. All sheet steel shall comply with ASTM Al 003. Coating shall be G90 galvanizing. SF3. Provide steel tracks complying with ASTM C955, thickness to match studs, 2" flange width. SF3. Provide 1/2" ASTM F1554, Grade 36 hooked anchor bolts at all steel tracks, u.n.o. Anchor bolt spacing = 48" OC, u.n.o. Provide anchor bolt at 8" from the ends of all walls, u.n.o. SF6. All cold formed steel members shall comply with the requirements of the latest AISI Specification. SF7. Field welding is not permitted. Provide screwed connections. SF8. For all non -load bearing studs, provide deflection clips isolating the stud from the primary structure. SF9. Provide 5/8" plywood sheathing on outside face of all exterior wall studs. SF10. Provide joist to beam connections and joist wall connections with a 230# vertical capacity. SF11. Double all ceiling joists supporting mechanical units. See mech dwgs for locations and layout. GENERAL NOTES G1. BUILDING CODES Model Building Code: Local Building Code: Steel Standard: Steel Seismic: Concrete Standard: Masonry Standard: Wood Standard: Occupancy Group: Exposure Category: Building Classification: Model Code Standard: G2. DESIGN LOADS: International Building Code 2006 Indiana Building Code 2008 AISC - ASD 13th Ed AISC 341-05 ACI 318-05 ACI 530-05 NDS -05 B:Business C:Open terrain 2:Buildings and other structures. ASCE 7-05. ROOF DESIGN LOADS Dead Live Ceiling - Classroom 15 psf 20 psf SNOW DESIGN CRITERIA 0.203 Ground Snow Load: 25 psf Flat Roof Snow Load: 18 psf Minimum Snow Load: 20 psf Sloped Roof Snow Load: 18 psf Rain on Snow Surcharge: 0 psf Importance Factor: 1 Exposure Factor: 1 Partially Exposed Thermal Factor: 1 Heated WIND DESIGN CRITERIA Basic Wind Speed: 90 mph Importance Factor: 1 Enclosure Classification: Enclosed Gust Factor: 0.863 SEISMIC DESIGN CRITERIA Bar Size Seismic Design Category: C Spectral Response, Sds: 0.203 Spectral Response, Sd1: 0.144 Site Class: D Resisting System (SFRS): A.1 Special reinforced concrete shear walls Response Mod. Factor, R. 5.0 Overstrength Factor, 0: 2.5 Design Base Shear: 4.05% W Analysis Procedure: Equivalent Static G3. Reactions and forces indicated are unfactored, Allowable Strength Design loads. G4. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer immediately. G5. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings. G6. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings. locations, their work with all other disciplines. G7. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction. G8. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise. G9. Provisions for future expansion: Vertical: None Horizontal: None REINFORCED CONCRETE NOTES (Foundations. Slabs & Walls RC1. All concrete shall have the following 28 day compressive strengths LOCATION STRENGTH AIR ENTRAINMENT Wall Footings, Spread Footings: 3000 psi 2% All concrete exposed to freeze/thaw, exterior slabs, piers, walls, columns, grade beams, concrete exposed to freeze/thaw: 4000 psi 6% Interior slabs on grade, fill for metal deck: 4000 psi Non AE RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP -1. RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A- 615, Grade 60. RC4. Chamfer edges of exposed concrete 3/4", unless noted otherwise. RC5. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8". RC7. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely responsible for the design and construction of all formwork, falsework and shoring. RC8. Provide the following coverages over reinforcing: LOCATION Footings: Bottom and Unformed edges 3" Footings: Formed edges and top 2" Slab on grade: Welded wire fabric Upper Third Fill for Metal Deck: Welded wire fabric Upper Third Reinforcing Steel: Bottom 2" RC9. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. SHALLOW FOUNDATION AND SLAB ON GRADE NOTES SF1. Design Soil Bearing Pressure Spread Footings 2500 psf Wall Footings 2500 psf (Based on soils report prepared by Patriot Engineering). SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project specifications. SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -112 -inch sieve and not more than 12 percent passing a No. 200 sieve. SF4. Slabs shall be placed on compacted, free -draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM -D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same requirements. See soils investigation report for further recommendations. SF5. Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is required, sumps shall not be placed within the foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations. SFS. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF9. Shallow foundations may be earth -formed where the excavation permits. If earth -forming is used, add 2" to the vandl length of all foundations. SF10. The bottom of all foundations shall be a minimum of 36" below final grade. MASONRY AND REINFORCED MASONRY NOTES M1. Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Specified design compressive strength of masonry shall be fm = 2000 p.s.i. All units for exterior walls, load- bearing walls and shear walls shall be normal weight block. M2. All mortar shall be Type S. No admixtures may used unless approved by architect/engineer. Mortar shall not be used for grouting cores or filling bond beams. M3. All block shall be laid in a running bond pattern. M4. Course grout shall be used were grouting is required. Slump shall be 8" +/-1". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control joints. M7. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control joints. M8. Provide "L" bars at all bond beam comers as required. M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. M10. All attachments to block shall be made with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Anchors shall be installed per manufacturer's recommendations. M11. See typical schedules for masonry and steel lintels not indicated on plans. M12. All masonry units below grade to be grouted solid. M13. Provide ties to all structural steel. M14. All interior, non -load bearing masonry walls over 12-0" high, shall be supported on thickened slab as per typical detail. Wall vertical reinforcing shall be #5 @ 48" OC full height. Unless noted otherwise. M15. All cores with reinforcing steel shall be grouted solid, full height of wall. DEVELOPMENT LENGTH COMPRESSION Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 91, 91, 8" 94 12" 11" 10" #5 15" 14" 12" #6 18" 17" 15" #7 21" 20" 17" #8 24" 22" 19" #9 28" 25" 22" #10 31" 28" 25" #11 34" 1 31" 27" #14 41" 38" 33" #18 1 55" 50" 43" NOTES: 1. Clear spacing not less than 2xDb. 2. Clear cover not less than Db. 3. Db = bar diameter. DEVELOPMENT LENGTH TENSION - BOTTOM BARS f (Normal Weight Concrete), psi 2500 3000 4000 Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 18" 17" 15" #4 24" 22" 19" #5 30" 28" 24" #6 36" 33" 29" #7 53" 48" 42" #8 60" 55" 48" #9 68" 62" 54" #10 77" 70" 61" #11 1 85" 78" 67" #14 102" 83" 81" #18 136" 124" 108" NOTES: 1. Clear spacing not less than 2xDb. 2. Clear cover not less than Db. 3. Db = bar diameter. NOTES: 1. Min 12" of fresh conrete below bar. 2. Clear spacing not less than 2xDb. 3. Clear cover not less than Db. 4. Db = bar diameter. TENSION LAP SPLICES BOTTOM BARS DEVELOPMENT LENGTH TENSION - TOP BARS f (Normal Weight Concrete), psi 2500 3000 4000 Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 24" 22" 19" #4 32" 29" 25" #5 39" 36" 31" #6 47" 43" 37" #7 69" 63" 54" #8 78" 72" 62" #9 88" 81" 70" #10 100" 91" 79" #11 110" 101" 87" #14 133" 121" 105" #18 177" 161" 140" NOTES: 1. Min 12" of fresh conrete below bar. 2. Clear spacing not less than 2xDb. 3. Clear cover not less than Db. 4. Db = bar diameter. TENSION LAP SPLICES BOTTOM BARS Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 24" 23" 20" #4 1 32" 29" 25" #539" 33" 37" 32" #6 47" 43" 38" #7 69" 63" 55" #8 78" 72" 63" #9 89" 81" 71" #10 101" 91" 80" #11 111" 102" 1 88" #14 133" 1 121" 106" #18 177" 1 162" 141" NOTES: 1. Clear spacing not less than 2xDb. 2. Clear cover not less than Db. 3. Db = bar diameter. 4. Mechanical couplers may be substituted for #6 bars and larger. NOTES: 1. Min 12" of fresh conrete below bar. 2. Clear spacing not less than 2xDb. 3. Clear cover not less than Db. 4. Db = bar diameter. 5. Mechanical couplers may be substituted for #6 bars and larger. COMPRESSION LAP SPLICES TENSION LAP SPLICES TOP BARS Bar Size Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 32" 29" 25" #4 42" 38" 33" #5 51" 47" 41" #6 62" 56" 49" #7 90" 82" 71" #8 102" 94" 81" #9 115" 106" 911. #10 130" 119" 103" #11 143" 132" 114" #14 173" 158" 137" #18 231" 210" 182" NOTES: 1. Min 12" of fresh conrete below bar. 2. Clear spacing not less than 2xDb. 3. Clear cover not less than Db. 4. Db = bar diameter. 5. Mechanical couplers may be substituted for #6 bars and larger. COMPRESSION LAP SPLICES FOOTING SCHEDULE Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 #3 12" 12" 12" #4 15" 15" 15" #5 19" 19" 19" #6 23" 23" 23" #7 27" 27" 27" #8 30" 30" 30" #9 34" 34" 34" #10 39" 39" 39" #11 1 43" 43" 43" #14 51" 51" 51" #18 68" 68" 68" NOTES: 1. Mechanical couplers may be substituted for #6 bars and larger. COLUMN FOOTING SCHEDULE DEVELOPMENT LENGTH HOOKS Ftg Dimensions Bar Size f (Normal Weight Concrete), psi 2500 3000 4000 Hook Length 90 degree 180 degree #3 91, 91, 6" 6" 3„ #4 12" ill, 10" 6" 3" #5 15" 14" 12" 8" 3" #6 18" 17" 15" 9" 3" #7 21" 20" 17" 11" 4" #8 24" 22" 19" 12" 4" #9 28" 25" 22" 14" 5" #10 31" 28" 25" 16" 6" #11 34" 31" 1 27" 17" 6" #14 41" 38" 33"211. 7" #18 55" 50" 43" 28" 9" COLUMN FOOTING SCHEDULE Mark Ftg Dimensions P16 Bottom Reinforcing Remarks Width Length Thickness Short Direction Long Direction No. Size Length No. Size Length F1 4'-0" 4'-0" 1'-4" 6 #6 1 3'-6" 6 #6 3'-6" 0 F21 4'-0" 6'-0" 1'-4" 12 #5 1 3'-6" 5 #5 5'-6" 4 Column Footing Schedule (Square) Notes: 1. Reinforcing clearance at bottom and sides of footings = 3" 2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36". Column Schedule Notes: 1. See typical details for column base construction. PIER SCHEDULE Mark Pier Size Pier Vert Reinforcing COLUMN SCHEDULE P16 1'-4" V-4" 4 #6 Mark Size Base Plate Size Anchor Rods Remarks Thickness Width Length Quantity Size CFS01 (2) 60OS200-54 #10 SCREWS @ 12" IN FIELD. #10 SCREWS @ 4" AT PERIMETER 5/8" 4'-0" 0 BOXED, SIMPSON LCB POST BASE HSS4 HSS4x4x.25 3/4" 10" 10" 4 3/4" F1554 HSS4A HSS4x4x.25 3/4" 10" 10" 4 1/2" 1HILTI KVVIK BOLTS III, 4 3/4" EMBED HSS4B HSS4x4x.25 3/4" 8" 1' - 0" 4 1/2" HILTI KWIK BOLTS III, 4 3/4" EMBED Column Schedule Notes: 1. See typical details for column base construction. PIER SCHEDULE Mark Pier Size Pier Vert Reinforcing Width Length Quantity Size P16 1'-4" V-4" 4 #6 Pier Schedule Notes: 1. Provide 11/2" concrete cover over ties. 2. See typical pier elevation for tie and vertical bar placement. 3. Provide CRSI Typ Bar Bend No T5 ties for all vertical face bars, if there are more than for vertical bars in pier. MASONRY WALL SCHEDULE Mark Type Horiz Wall Reinf Vertical Wall Reinforcing Location Size Spa. MVV8 8" CMU See Note 3 #5 1 4' - 0" Center Masonry Wall Schedule Notes: 1. Provide 2" concrete cover from outside face for bars in each face. 2. Grout all cores with rebar solid, unless solid grouted wall is shown. 3. Provide ladder type horizontal reinforcement at 16" oc. Side and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement as control joints. AUTOCLAVED AERATED CONCRETE (AAC) WALL SCHEDULE Mark Type Vertical Wall Reinforcing Location Remarks Size Spa. AAC8 8" AAC #5 4' - 0" Center DOWEL TO FND PER MASONRY WALL DETAILS AAC Wall Schedule Notes: 1. Grout all cores with rebar solidm unless note otherwise. 2, Reinforcing steel in bond beams shall be continuous across control joints, unless noted otherwise. 3. Provide bond beams at top of walls. WALL FOOTING SCHEDULE Mark Dimensions Longitudinal Reinf Transverse Reinf Remarks Width Thickness No. Size Size Spa. WF24 2' - 0" 11-01. 3 #5 SOG01 Wall Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings= 3" 2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36". SLAB ON GRADE SCHEDULE Mark Thickness Reinforcing Drainage Course Retarder Remarks SOG01 6" 6x6-W2.1xVV2.1 WWF 6" GEOTEXTILE FABRIC NON-METALLIC FLOOR HARDENER SHEAR WALL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS Mark Stud Size Sheathing Fasteners Anchor Rods Remarks Size Spacing SW1 60OS162-43 5/8" #10 SCREWS @ 12" IN FIELD. #10 SCREWS @ 4" AT PERIMETER 5/8" 4'-0" 0 SVV2 40OS162-43 5/8" #10 SCREWS @ 12" IN FIELD. #10 SCREWS 4" AT PERIMETER 5/8" 4'-0" SHEAR WALL NOTES: 1. All stud spacing is 16" oc, unless noted otherwise. 2. All sheathing is Exposure 1/Structural 1, unless noted otherwise. 3. Fastener spacing applies to all panel edges, provide fastener spacing at 12" oc in field of panel at intermediate supports. 4. Multi -ply end posts shall match stud size. 5. If anchor rod size and spacing is not indicated, provide 1/2"0 anchor rods at 48" oc.. OPENING CFS HEADER SCHEDULE Mark Header Jamb Remarks H1 (2) 80OS162-68 (2) 60OS200-54 BOXED- OPENINGS UP TO 8'-0" H2 2 80OS162-97 2 60OS200-59 BOXED- OPENINGS 8'-1" TO 12'-0" Opening Header Schedule Notes: 1. Web Stiffeners Required At Each End Of Headers And Sill. 2. Headers Are Boxed Sections, See Details. 3. Jambs Are Back To Back Sections, See Details. 4. Provide Same Framing For Opening Sill As Shown For Header. 5. Minimum Jamb Depth Shown, Actual Jamb Depth To Match Stud Depth If Larger. BLOCK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS Opening Concrete Lintel Up to 6-8" Precast concrete (3000 psi 145 pcf). (1) #5 T&B 8"deep x 4" wide, multiples to L5 x 31/2 x 5/16 match wall thickness. Scored to match wall bond pattern 64" to 10'-0" Concrete bond beam lintel block, filled with concrete or grout (3000 psi), w/ (2) # Description 5 T&B 8" deep x wall thickness. Block Lintel Schedule Notes: 1. Block lintels shall have 8" bearing on each end of opening. 2. Bond Beam lintels shall extend 16" into wall on each side of opening. 3. Precast lintels shall be shored in center for 3 days. FOR ALL LINTELS NOT INDICATED ON PLANS IIBRICK LINTEL SCHEDULE Clear Opening Steel Angle Up to 6-0" L31/2 x 31/2 x 5/16 64' up to 7'-0" L5 x 31/2 x 5/16 7' 0" up to 10' 0" L6 x 31/2 x 3/8 Brick Lintel Schedule Notes: 1. All lintels shall have 8" bearing on each end of opening. 2. All exterior lintels shall be galvanized. 3. All interior lintels shall be shop primed with two coats of epoxy paint. AAC LINTELS (NON LOAD BEARING WALLS1 FOR ALL LINTELS NOT INDICATED ON PLANS Opening Lintel Up to 6-8" AAC 8" wide x 12" high 6-9" to 10'-0" AAC 8" wide x 16" high AAC Lintel Schedule Notes: 1. Minimum bearing = 8" each end of opening. 2. Lintels must be solid, prefabricated lintels. 3. Do NOT cut lintel in the field. Order lintel length based on opeing size plus 16". Lintels may extend more than 8" beyond opening. Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pcnnsvlvania Street, Suite 200 Carmel. Indiana 46032 317.573.6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: McCONZAS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-550-0402 www.mccomaseng.com 317-582-0766 Fax Y MSC �\ �• ��G \ S T 860325 i� STATE OF i F'•..�ND ANP.,. N 4NAL ��`��\ /r1III111t1�`\\ i OFFICE BLDG 7-C-2 THEATER 7-C-1 U PARKING GARAGE 7-C-3 7-C-4 UNDERGROUND - DETENTION 7-C-1 I KEY PLAN SCALE: NTS PLAN NORTH Project: 00 I U Ll.l! w U/ U Q N 0. V) 1 Z L.L. W 0 z W 0- - 0 U) ui r W � � T_ W ~ ~ U Z Q W O = W ~ V J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT.. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date: Sheet Issue Date: 09-01-10 09-01-10 Drawn By: Checked By: nj h JAF Last Revision Date: No. Date Description 0 0 0 0 0 V Project Number: Parcel 7C-8 Sheet Title: GENERAL NOTES AND SCHEDULES Sheet Number: S 4 () ft90 ME110069 BUC @ EACH DLT JOINT u.ln orl r rnnnuln cnnnnlc rnY+u clnr I"111!\VIIUVV IVVLIIILI\VVIIYV tG�RIV SELF -TAPPING SCREWS @ 12" OC TYP TOP PLATE SPLICE SCALE: NTS PANEL CLIPS BTWN SUPPORTS (TYP) LU J 0 U-1 U LU UJ F— w 15 J S403 SCREW SCHEDULE LOCATION FASTENING REMARKS 1�EDGE #10 SCREWS @ 6" OC CRIPPLE 2@FIELD #10 SCREWS @ 12" OC 1 5/8"0 3�SHEAR WALL (2) #10 SCREWS @ 6" OC 11/2"0 LL 3 J c LL C 2 u LL LL _ V F- U U a 1 < SHEATHINGL 61 EDGES 48 SHEATHING SHEAR WALL SEE PLAN 2x4 BLOCKING @ BLOCKED DIAPHRAM WD ROOF OR FLOOR ALL PANEL EDGES TRACK INFILL STUD TRACK EXTERIOR OPENING ELEVATIONS TRACK INFILL STUD HOLE DIAMETER 3/4"0 11/16"0 CRIPPLE 13/16"0 CRIPPLE CRIPPLE 11/8"0 1 5/8"0 STUD 13/4"0 11/2"0 STUD 2"0 2 1/2"0 (ONE EA SIDE OF WEB) STUD RTICAL REINF TYP HEADER GUSSET PLATE, U T/STL EACH SIDE CORNER BAR DETAIL r ANGLE `(MIN) I -_I - --_ ) JAMB (BACK TO BACK) JAMB (BACK TO BACK) I I I OPENING - SEE ARCH EACH SIDE - (OMIT AT DOOR OPENING SILL HEADER INFILL STUD ANGLE 3/8" SHEAR TAB GUSSET PLATE, BEAM 3/4" THICK CAP BEAM OPENING - SEE ARCH EACH SIDE 3/4"0 BOLT PLATE (TYP) ANGLE SILL HEADER INFILL STUD TRACK EXTERIOR OPENING ELEVATIONS TRACK INFILL STUD FRAMING MEMBER TRACK INTERIOR OPENING ELEVATIONS NOTE: APPLY TO UNDERSIDE OF JOISTS AS REQ'D BY ARCHITECTURE TYP ROOF/FLOOR SCREW PATTERN 16 TYPICAL FRAMED OPEING SCALE: NTS ANCHOR ROD HOLE DIAMETER 3/4"0 11/16"0 7/8"0 13/16"0 CRIPPLE 1 1/2"0 11/8"0 1 5/8"0 CRIPPLE 13/4"0 11/2"0 STUD 2"0 2 1/2"0 (ONE EA SIDE OF WEB) STUD RTICAL REINF TYP HORIZ REINFORCING U T/STL TYP BOND BM CORNER BAR DETAIL r +(SEE PLAN) `(MIN) I -_I - --_ ) HEADER GUSSET PLATE, I I I °I EACH SIDE - (OMIT AT DOOR OPENING - ANGLE 3/8" SHEAR TAB JAMB (BACK TO BACK) JAMB (BACK TO BACK) BEAM 3/4" THICK CAP BEAM OPENING - SEE ARCH 3/4"0 BOLT PLATE (TYP) (4 TOTAL) 31, SILL HEADER INFILL STUD I 1/4 TYP L MIN VERT WALL REINF 3/16 CRIPPLE r , COLUMN COLUMN CRIPPLE STUD SIMPLE BEAM (MID COLUMN Q � STUD � FRAMING MEMBER TRACK INTERIOR OPENING ELEVATIONS NOTE: APPLY TO UNDERSIDE OF JOISTS AS REQ'D BY ARCHITECTURE TYP ROOF/FLOOR SCREW PATTERN 16 TYPICAL FRAMED OPEING SCALE: NTS ANCHOR ROD HOLE DIAMETER 3/4"0 11/16"0 7/8"0 13/16"0 1110 1 1/2"0 11/8"0 1 5/8"0 1 1/4"0 13/4"0 11/2"0 2"0 2"0 2 1/2"0 ANCHOR ROD EDGE DISTANCE 3/4"0 11/2"0 7/8"0 1 3/4"0 1 "0 2"0 1 1/8"0 21 /4"0 11/4"0 21 /2"0 1 1 /2"0 3"0 2"0 4'0 SEE ,. SCHEDULEio LU 1110 J w w o U N O O BASEPLATE SEE SCHEDULE\T\ PLAN COLUMN 1/4" LEVELING PLAT 3/4" NON -SHRINK, NON METALLIC GR.r I ANCHOR RODS J COLUMN BASE DETAIL SCALE: 3/4" = V-0'• °Di II coI II o S403 SCALE: NTS T/SLAB, PIER WALL OR FTG T/SLAB, PIER WALL OR FTG LU Of;�3- 3" PL 3/4"x4"x4" C) Oo w/ NUT o < 0 o PL 3/4"x4"x4" LL_ LL w/ NUT °D 1 `D 1/2"0 3/4"0 or 7/8"0 1 "0 1 1 /8"0 or 11/4"0 11/2"0 or 2"0 ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD NOTES: 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING. 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS. TYPICAL ANCHOR ROD DETAILS SCALE: 3/4" = V-0" TYP STL BEAM CONNECTION SCALE: 3/4" = V-0•' CFS JOISTS H CF WALL WIDTH CRIPPLE STUD GUSSET PLATE, EACH SIDE TRACK PIECE @ OPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD -ANCHORAGE @JAMB INTERIOR OPNG HEADER DETA SCALE: NTS SOLID BLOCKING: 18 GA TRACK. LOCATE - BLOCKING AT END OF WALL ADJ TO OPENINGS, AS REQ'D. NOTCH AND BEND FLANGES 90° OR ANCHOR TO VERTICAL W/ CLIP ANGLES (2) #10-16 SCREWS (EA FACE) 12 S403 1- S403 T/BOND BM 180° HOOK +(SEE PLAN) (2) #5 BARS IN GROUTED CORES BOND BEAM REINFORCING 4" T/BOND BMS +(SEE PLAN) L -- 1' 4" TYPICAL STEPPED BOND BEAM SCALE: 3/4" = 1'-0" THICKENED SLAB @INT BRIG WALL SCALE:NTS HVAC DUCT (SEE MECHANICAL FOR SIZE & LOCATION) CONIC SLAB T/SLAB +(SEE PLAN) GRANULAR FILL 500 PSI CONCRETE w/ 10" SLUMP 0— 6" PERFORATED DRAIN OPEN BLOCK CMU WALL O (RUNNING BOND PATTERN) (RUNNING BOND PATTERN) 4" Nm 1 112" #4 x 24„ N @ 8" OC MIN -31 MAX BEAM 3/4" BRIG STIFFENER I #4 X N 2a' @ 8" 0C • 'I 2112 CAP PLATE (ONE EA SIDE OF WEB) DIRECTION OF RTICAL REINF TYP HORIZ REINFORCING U T/STL TYP BOND BM CORNER BAR DETAIL 1 +(SEE PLAN) `(MIN) I -_I - --_ ) 8' -- �L _ - - -=8 DEEP BOND BEAM, - (TYP) (OMIT AT DOOR OPENING) I I I °I I� - (OMIT AT DOOR OPENING - I I 3/8" SHEAR TAB BEAM 3/4" THICK CAP BEAM 3/4"0 BOLT PLATE (TYP) (4 TOTAL) 31, INT NON-BEARING CMU J I 1/4 TYP L MIN VERT WALL REINF 3/16 FULL HEIGHT r , COLUMN COLUMN V CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN TYP STL BEAM CONNECTION SCALE: 3/4" = V-0•' CFS JOISTS H CF WALL WIDTH CRIPPLE STUD GUSSET PLATE, EACH SIDE TRACK PIECE @ OPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD -ANCHORAGE @JAMB INTERIOR OPNG HEADER DETA SCALE: NTS SOLID BLOCKING: 18 GA TRACK. LOCATE - BLOCKING AT END OF WALL ADJ TO OPENINGS, AS REQ'D. NOTCH AND BEND FLANGES 90° OR ANCHOR TO VERTICAL W/ CLIP ANGLES (2) #10-16 SCREWS (EA FACE) 12 S403 1- S403 T/BOND BM 180° HOOK +(SEE PLAN) (2) #5 BARS IN GROUTED CORES BOND BEAM REINFORCING 4" T/BOND BMS +(SEE PLAN) L -- 1' 4" TYPICAL STEPPED BOND BEAM SCALE: 3/4" = 1'-0" THICKENED SLAB @INT BRIG WALL SCALE:NTS HVAC DUCT (SEE MECHANICAL FOR SIZE & LOCATION) CONIC SLAB T/SLAB +(SEE PLAN) GRANULAR FILL 500 PSI CONCRETE w/ 10" SLUMP 0— 6" PERFORATED DRAIN OP 6 SCALE: NTS S403 5403 REINFORCING GROUT (2) CORES ES MASONRY OPNG @ GABLE END WALL UNDERSLAB DUCTWORK DETAIL 8 SCALE: NTS $403 #5x1'-8" @ V-0" OC, USE HILTI HVA ADHESIVE CARTRIDGE TO BOND BAR TO EXISTING SLAB NE NEW SLAB TO EX SLAB SCALE: NTS T/STL +(SEE PLAN) 1" GAP SFS FRAN T WITH BONDING AGENT TING SLAB T/SLAB +(SEE PLAN) T I I L,--, TYP CFS TOP SLIP CONNECTION #10-16 SCREWS (EA FACE) @ EA STUD SCALE: NTS SEE ALTERNATE BRIDGING FOR STUDS LESS THAN OR EQUAL TO 6" x� " 1 112"x20 GA FLAT STRAPS (EA FACE) LAP SPLICE STRAPS MIN 4" (5) #10-16 SCREWS (EA FACE) F NOTE: F PROVIDE BRIDGING RUNS AS FOLLOWS: (1 A. 8'-0" OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY. B. 12'-0" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES. CORNER FRAMING —�-- BOND BEAM ATTOP WALL —�--- _ -71 OPEN BLOCK CMU WALL OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) (RUNNING BOND PATTERN) VERT REINFORCING Nm 1 HORIZ REINFORCING #4 x 24„ N @ 8" OC CMU WALL � CMU WALL .- MM W I #4 X N 2a' @ 8" 0C • 'I 77 7777 Ar ALTERNATE LEG t VERT REINFORCING DIRECTION OF RTICAL REINF INTERSECTION BARS HORIZ REINFORCING U A TYPICAL CORNER B TYPICAL INTERSECTION TYP BOND BM CORNER BAR DETAIL OP 6 SCALE: NTS S403 5403 REINFORCING GROUT (2) CORES ES MASONRY OPNG @ GABLE END WALL UNDERSLAB DUCTWORK DETAIL 8 SCALE: NTS $403 #5x1'-8" @ V-0" OC, USE HILTI HVA ADHESIVE CARTRIDGE TO BOND BAR TO EXISTING SLAB NE NEW SLAB TO EX SLAB SCALE: NTS T/STL +(SEE PLAN) 1" GAP SFS FRAN T WITH BONDING AGENT TING SLAB T/SLAB +(SEE PLAN) T I I L,--, TYP CFS TOP SLIP CONNECTION #10-16 SCREWS (EA FACE) @ EA STUD SCALE: NTS SEE ALTERNATE BRIDGING FOR STUDS LESS THAN OR EQUAL TO 6" x� " 1 112"x20 GA FLAT STRAPS (EA FACE) LAP SPLICE STRAPS MIN 4" (5) #10-16 SCREWS (EA FACE) F NOTE: F PROVIDE BRIDGING RUNS AS FOLLOWS: (1 A. 8'-0" OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY. B. 12'-0" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES. CORNER FRAMING —�-- BOND BEAM ATTOP WALL —�--- _ -71 J I BOND BEAM AT TOP WALL I -^ —------—�-� Checked By: STEEL LINTEL JAF Nm 1 BEARING PLATE (TYP) I� VERT WALL REINF L O MM W / ;1 TE 1 RTICAL REINF O I U 1 MASONRY OPENING 51 1 W L `(MIN) I -_I - --_ ) 8' -- �L _ - - -=8 DEEP BOND BEAM, - (TYP) (OMIT AT DOOR OPENING) I I I I ' 8" DEEP BOND BEAM, - (OMIT AT DOOR OPENING - — 0 f---- BOND BEAM AT TOP WALL I -^ —------—�-� Checked By: U J I.. _ JAF Project. - _ I I� VERT WALL REINF L O MM W T ;1 CAST LINTEL --`--------- I 8 RTICAL REINF O MATCH U ALL REINF ) MASONRY OPENING I I -_I - --_ ) 8' -- �L _ - - -=8 DEEP BOND BEAM, - (TYP) (OMIT AT DOOR OPENING) i TYP MASONRY WALL OPENING 1111,00 2 SCALE: NTS S403 NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING TO MATCH WALL REINFORCING INDICATED ON PLANS. INT OR EXT - LOAD -BERING CMU CMU W"' ' Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street. Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCOM[AS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-550-0402 www.mccomaseng.com 317-582-0766 Fax \\�\\11111111////// Y '''% STERcO''ylJ � No. 860325 STATE OF ��i, ��1'. SND I AN P.••'�� r OFFICE BLDG 7-C-2 THEATER 7-C-1 T A 7 -8 m CS PARKING GARAGE 7-C-3 7-C-4 E.C.-- UNDER---- GRO-- UND-- — DETENTION 7-C-1 KEY PLAN SCALE: NTS PLAN NORTH L Sheet Issue Date: 09-01-10 Drawn By: Checked By: U J I.. _ JAF Project. - Q U VERT WALL REINF L O MM W T CMU WALL 8 O U INT NON-BEARING CMU J GROUT CORE L VERT WALL REINF LJ FULL HEIGHT r , WIRE MESH WALL TIE V (A) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMBQ Q � � M TYP MASONRY WALL REINFORCING r3 O Cfl SCALE: NTS 5403 Z L O L 0— z Z TRUSS TYPE HORIZONTAL REINFORCING 1..` nn J V w L Sheet Issue Date: 09-01-10 Drawn By: Checked By: U J I.. _ JAF Last Revision Date: Q U Z L O T BOND BEAM REINF TO BE - CONTINUOUS THROUGH CONTROL JT (WRAP w/ 1 MASTIC FOR BOND BREAK) ELEVATION TYP MASONRY CONTROL JOINT SCALE: NTS TT 1 I'I 1'I ri 1' °I I°I fl 1°I I I I I I'I TOP PLATE OR BLOCKING LI LI LI @ PANEL EDGE TYPICAL °I LI LI @ ALL PANEL EDGES I•I I.1 I.1 ,� I'I I'I I'I I'I #10 SCREWS @ 12" OC IN °I III 1°1 I•I FIELD OF PANEL I II I,I I,I II I,I LI �� I°I LI LI I•I � LI LI LI LI L I•I 1•I 1.1 II LL II II II I'I I'I III I I 1 1 r HILTI X-UXV @ 4'-0" OC I°I I'I I°I II I°I I•I II I'1 LI � � —ll--�1--J. —IL--��-- ......... ..................... #10 A 4 AROUND FOUNDATION WALL INTERSECTION FRAMING 19CFS BRIDGING DETAIL 14 INTERSECTION PLAN DETAIL 11 TYPICA S4O3 SCALE: NTS NOTES: 1. ALL PLYWOOD SHALL BE 5/8", APA RATED SHEATHING C -D, EXPOSURE 1 MINIMUM. 2. ORIENTED STRAND BOARD (OSB) VNTH APA RATING MAYBE USED. 3. SHEATHING SCREWS TO BE SELF TAPPING -BUGLE HEAD SCREWS S403 SCALE: NTS S403 SCALE: 3/4" = 1'-0" SHEATHING/METAL STUD WALL L PLYWOOD SHEARWALL COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENTOF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA, d INDIANAPOLIS. BID SET Print Date: 09-01-10 Sheet Issue Date: 09-01-10 Drawn By: Checked By: njh JAF Last Revision Date: No. Date Description O O O O O O Project Number: Parcel 7C-8 Sheet Title: TYPICAL SECTIONS AND DETAILS Sheet Number: S4()3 ME110069 �1 s2001 B/JOIST +11' - 4 5/8" iT 'OP ',K SECTION 12 SCALE: 1" = 1'-0" S404 s4001 AAC WALL 1/2" EXP JT MAT'L WALL FTG AND SLAB NOT PART OF SUPPORT SPACE CONSTRUCTION CONC SLAB I T/SLAB +0'- 0" T/SLAB -0'- 41/2" a T/F 4- 4" DRILL AND SET DOWEL TO MATCH WALL REINF w/ HILT] ADHESIVE CARTRIDGE TO BOND IN EXISTING FOUNDATION SECTION e 13 SCALE: 1" = 1'-0" S404 #4 CONT CONIC SLAB 112" EXP JT MAT'L rTISL AB +0'- 0" CONICSLAB a ` , T/SLAB -0'- 41 /2" a a __J , q.. (2) #4 CONT 1'-0" SECTION SCALE: 1" = V-0" SECTION SCALE: 1" = V-0" I L VI QUVIJI SECTION J eo 8 SCALE: 1" = 1'-0" S404 Is3001 14 SECTION S404 SCALE: 1" = V-0" GARAGE PRECAST FRAMING SECTION SCALE: 1" = V-0" B/JOIST +11'- 4 5/8" OIL EB STIFFENER JG 9 S404 SECTION 10 SCALE: 1" = V-0" S404 s3001 B/JOIST +11'- 4 5/8" 'RECAST DBL TEE CFS FRAMING BEAM COLUMN (BEYOND) I SECTION SCALE: 1" = V-0" BEAM (BEYOND) B/JOIST +9' - 6" CFS JOIST CFS CLIP S404 SECTION SCALE: 1" = V-0" L.8) (sEA (sF I WALLREINFAND —-----—---��— DOWEL INTO NEW - - -- FTG -- ----- — --+ — T/F -1' - 4" I I - MAT'L T/SLAB n (SEE PLAN) T/FTG (SEE PLAN) _L FTG (WF) AAC WALL EXIST PRECAST WALL CONIC SLAB (BEYOND) T/SLAB -0'- 41/2", COAT w/ BONDING AGEN � I1 DRILL AND SET DOWEL TO MATCH WALL WALL FTG FTG REINF SECTION SCALE: 3/4" = 1'-0" c �J REINF w/ HILTI ADHESIVE CARTRIDGE TO BOND IN EXISTING FOUNDATION 91, I EXIST FOUNDATION DRILL AND SET #5x1'-8" @ 12" OC W/ HILTI ADHESIVE CARTRIDGE TO BOND IN EXISTING FOUNDATION sD PRECAST WALL --'k 15 1001 - COLUMN �J BASEPLATE 1 1/2" 6" 6" PLAN DETAIL SCALE: 1" = 1'- T AAC WALL OR CMU WALL - BUILD UP TO BOTT OF STRUCTURE, SECTION SCALE: 1" = 1'-0" SECTION SCALE: 1" = V-0" 1" COMPRESSIBLE FILLER r— BOTT OF STRUCTURE L3x3x3/8" x0'-4" LG @ 4'-0" OC - WELD TO STEEL BEAM w/ 1/8" FILLET WELD OR FASTEN TO STRUCTURE w/ 1/2"0 SLEEVE ANCHOR. VI J UVIJ IQ - JLL 1 LfIIY Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street. Suite 200 Carmel, Indiana 46032 317.573.6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: McCONIAS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANT. S 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax 11111///// Y G'. c!> No. 860325 �. STATE OF \ .,!ND i ANP VAlt0��\, IIIIII t i C OFFICE BLDG 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C.---------- UNDERGROUND — DETENTION 7-C-11 KEY PLAN SCALE'NTS PLAN NORTH M Project: W I U J W W NU U Q 0— N U) M 1--O Z O� "I W O z W 0- - fy 0- rn DJ V U)UJ W Z W Q U Z W O = W ~ V J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONRDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING 08 BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED. EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAV WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENTOF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA, INDIANAPOLIS. BID SET Print Date: Sheet Issue Date: 09-01-10 09-01-10 Drawn By: Checked By: njh JAF Last Revision Date: No. Date Description 0 O O O O O Project Number: Parcel 7C-8 Sheet Title: SECTIONS AND DETAILS Sheet Number: S404 ME110069 ■VIvNor W 0 W SCALE: NTS NOTES: 1. MECHANICAL OPENINGS NOT SHOWN IN MODEL VIEW. COORDINATE ALL WALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DWGS. MODEL VIEWS ARE FOR REFERENCE ONLY. NOT ALL STRUCTURAL MEMBERS ARE SHOWN. REFER TO THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsvlvania Street. Suite 200 Carmel, Indiana 46032 317.573.600 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: MCCONIAS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax \\111111111///�� N0. 860325 �. STATE OF 'moi F '•.,lND I ANP ••' �� s %s�ON& E� '��/lllllllll\\\\ OFFICE BLDG 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C.---------- UNDERGROUND — DETENTION 7-C-111 KEY PLAN SCALE: NTS PLAN NORTH Project: co I U 1 w W U U ry Q Q 0- CV (n M I � O Z W O z W - (D �� J V VJ W W5 = W n/ Q U Z W O z w C� Q COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN. AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA, INDIANAPOLIS. BID SET Print Date: Sheet Issue Date: 09-01-10 09-01-10 Drawn By: Checked By: njh JAF Last Revision Date: No. Date Description O O O O O O Project Number: Parcel 7C-8 Sheet Title: MODEL VIEWS Sheet Number: S6()O ME110069 WALL TYPES -FIRE RATINGS ----------®------ 1 HOUR RATED — -------- — ---------- 2HOUR RATED HORIZONTAL FIRE SEPARATIONS r --, 1 HOUR RATED FLOOR/CEILING ASSEMBLY - --- EXITS AND LOCATIONS E BUILDING EXIT I NOTE: 1. SEE FOLLOWING 1/8" PLANS FOR WALL TYPES -FIRE RATINGS IN GREATER DETAIL. 2. HORIZONTAL FIRE SEPARATIONS -ASSEMBLIES SEPARATING THE OCCUPANCY OF SPACES ON PARKING GARAGE LEVEL 1 FROM PARKING GARAGE LEVEL 2 ABOVE. CODE SUMMARY The project will consist of a new one (1) story tenai 14,477 sq.ft. GOVERNING BUILDING CODES Indiana Building Code - 2008 (2006 International B Indiana Fire Code -2008 (2006 International Fire C Indiana Electrical Code - 2005 (2005 National Elec Indiana Mechanical Code - 2008 (2006 Internation Indiana Plumbing Code - 1999 (1997 Uniform Plun Indiana Elevator Code - 2007 (ASME A17.1-2004 Indiana Energy Conservation Code (IECC) -CABO Indiana Accessibility Code - (Chapter 11 of the Indi STANDARDS NFPA 10 -2002 Edition, Portable Fire Extinguisher: NFPA 13 -1999 Edition, Installation of Sprinkler Sy NFPA 14 -2000 Edition, Installation of Standpipes NFPA 20 -1999 Edition, Installation of Centrifugal F NFPA 25 -2002 Edition, Inspection Testing and Ma NFPA 37 -2002 Edition, Installation and Use of Sta NFPA 72 -2002 Edition, National Fire Alarm Code OTHER LAWS AND REGULATIONS General Administrative Rules (675 IAC 12) Americans with Disabilities Act (Federal Law) July USE GROUP CLASSIFICATION A-1 Occupancy B - Occupancl, Construction type : Type II -B (non-combustibl BUILDING AREA: 14,477 sq.ft. gross buildir BUILDING HEIGHT: 1 Story. OCCUPANCY SEPARATIONS FIRE RATED WALLS: 1- hour fire ba SPRINKLER SYSTEM: Fully protected by an autc Sprinklers required for co FIRE ALARM SYSTEM: Required ri LIFE SAFETY PLAN S001 SCALE: 1/16" = 1'-0" 1 ti OVA NE',R: IRMEL CITY CENTER CDMMUNF DEVELOPMENT CORPORATION 30 WEST MAIN STREET SUITE 220 CARMEL, INDIANA 46032 317.571-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) �oolN11I I I I I111IIIA11 STU 4 �C,1STERFa 9Z 1 Q- 00033126 STATE OF �RCHITE(:� OFFICE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 _I PARKING GARAGE 7-C-3 7-C-4 E.C. 0660906699066600 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: 00 I U 1 ti J W W U U Q Q CL N (n M I � O Z WO W 0- z 0� 0- - Ur W W 5 = W ry � Q z Q U OW I- �W V Q J J COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATI ON CONTAINED HEREIN ISCONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE OR IGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED. EXHIBITED. PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED INANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THEA RCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LLC. C COPYRIGHT 20D6,2007 2008, 2009, 2010 JAMESR. STUTZMAN AIA, INDIANAPOLIS BID SET Print Date Sheet Issue Date 1 / 1 / Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: LIFE SAFETY PLAN, CODE SUMMARY Sheet Number: LS001 MINERAL WOOL SAFING INSUL. MINERAL WOOL SAFING INSUL. MINERAL WOOL SAFING INSUL. � MINERAL WOOL SAFING INSUL. M -541 W W U U W Q W o- Z BOT. OF DE CK n — Ur � J W W � � = W ry I.- Q Z Q CEILING O DZ, W C� Q J J 5/8" GYP. BD. 5/8" GYP. BD. SKIM COAT PLASTER 314" RIGID 2" MTL. Z FURRING zz 7/8" MTL. FURRING 3 1/2" SOUND INSULATION/ EIFS EXISTING 8" CMU 8" CMU 8"AAC BLOCK ATTENUATION INSUL. 6" SOUND ATTENUATION 6" SOUND ATTENUATION 6" SOUND6" ATTENUATION SOUND ATTENUATION 6" SOUND ATTENUATION INSUL. PRECAST WALL INSUL. INSUL. INSUL. INSUL. 3 5/8" METAL 3 5/8" METAL 3 5/8" METAL4" METAL 4" METAL STUD 3 5/8" METAL STUD STUD STUD STUD STUD 6" METAL STUD 6" METAL STUD 6" METAL STUD 6" METAL STUD 2" RIGID INSULATION 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. TWO LAYERS 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. 5/8" EXT. SHEATHING VARIES 21 L /8" 7 5/8" q 7 5/8" L 8" L ��r 41/4'"4 7/8" L L4 TIII--fififi 1/4" L L 4 7/8" L L 4 5/8" "1/4 - S2Z M8 M8A A8 S3.5A S3.5C S3.5E S3.5F S4 S4A S6A S6B S6C S6D 1 WALL TYPES GOO SCALE: 3/4" = V-0" PARTITION GENERAL NOTES O WHERE STEEL STUDS ARE REQUIRED FOR WALLS PROVIDE WATER RESISTANT GWB IN ALL ROOMS CONTAINING OPERABLE PLUMBING FIXTURES AND WITHIN 4 FEET OF DRINKING FOUNTAINS/WATER COOLERS, U.N.O. OPARTITIONS INDICATED TO EXTEND UP TO THE BOTTOM OF THE DECK SHALL BE PLACED AROUND THE STRUCTURAL BEAMS SO AS TO FORM A SOLID ACOUSTICAL BARRIER FROM ONE SIDE OF THE WALL TO THE OTHER SIDE OF THE WALL. OPARTITIONS TYPES LOCATED ON AN EXTERIOR WALL WILL HAVE THE TOP AND BOTTOM OF THAT WALL INDICATED ON THE WALL SECTIONS IN ORDER TO COMPLETE THE BUILDING ENVELOPE. O SEE THE ROOM FINISH DRAWINGS FOR ADDITIONAL WALL INFORMATION AND FOR MATERIAL TO BE APPLIED OVER THE WALL CONSTRUCTIONS INDICATED (EXAMPLE: CERAMIC TILE, WALL BASE) OPROVIDE SAFING AT ALL BREAKS IN RATED WALLS. OSEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL WALL INFORMATION. OWHERE AN AIR SPACE IS REQUIRED FOR EXTERIOR WALLS, THE AIR SPACE SHALL BE HELD FREE AND CLEAR OF MORTAR AND CONSTRUCTION DEBRIS. OPROVIDE SOUND ATTENUATION INSULATION IN ALL METAL STUD WALLS, U.N.O. OPROVIDE LATERAL BRACING FOR PARTITIONS WHICH EXTEND PAST CLG. HEIGHT. OREFER TO STRUCTURAL FOR CMU REINFORCING, GROUTING, ETC. O REFER TO STRUCTURAL FOR TYPICAL TOP OF CMU WALL DETAIL. !� REFER TO FLOOR PLANS FOR FIRE RATINGS. OWNER LRMEL CITE' CENTER COMMUNF DEVELOPMENT CORPORATIO 30 WEST M AIN STREET SUITE 220 CARMEL, INDIANA 46032 317.971-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) rz STERF �9 00033126 STATE OF CIH1111ki OFFICE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 g' lir PARKING GARAGE 7-C-3 7-C-4 E.C. ••.•••o••••••••• 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: co 1 U � I ti M J W W U U W Q Q � U) M O CO Z W O W o- Z n — Ur � J W W � � = W ry I.- Q Z Q U O W W C� Q J J i COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT ISAN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, PO OR RTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED N ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THEARCHITECT JAMES R STUTZMAN AND PEDCOR DESIGN GROUP LLC. c COPYRIGHT 2006, 2007. 2008, 2009. 2010 JAMES R. STUTZMAN. AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: GENERAL ARCHITECTURAL Sheet Number: A600 1 --irril .11" 2 ENLARGED CORRIDO A101 I SCALE: 1/4" = V-0" M nI A KI 7 IiiWKM J sA sB sC sD sE sF M sG sH Q 2 1 A301 A301 EXIST. OFFICE BLDG./ 2 5 ' 2 , BLACK BOX THEATER --------,A400 A401 A101 I------ — -- -- 15 HH ' — - - - — - - TOILET 1 I EXISTING 10 IN X 120A EXISTING sa 3 I.STORAGEN I 3 I S6c 11311 ` I1 GARAGE ELEVATOR T. ` I I I I SILL I 3 SF CATERING L I I MACHINE RECORDING 120 W I 1271 8 I, STAIR S-1 rn SHOP Sa 1 3 s2z 1 ssA A401 I DRESSING CORR. 10 0 � — — — — — — 10 — — :t_ 142 A400 A401 S3 5E ROOM 11 S4 4 TYP. STOORAGE sa r ssc , 13 401 137 REHEARSAL ROOM SI REHEARSAL ROOM .:: ; .. I S3.SE I / _ 1 --- P: I I121 sa I I 120 CORRIDOR CN 1 10I M8 - GARAGE - — - - — _—_- — -—--—-—- — - — - —- —12 -I---- - — - — - —- -+-- -CORRIDOR-- 137 143 10 O I I I I S3. SE I ( 500 I I 134 I I 5 - 1 1 1 I I 1 s3. WOMEN'S , ssc I I I I 1 DRESSING ROOM e4O I A8RESTROOM 1 ssc N 13 I ROOM ROOM N s2z CIVIC COSTUME SHOP I I 110 I I 83.5E CHANGING CHANGING 101 I I I I I ' I I I I I ' A401 IM. I I 13 139 1 1 I 12'-10 1/4" I 8'-1 1/4" S3.5F •07 1 2 I I S6A S3.5F 11 S3.5F I I I , TOILET I 1 13 133 1oz I 1 o III o III I1 109 UJAMEN'S S3.5F N. I I1I II I1 4'-10" 12 1 I1 CORRIDOR R 6-5 1/4" 6-5 1/4" 17'-6 1/8" 1 83.5RE OOM 0 17i8 3/4" 1 216 RESTRM.RESTRM.12 S3.5F OFFICE S3.5F 4o1 I9' 8" 9' 5"11208 1-0 1/16 13 _ 1 4 Q 4 I ssc `BREAK AREA ` I S6C S6C 109 110 I 1 I =Ca i7 l 1 14 _ 10 _ O - ------ - --- - - -�-----------�--I— _ - --- -- - — "20 3 ------— A$- — -- — -- —ssc --�--- --\ -- .6c= = ® —� ---- - "�--------� " L--- "---- ,22 -u---- `— -- �— --- —� �- I -10 10 - - v ° -- 3 A301 I I 6C I 1 (0 1 CORRIDOR — r� a� I - TT- - — �' - -CORRIDOR" - 4 1 4 1 -"} CORRIDOR PUBLIC i0 CORRIDOR 3' o" A301 I I 10 CORRIDOR '� I 112 4 I--�" ---- - �-- -� ssc ( L---I--II - — - -- 13--- - A401 — A$ -N ---- - 12.5 O� i l ------ 1038 �1O --� - -- --� -- --' - -- - - --- -- - ---- - - 1 --�--- - ---- 103A 0 I 112A Q Q I 30 T-6" 4I ' 1 4 in (M 1 0 4. 2 S6 6 4' 1/4" m EDUCATII U 3 Ms ON A500 I �' A500 I sa ( As v1 1 1/2" EIFS STORAGE ' �p A400 1 N3A I S6C ' " I 6-2 1/4" ' " 14'-6" 15-6 3/16" 6-5 1/4" 114 6-5 1 ' " 6-5 1/24" I 14'-11 9/16" 5-5 1/8" PARENT o 1 4'-1011 4'-10" 11 NG 3 I I 1 113 sa I 2 2 3/8" szz CLASSROOM 1 CLASSROOM 1 1 s3.5c CLASSROOM I �' CORRIDOR - 9' -6' ssc 1 LAUNDRY/ WORKSHOP I3 12 1-0 I I 113C I 12 ( 124 12 I s2Z 1 I 4 1 REHEARSAL ROOM REHEARSAL ROOM I `� A500 I 141 I 14 SIM, OPP, HAND S2Z 1 10'-3 13/16" 5'-2 7/16" 3 I ,— - 6 I 4 1 125C I I I I A500 A500 1 15 N M I S6C I I I I I I I EXISTING GARAGE SERVER 0.7.::4:4:.T6.:.:6 -4-4.:.::.:.:6:4:o:4:6:4:..0.. GARAGEEXISTING II SPRINKLEREXISTING WATER RISER ROOMi 119 �..We .:....-. •.-.....-.-. •.-.. o..-.-.:.-.5 F II I � 1 I BUILDING ENGINEER MAINTENANCE 10 ' i i 01 9 N TEACHER 119 0 1 115 ' 1 115 CORR. TEACHER ISA 117 EDUCATION ASSOCIATE ® ©EDUCATION ®DIRECTOR Igo IEW U•WILEA I I IDOOR IN MOVABLE 1246 PARTITION WALL a I I I I I I I I I I I I I $ I I I I A50 I 1 I 13 14 - — — - — - — - — - — - — - — — - -�— - — - — - — - — 1 •' � 1 � U I I N I 1'-1 3/8" 14'-3" 6'-0"1 1 1 26-3 3/4" 13 0 I 0 l 0 0 0 464 1/8" I I I GENERAL NOTES A. +0'-0" = 833.50' B. THESE GENERAL NOTES APPLY TO ALL SHEETS. C. DIMENSIONS ARE TO FACE CONCRETE WALLS, MASONARY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. D. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. E. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. F. REFER TO SHEETAGO01 FOR WALL TYPES. G. REFER TO SHEET A-600 FOR DOOR & WINDOW TYPES. H. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAIL ASSEMBLIES, ETC. IN ALL FINISHED AREAS. I. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. J. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METALAND ALUMINUM DOOR AND WINDOW FRAMES. K. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. L. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON -LOAD BEARING WALLS; ATALL ABRUPT CHANGES IN WALL HEIGHT; ATALL CHANGES OF WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. M. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. N. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 0. ALL DOOR FRAMES WILL BE LOCATED 8" FROM CLOSEST ADJACENT WALL. U.N.O. P DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF SPECIFIC DIMENSION IS NEEDED Q. ALL WALL TYPE TOP OF WALL CONDITIONS ARE TYPE 2 (BOTTOM OF CFS CEILING JOIST) UNLESS NOTED OTHERWISE. REFER TO SHEET AG001 FOR WALL TYPES. R. REFER TO ENLARGED PLANS WHERE WALL TYPE TAGS ARE NOT SHOWN. S. REFERENCE ENLARGED PLANS FOR DIMENSIONS NOT SHOWN (Off6p MA11'a, A301 r L FIRST FLOOR SCALE: 1/8" = 1'-0" PLAN KEY NOTES 1O. ALIGN WALL WITH INTERIOR FACE OF EXISTING PRECAST O OPERABLE PARTITION, CENTERED ON COLUMN LINE. 3O INFILL OPENING IN PRECAST WALL WTH 3 5/8" MTL. STUDS @ 16" O.C. @ ALIGN CENTER LINE OF WALL W/GRIDLINE. @ ALIGN FACE OF GYP. BD. W/CMU WALL. @ ALIGN FACE OF GYP. BD. W/ FACE OF MTL. FURRING. 7O FIXED EQUIPMENT, SEE A/301. ® PARKING LINES- N.I.C. 9O INSTALL ENTRY SIGN PROVIDED BY OWNER. 10 FIXED MILLWORK, REF. A401. 11 STEEL BOLLARDS, N.I.C. 12 VERIFY DIMENSION W/ OPERABLE PARTITION POCKET REQUIREMENTS. 13 APPLIED PLASTER FINISH. 14 MASONRY INFILL IN PRECAST WALL. 15 PLUMBING EQUIP SEE P -SERIES DRAWINGS. U T-2" ____fl — - 10.1 THEATER SUPPORT SPACE OWNER: CARMEL CITY CENTER COMMUNIT DEVELOPMENT CORPORATION' 31) NEST XIAIN STREET SUITE 220 CARMEL, IN DIANA 46032 317.571-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) ,,,,..•S.srvr" � �GiSTERFo 9ti 00033126 STATE OF IMA OFFICE BUILDING �{ 7-C-2 JBLACK BOX THEATER 7C2 THEATER i 7-C-1 z Project Number: PARCEL 7C-8 Sheet Title: FIRST FLOOR THEATER Sheet Number A101 PARKING GARAGE 7-C-3 7-C-4 E.C. •.•••••••••.•••• 7-C-11 KEY PLAN SCALE:NTS PLAN NORTH Project: 00 W I U 1 J W W U �'U 1..` Q Q 0-- N (n M O I � Z � � W p LLJ a_ z 0. (D V U) W W 5 W = � W Q � z Q U O W _ I— (DW V J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE ARCHITECT AND PEDCOR DESIGN GROUP SOLE PROPERTY OF THE ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED HEREIN CONSTITUTES THE RIGHTS. ALLINFORMATION CONTAINED ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED COPIED. EXHIBITED PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LLC. c COPYRIGHT 2006, 2007 2008. 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 /1 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: FIRST FLOOR THEATER Sheet Number A101 5 A500 1 A200 3 A301 PLAN NOTES O GYP. BD. WALL OPENING AT @ +8'-6". O OPEN TO PRECASTABOVE. O ACOUSTICAL CEILING ASSEMBLY. REF. 1/A500 & 6/A500. CEILING LEGEND 2X2 ACOUSTICAL PANEL ACOUSTICAL CEILING ASSEMBLY a: GYPSUM BOARD ® 2X4 RECESSED LIGHTING 1X4 RECESSED LIGHTING ® 1X4 SUSPENDED LIGHTING WALL MOUNT LIGHTING O RECESSED CAN LIGHT PICTURE LIGHTS = 1' GENERAL NOTES OA ALL CEILING HEIGHTS ARE RELATIVE TO +0'-0" LEVEL 1 U.N.O. O GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BOARD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1 - GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2 - GYPSUM BOARD BEHIND AN APPLIED WALL COVERING, AND WALLS AND CEILINGS IN MECHANICAL AND EQUIPMENT ROOMS. 3. LEVEL 4 - GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL OFFICES, RESTROOMS, DRESSING ROOMS, AND OTHER ROOMS NOT LISTED IN ITEMS 1, 2, & 4. 4. LEVEL 5 - GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. (CORRIDORS, CLASSROOMS, REHEARSAL ROOMS, BREAK AREA) OWNER: LRMEL CITY CENTER COMMUNI' DEVELOPMENT CORPORATION 30 WEST MAIN STREET SUITE 220 CARMEL, INDIANA 46032 317.571-2789 Architect: L PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) `��,\\§, V%, STU 1SITE,?' 92 1Q" 00033126 STATE OF �RCHITE�,,� OFFICE BUILDING --{ 7-C-2 JBLACKOX B THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: 00 I U � I ti M J W W U U W Q Q � (n M 1 O Z W O W o- Z 0� n — CD D J � W W � � = W � III- Q Z Q U O W 2 W F- r V J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN, THESE DRAW NGS, ORT ERESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED. EXHIBITED. PHOTOGRAPHED. PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 2006, 2007, 2008, 2009. 2010 JAMES R. STUTZMAN. AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: FIRST FLOOR RCP Sheet Number: A111 X, GENERAL FINISH NOTES: 1. ALL NEW WOOD DOORS ARE TO BE STAINED TS -STI, UNLESS NOTED OTHERWISE. REFER TO DOOR SCHEDULE ON A601. 2. ALL NEW METAL DOOR FRAMES TO BE PAINTED SEMI -GLOSS TO MATCH ADJACENT WALL FINISH, UNLESS NOTED OTHERWISE. REFER TO DOOR SCHEDULE ON A601. 3. ALL NEW METAL DOORS TO BE PAINTED SEMI -GLOSS TO MATCH ADJACENT WALL, UNLESS NOTED OTHERWISE. REFER TO DOOR SCHEDULE ON A601. 4. SEE SHEET Al21 FOR FINISH LEGEND. 5. OPEN CEILINGS ARE TO BE PAINTED TS -P6. DRYWALL CEILINGS ARE TO BE PAINTED TS -P3. SUSPENDED ACOUSTICAL CEILINGS ARE TO BE TS-ACT1. SUSPENDED CEILING IN CATERING KITCHEN IS TO BE TS-ACT2. 6. CARPET TO CARPETAND/OR CARPET TO HARD SURFACE FLOORING TRANSITIONS TO BE FEATHERED AS REQUIRED OR ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH TRANSITION FROM FINISH TO FINISH. 7. G.C. TO PROVIDE ZINC TRANSITION WHERE TILE AND CARPET FINISHES MEET. 8. BASE IN REST ROOMS MUST BE MINIMUM 5" HEIGHT TO MEET BOARD OF HEALTH CODE. 9. G.C. TO SUBMIT STAINED AND/OR PAINTED SAMPLE OF MILLWORK TO DESIGNER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH MILLWORK FINISHES PROCESS. 10. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. 11, PAINT ALL EXPOSED METAL SURFACES (i.e. GRILLS, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. 12. ALL WALLS THAT ARE FINISHED WITH TILE ARE TO BE GREENBOARD INSTEAD OF GYPSUM BOARD. 13. EPDXY FLOORING IN THE CATERING KITCHEN IS TO USE AQ -ROK QUARTZ AGGREGATE. 14. EPDXY FLOORING IN THE TOILET AREAS ARE TO USE A FLINT SHOT QUARTZ AGGREGATE. 15. ALL WALLS WITH MIRRORS IN THE REHEARSAL ROOMS AND CLASSROOMS ARE TO HAVE BALLET BARS ON THEM. MIRRORS ARE TO GO FROM 1'-0" AFF TO 8'-0" AFF. BALLET BARS ARE TO BE AJUSTA BARRE - SINGLE WALL BRACKET 501 WITH ASH WOOD BARRE MATERIAL PREFINISHED 701. ROOM FINISH SCHEDULE °= OPEN, INISHOSED APPLEDLING. Ts- WALL PROTECTION- 48 X 96 rs-ssz SOLID SURFACE WP MFG: KOROGARD MFG: CORIAN PATTERN: P1-HAIRCELL .040" COLOR: ANTHRACITE COLOR: PUMICE W CONTACT: HEIDI GESSNER, 317.590.0290 CONTACT: KATHY ZINGRAF 317.372.1260 U LOCATION: WINDOWSILLS LOCATION: CATERING CEILING NOTE: INSTALL PANELS VERTICALLY OTHER N ABOVE EPDXY BASE. NO. ROOM NAME WALL FLR. BASE MAT. HT. COLLECTION: ECO SERIES VOLUME #2 CASEWORK LIGHTING REMARKS 100 CATERING TS-WP1 TS-EP1 TS -132 TS-ACT2 8'-6" CONTACT: KRISTIN REDDICK 317.201.7255 2x4 LAY -IN FLUORESCENT. (CLEANABLE) INSTALL WALL PROTECTION 4'X 8' PANELS VERTICALLY FROM EPDXY BASE TO CEILING. 101 COSTUME SHOP TS -P1 TS-VCT1 TS -B6 TS -P3 10'-3/8" ABOVE TO BE PAINTED. TS-SS2 CHAIN HUNG LIGHT FIXTURE. TS-SS2 TO BE INSTALLEDAT WINDOW SILLS. 102 OFFICE TS -P1 TS -C2 TS -131 TS-ACT1 9'-01, LOCATION: DOORS COLOR: PUMICE 2x4 LAY -IN FLUORESCENT. 103 CORRIDOR TS -P1 TS-WM1 TS -131 TS-ACT1 10'-0" SERIES: SIERRA 2x4 LAY -IN FLUORESCENT. QUARTER TURN WALK OFF CARPET TILES. 104 COSTUME STORAGE TS -P1 TS-VCT1 TS -B6 TS -P3 10'-3/8" COLOR: STAINLESS STEEL 304 SATIN FINISH #4 TS-SS2 CHAIN HUNG LIGHT FIXTURE. LOCATION: ALL PUBLIC CORRIDOR OUTSIDE 105 BUILDING ENGINEER TS -P1 TS-SC1 TS -137 --- 0 GRID: 15/16" PRELUDE PLASTIC LAMINATES CHAIN HUNG LIGHT FIXTURE. LOCATION: GENERAL TS-PL1 PLASTIC LAMINATE MFG: WILSONART TS TS-ACT1 9'-0" MFG: ARMSTRONG RECESSED DOWNLIGHT & SPOT LIGHTS TILE BORDER TS-PCT2. QUARTER TURN WALKOFF TILES. CORNERS GUARDS TS-WP4 ARE TO BE INSTALLED ON ALL OUTSIDE CORNER. 106 PUBLIC CORRIDOR TS -P7 TS-WM2/PCT3, -B8 LOCATION: CATERING 107 STORAGE TS -P1 TS-SC1 TS -B7 TS -P3 10'-3/8" CHAIN HUNG LIGHT FIXTURE. 108 RECORDING SHOP TS -P1 TS -C2 TS -61 TS-ACT1 9'-01, 2x4 LAY -IN FLUORESCENT. - - 109 MENS RESTROOM - /W TS -P21 - TS-PCT1 - TS -B3 - TS-ACT1 8'-0" TS-PL2/SS1 2x4 LAY -IN FLUORESCENT. TOILET PARTITIONS TO BE TS-TP1. INSTALL W1 ON WET WALL ONLY. SEE ELEV. 6/A401 FOR TILE PATTERN. 110 WOMENS RESTROOM TS-P2/W1 TS-PCT1 TS -B3 TS-ACT1 8'-0" TS-PL2/SS1 2x4 LAY -IN FLUORESCENT. TOILET PARTITIONS TO BE TS-TP1. INSTALL W1 ON WET WALL ONLY. SEE ELEV. 6/A401 FOR TILE PATTERN. 111 'JANITOR TS -P2 TS-PCT1 TS -133 TS -P3 10'i 3/8" 2x4 LAY -IN FLUORESCENT. 112 CORRIDOR TS -P1 TS -C1 TS -61 TS-ACT1 8-0 2x4 LAY -IN FLUORESCENT. QUARTER TURN CARPET TILES. 113 PARENT WAITING TS -P1 TS -C1 TS -B1 TS-ACT1 9'-0" 2x4 LAY -IN FLUORESCENT. QUARTER TURN CARPET TILES. 114 EDUCATION STORAGE TS -P1 TS -C2 TS -131 TS-ACT1 9'-0" 2x4 LAY -IN FLUORESCENT. 115 TEACHER TS -P1 TS -C2 TS -61 TS-ACT1 9'-011 2x4 LAY -IN FLUORESCENT. 116 CORRIDOR TS -P1 TS -C1 TS -131 TS-ACT1 9'-01, 2x4 LAY -IN FLUORESCENT. QUARTER TURN CARPET TILES. 117 EDUCATION ASSOC. TS -P1 TS -C2 TS -131 TS-ACT1 9'-0" 2x4 LAY -IN FLUORESCENT. 118 ;EDUCATION DIRECTOR TS -P1 TS -C2 TS -691-0.1 1 TS-ACT1 2x4 LAPIN FLUORESCENT. 119 TEACHER TS -P1 TS -C2 TS -131 TS-ACT1 9'-011 2x4 LAY -IN FLUORESCENT. 120 REHEARSAL ROOM TS-P1/W3 TS-WD1 TS -135 TS -P3 10'-101, CHAIN HUNG LIGHT FIXTURE. INSTALL W3 ON WEST WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. TS-FB1 ON ROOM DIVIDER. 120A' STORAGE TS -P1 TS-SC1 TS -B7 TS -P3 10'-3/8" CHAIN HUNG LIGHT FIXTURE. 121 REHEARSAL ROOM TS-P1/W3 TS-WD1 TS -65 TS -P3 10'-10" CHAIN HUNG LIGHT FIXTURE. INSTALL W3 ON EAST WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. TS -F61 ON ROOM DIVIDER. 122 CORRIDOR TS -P1 TS -C1 TS -61 TS-ACT1 8'-01, 2x4 LAY -IN FLUORESCENT. QUARTER TURN CARPET TILES. 123 CLASSROOM TS-P1/W3 TS-WD1 TS -135 TS -P3 914" SURFACE MOUNTED. INSTALL W3 ON SOUTH WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. TS-FB1 ON ROOM DIVIDER. 124 'CLASSROOM TS-P1/W3 TS-WD1 TS -135 TS P3 9'-4" SURFACE MOUNTED. INSTALL W3 ON SOUTH WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. TS-FB1 ON ROOM DIVIDER. 125 CLASSROOM TS-P1/W3 TS-WD1 TS -B5 TS -P3 9'-411 SURFACE MOUNTED. INSTALL W3 ON SOUTH WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. TS TS-ACT1 2x4 LAY -IN FLUORESCENT. INSTALL 4'X 8' WALL PROTECTION PANEL HORIZONTALLY ABOVE VINYL BASE & PAINT ABOVE. INSTALL TS-WP3 ON ALL OUTSIDE CORNERS. 9'-2" 126 CORRIDOR TS-P1/WP TS-SC2 -137 8'-0" 127 SOUND &LIGHT LOCK TS -W4 TS -C2 TS -134 TS-ACT1 RECESSED DOWNLIGHT. 2x4 LAY FLUORESCENT. INSTALL 4'X 8' WALL PROTECTION PANEL HORIZONTALLY ABOVE VINYL BASE & PAINT ABOVE. INSTALL TS-WP3 ON ALL OUTSIDE CORNERS. 128 'CORRIDOR TS-P1/WP ITS-P1/WP TS-SC2 TS -B7 - - TS-ACT1 ' 9'-2" -IN 2x4 LAY -IN FLUORESCENT. - - - - INSTALL 4' X 8' WALL PROTECTION PANEL HORIZONTALLY ABOVE VINYL BASE & PAINTABOVE. INSTALL TS-WP3 ON ALL OUTSIDE CORNERS. 9'-2" 129 CORRIDOR TS-SC2 TS -B7 TS-ACT1 130 CORRIDOR TS -P1 TS-SC2 TS -137 TS-ACT1 8'-0" RECESSED DOWNLIGHT 131 TOILET TS-W2/W6 TS-EP1 TS -B2 TS-ACT1 8'-0" RECESSED DOWNLIGHT. SEE ELEVATION 8/A401 FOR WALL TILE PATTERN. TS -W5 TO BE SHOWER BASIN, CEILING &SURROUND. 132 DRESSING ROOM TS -P1 TS -C2 TS -B1 TS-ACT1 8'-0" TS-PL3/PL4 RECESSED DOWNLIGHT 133 TOILET TS-W2/W6 TS-EP1 TS -132 TS-ACT1 8'-0" RECESSED DOWNLIGHT. SEE ELEVATION 8/A401 FOR WALL TILE PATTERN. TS -W5 TO BE SHOWER BASIN, CEILING &SURROUND. 134 DRESSING ROOM TS -P1 TS -C2 TS -B1 TS-ACT1 8'-0" TS-PL3/PL4 RECESSED DOWNLIGHT. 135 RESTROOM TS-P2/W1 TS-PCT1 TS -63 TS-ACT1 8'-0" RECESSED DOWNLIGHT. INSTALL TS -W1 ON WET WALL ONLY. SEE ELEVATION 7/A401 FOR TILE PATTERN. 136 RESTROOM TS-P2/W1 TS-PCT1 TS -B3 TS-ACT1 8'-0" I RECESSED DOWNLIGHT. INSTALL TS -W1 ON WET WALL ONLY. SEE ELEVATION 7/A401 FOR TILE PATTERN. 137 CORRIDOR TS -P1 TS-SC1 TS -B7 TS -P3 10'-3/8" RECESSED DOWNLIGHT. 138 CHANGING ROOM TS -P1 TS -C2 TS -B1 TS-ACT1 8-0 2x4 LAY -IN FLUORESCENT. 139 . -- - - - CHANGING ROOM I TS -P1 TS -C2 TS -61 TS-ACT1 8'-0" 2x4 LAPIN FLUORESCENT. - 140 BREAK AREA TS -P1 TS-SC2 TS -67 TS-ACT1 8-0 TS-PL1/PL2 RECESSED DOWNLIGHT. - FOR CASEWORK. 9 1 0 & 12/A401 0 SEE ELEVATION- 141 REHEARSAL ROOM TS-P1/W3 TS-WD1 TS -65 TS -P3 10'-10" --P3 CHAIN HUNG LIGHT FIXTURE. - - . T -FB1 ON ROOM DIVIDER. INSTALL W3 ON WEST WALL ONLY. CEILING PAINT T B DRY FOG S 00 - 142 REHEARSAL ROOM TS-P1/W3 TS-WD1 TS -B5 - TS -P3 - 10'-10" - CHAIN HUNG LIGHT FIXTURE. T -F61 ON R DIVIDER. INSTALL W3 ON EAST WALL ONLY. CEILING PAINT TO BE P3 DRY FOG. S ROOM D D 143 GARAGE CORRIDOR TS -P1 TS-SC1 TS -137 - --- 0 CHAIN HUNG LIGHT FIXTURE. FINISH LEGEND FLOOR PATTERN TS -C1 CARPET TILE - 24" X 24" MFG: BIGELOW PATTERN: CEO TB197 COLOR: SOCRATES 7879 CONTACT. NEIL BOGENSCHUTZ 317.557.2566 LOCATION: CORR., PARENT WAITING Ts-cz CARPET -BROADLOOM MFG: BIGELOW PATTERN: ARTIST BQ199 COLOR: SOCRATES 7879 CONTACT: NEIL BOGENSCHUTZ 317.577.2566 LOCATION: DRESSING RM, CHANGING RM, S.L.L., OFFICES Ovral WALK -OFF CARPET TILE 24" x 24" MFG: BIGELOW PATTERN: RUGGED ROWS COLOR: HEATHER 52 CONTACT: NEIL BOGENSCHUTZ 317.577.2566 LOCATION: PUBLIC CORRIDOR, CORRIDOR wMz WALK -OFF CARPET TILE 24" x 24" MFG: J & J INVISIONS PATTERN: RUNWAY 1421 COLOR: FRESH FACE LOCATION: PUBLIC CORRIDOR EP1 EPDXY MFG: DUR-A-FLEX STYLE: POLY -CRETE SLB COLOR: CHARCOAL CONTACT: MATT SIMPKINS 317.492.9469 LOCATION: CATERING, TOILET NOTE: USE SMALLEST PARTICULATES IN THE EPDXY IN THE TOILET ROOMS VCT1 VINYL COMPOSITION TILE -12"X12" MFG: ARMSTRONG PATTERN: STANDARD EXCELON COLOR: 51830 COTTAGE TAN CONTACT: MARC FENSLER, 317.875.7766 LOCATION: COSTUME SHOP _Ts_ PORCELAIN TILE -13X13 MFG: AMERICAN OLEAN PATTERN: AMBER VALLEY COLOR: BOWLING GREEN AM88 GROUT: TEC -933 STANDARD GRAY CONTACT SUSAN SIMON 317.373.8242 LOCATION: RESTROOMS P PORCELAIN TILE -12 x 24 s -O MFG. DALTILE POLISHED VIBE LIGHT 0 PATTERN. COLOR: TECHNO BLACK V155 GROUT: XXX CONTACT: CHRISTINE STULL 317.727.0230 LOCATION: PUBLIC CORRIDOR POLISHED BORDER TS- PORCELAIN TILE- 24 X 24 PCT3 MFG: DALTILE PATTERN: VIBE - UNPOLISHED COLOR: TECHNO GRAY V151 GROUT: XXX CONTACT: CHRISTINE STULL 317.727.0230 LOCATION: PUBLIC CORRIDOR wS1 WOOD SPRING FLOOR MFG: MADE OF MDF & PLYWOOD ON A SLEEPER SYSTEM W/ BASE COLOR: MATTE BLACK LOCATION: REHEARSAL, CLASSROOM NOTE: INCLUDED IN SEPARATE PACKAGE. FOR REFERENCE ONLY. sc1 SEALED CONCRETE scz STAINED CONCRETE MFG: SCOFIELD STYLE: LITHOCHROME COLOR: WEATHERED BRONZE CS -12 LOCATION: CORRIDOR, BREAK RM BASE Bs- VINYL WALL BASE MFG: JOHNSONITE COLOR: 40 BLACK SIZE: 4" COVE LOCATION: GENERAL B2 EPDXY COVE BASE MFG: DUR-A-FLEX PATTERN: POLY -CRETE SLB COLOR:CHARCOAL SIZE: 6" LOCATION: CATERING, TOILET B3 PORCELAIN TILE COVE BASE MFG: AMERICAN OLEAN PATTERN: AMBER VALLEY COLOR: BOWLING GREEN SIZE: 6" S36E9TB LOCATION: RESTROOMS B4 CARPET BASE Ba MFG: BIGELOW PATTERN: ARTIST BQ199 COLOR: SOCRATES 7879 SIZE: 4" W/ SURGED EDGE LOCATION: SOUND & LIGHT LOCK ZB5WOOD SPRUNG FLOOR BASE Bs t B6 VINYL WALL BASE Bs MFG: JOHNSONITE COLOR: 280 SHORELINE SIZE: 4" COVE LOCATION: COSTUME SHOP B7 VINYL WALL BASE B7 MFG: JOHNSONITE COLOR: 22 PEARL SIZE: 4" COVE LOCATION: CORRIDOR TS- PORCELAIN TILE BASE MFG: DALTILE PATTERN: VIBE - LIGHT POLISHED COLOR: TECHNO BLACK V155 SIZE: 6" LOCATION: PUBLIC CORRIDOR NOTE: CUT TILE DOWN TO MAKE BASE. THEATER SUPPORT FINISH PLAN SCALE: 1/8" = V-0" 0 4' s' 16' PAINT Ts- PAINT P1 MFG: PPG COLOR: ANTIQUE WHITE 516-2 FINISH: EGGSHELL LOCATION: GENERAL S PAINT MFG: PPG COLOR: SUMMER SUEDE 415-4 FINISH: EGGSHELL LOCATION: RESTROOMS TS- PAINT MFG: SHERWIN WILLIAMS COLOR: EXTRAWHITE SW7006 FINISH: FLAT LOCATION: CEILINGS Ts- PAINT P4 MFG: PPG COLOR: ANTIQUE WHITE 516-2 FINISH: SEMI -GLOSS LOCATION: METAL DOORS & FRAMES Ts- PAINT P5 MFG: TBD COLOR: TBD FINISH: TBD LOCATION: GARAGE ACCENT WALL TS- PAINT - DRY FOG P6 MFG: SHERWIN WILLIAMS COLOR: EXTRA WHITE SW7006 FINISH: DRY FOG LOCATION: EXPOSED STRUCTURE AND HVAC Ts- PAINT P7 MFG: PITTSBURGH PAINTS COLOR: FOG 517-3 FINISH: EGGSHELL LOCATION: PUBLIC CORRIDOR WALL FINISHES TS- PORCELAIN WALL TILE -13 x 13 W1 MFG: AMERICAN OLEAN PATTERN: AMBER VALLEY COLOR: BOWLING GREEN GROUT: TEC -933 STANDARD GRAY CONTACT: SUSAN SIMON 317.373.8242 LOCATION: RESTROOMS NOTE: SEE ELEVATION 6 & 7/A401 FOR TILE PATTERN. OTs- R 4" ED CERAMIC TILE -4 X411 wz GLAZ C MFG: AMERICAN OLEAN PATTERN: BRIGHT COLOR: GLOSS ALMOND 0012 GROUT: TEC -902 IVORY CONTACT: SUSAN SIMON, 317.373.8242 LOCATION: TOILET NOTE: SEE ELEVATION 8/A401 FOR TILE PATTERN. QW3 MIRRORS NOTE: MOUNT WITH ADHESIVE FROM 1'-0" AFF TO 8'-0" AFF. PAINT WALL ABOVE MIRRORS. W4 PERFORATED METAL PANEL MFG: ACOUSTICAL SOLUTIONS COLLECTION: ALPHAPERF METAL WALL PANEL SIZE: 2X8 PANEL PATTERN:A COLOR: BLACK LOCATION: SOUND & LIGHT LOCK Ts CULTURED MARBLE MFG: CENTURY MARBLE COLOR: WARM BEIGE (GLOSS) CONTACT. RHONDA FERRELL, 317.867.5555 LOCATION: SHOWER WALLS NOTE: INCLUDE (1) COMBO CADDIE IN EACH SHOWER. Ts- GLAZED CERAMIC TILE -41/4" X 41/4" W6 MFG: AMERICAN OLEAN PATTERN: BRIGHT COLOR: GLOSS ARTICHOKE 0063 GROUT: TEC -902 IVORY CONTACT: SUSAN SIMON, 317.373.8242 LOCATION: TOILET NOTE: SEE ELEVATION 8/A401 FOR TILE PATTERN. TS-PL2 PLASTIC LAMINATE MFG: PIONITE COLOR: TAUPE ST606 FINISH: SUEDE LOCATION: BREAK RM CABINETS & RESTROOM UNDERCOUNTER TS-PL3 PLASTIC LAMINATE MFG: FORMICA COLOR: MADRAS INDIAN SLATE 3688-77 FINISH: SUEDE LOCATION: DRESSING RM COUNTER TS-PL4 PLASTIC LAMINATE MFG: PIONITE COLOR: GREIGE SG210 FINISH: SUEDE LOCATION: DRESSING RM SUPPORTS SOLID SURFACES Ts-ss1 QUARTZ SURFACE MFG: CAMBRIA COLLECTION: CLASSIC COLOR: CARLISLE GRAY 2300 CONTACT: SUSAN STANICH 317.894.2388 LOCATION: RESTROOM COUNTERS WALL PROTECTION Ts- WALL PROTECTION- 48 X 96 rs-ssz SOLID SURFACE WP MFG: KOROGARD MFG: CORIAN PATTERN: P1-HAIRCELL .040" COLOR: ANTHRACITE COLOR: PUMICE W CONTACT: HEIDI GESSNER, 317.590.0290 CONTACT: KATHY ZINGRAF 317.372.1260 U LOCATION: WINDOWSILLS LOCATION: CATERING Q NOTE: INSTALL PANELS VERTICALLY OTHER N ABOVE EPDXY BASE. TS -F81 � FABRIC TS WALL PROTECTION- 48 X 96 � MFG: VERTICAL WALL SOLUTIONS WPM MFG: : KOROGARD � COLLECTION: ECO SERIES VOLUME #2 PATTERN: P1-HAIRCELL .060" 0 MULTI -USE PERFORMANCE TEXTILE COLOR: PUMICE a. PATTERN: ESSENCE CONTACT: KATHY ZINGRAF 317.372.1260 0- COLOR: OYSTER VES -13 LOCATION: CORRIDOR CONTACT: KRISTIN REDDICK 317.201.7255 NOTE: INSTALL PANELS HORIZONTALLY U) LOCATION: ROOM DIVIDER PARTIONS ABOVE VINYL BASE. WALLS BEHIND ARE W 5 TO BE PLYWOOD INSTEAD OF DRYWALL. WALLS TS-STt WOOD STAIN ABOVE TO BE PAINTED. MFG: MARSHFIELD Ts WALL PROTECTION - CORNER GUARDS WP Q SPECIES: CHERRY CUT: PLAIN -SLICED MFG: KOROGARD W COLOR: ESPRESSO 42-95 PATTERN: G400 SERIES 2 LOCATION: DOORS COLOR: PUMICE I- CONTACT. KATHY ZINGRAF 317.372.1260 TS -TPI TOILET PARTITIONS LOCATION: CORRIDOR MFG: BOBRICK SERIES: SIERRA TS WALL PROTECTION - CORNER GUARDS COLOR: DESERT BEIGE SCO2 WP MFG: KOROGARD IL NGERBONE 317.253 .5248 CONTACT CHER 0 PATTERN: GS10 LOCATION: RESTROOMS COLOR: STAINLESS STEEL 304 SATIN FINISH #4 Ts -Acre ACOUSTICAL CEILING TILE LOCATION: ALL PUBLIC CORRIDOR OUTSIDE MFG: ARMSTRONG CORNERS SERIES: DUNE TEGULAR GRID: 15/16" PRELUDE PLASTIC LAMINATES LOCATION: GENERAL TS-PL1 PLASTIC LAMINATE MFG: WILSONART TS-ACT2 ACOUSTICAL CEILING TILE COLOR: SABLE SOAPSTONE 4883-38 MFG: ARMSTRONG LOCATION: BREAK RM COUNTER SERIES: GEORGIAN GRID: 15/16" PRELUDE XL LOCATION: CATERING o"'NTER: LRMEL CITE' CENTER COMMUNNI' DEVELOPMENT CORPORATION 30 NVEST MAIN STREET SUITE 220 CARMEL, INDIANA 36032 317.971-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) STU STER 00033126 STATE OF �///7j�1�11lID A11��tVA��0` OFFICE BUILDING 7-C-2 BLACK B X THEAT 7 -C -z THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 000000000000•••• 7-C-11 KEY PLAN SCALE: NTS (& PLAN NORTH Project: 00 I U 1 ti W W U U Q Q � N (n M I � O Z � � LU 0 w a. z cy- 0- _ r t1 v U) W W W 5 T. W0. Z Q U 0 W 2 W I- V COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAW NGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUIL DI NG OR BUILDINGS MAY BE DUPLICATED COPIED, EXHIBITED. PHOTOGRAPHED. PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT. JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 2006. 2007, 2008. 2009. 2010 JAMES R. STUTZMAN. AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date / 19/10/10 Drawn By Checked By LES LGA/MC EN N i Project Number: PARCEL 7C-8 Sheet Title: FINISH PLAN Sheet Number: A121 X omm THEATER SUPPORT FURNITURE PLAN SCALE:1/8" = V-0" 0 4' 8' 16' Theater Support -Master FF and E List Item Location Description QTY Manufacturer Product Notes TS -127 Catering 3 Compartment Sink 1 Zoll-Zesco 658-D-025 w/ 1 707 -D -213 -KT TS -128 Catering Work Table 48" 1 Zoll-Zesco 708-D-211-5 TS -129 Catering Glass Washer 1 Zoll-Zesco 308-D-014 Cn TS -130 Caterinci Work Table 84" 1 Zoll-Zesco 012-D-420 TS -131 Catering Work Table 96" 1 Zoll-Zesco 012-D-421 0� TS -132 Catering Microwave 1 Zoll-Zesco 014-D-021 � TS -133 Catering Microwave Shelf 1 Zoll-Zesco 708-D-128 TS -134 Catering Coffee Brewer 1 1Bunn 38700.0013 w/ 2 32125.0000 O TS -135 Catering. Costume Shop White Board 3 Clarid e LCS2034R 4'-0" x 3'-0" white board. Mount at 3'-6" to bottom of board. TS -136 Catering, Costume Shop Trash Can 3 Wine H-1047 w/ 1 H-1050 Color to be gray. TS -137 Costume Shop Utility Sink 2 Fiat FL -1 TS -138 Costume Shop Washing Machine 2 G.E. WNRD205OGWC White. 3.5 Cubic Feet. TS -139 Costume Shop Dryer 2 G. E. DNCD450EGWC TS -140 I Costume Shop Steam Press 2 Jiffy Steamer Personal Series Jiffy Steamer J-2 TS -141 Costume Shop Ironinq Board 4 Reliable Corporation(Ironing Board The Board C60 TS -142 Costume Shop Sewing Machine 11 Bernina Bernina 1008 TS -143 Costume Shop Sewing Table 3 Koala Cub Plus IV TS -144 Corridor, Dressing Rm, Changinq Rm. Lockers - 2 Tier 42 Sec Rite 2- Tier, 84 lockers, 12" W x 12" D x 72" H tier Sloped top. Hasp Iock.Color to be Black Craquele FP609. TS -145 Rehearsal, Classroom Trash Cans 5 Uline H-1467 35 gallon TS -146 Toilet Shower Curtain 2 Bradley Model 9533-36" W x 72" H TS -147 Toilet Shower Curtain Hooks 14 Bradley Model 9536 7 Hooks per curtain. TS -148 Toilet, Restroom Coat Hook 4 Bradley Model 9943-3 Hooks Mount at 5'-0" AFF. TS -149 Costume Shop Supply Closet 3 Uline H-2217 Color is to be gray. TS -150 Dressing Room Laundry Bin 2 R&B Wire Products 100E28 Standard Laundry Cart With double pole rack. TS -151 Dressing Room Task Chair 10 Versteel Chela CEC-04/NB/AY COM 1 yd ea. Design Tex Breena 2675-801 TS -152 Dressing Room, Changing Room Costume Rack 11 Quality Fabricators Heavy Du Z -Rack 260601 TS -153 Dressing Room Storag; Shelves 6 Zoll-Zesco 306-D-056 14" D x 24" L 8 Zoll-Zesco 306-D-041 34" Posts TS -154 Dressing Room Changing Room Trash Cans 10 Wine 13 Quart S-14491 BL Color to be black. TS -155 Dressing Room, Changing Room Catering, Costume Sho Rehearsal Clock 12 Hermle Clock Metropolitan 30466-002100 OR thefurniture.com Sword handles contemporary wall clock TS -156 Changing Room Bench 4 Work Space Solutions Hardwood Plank Bench 5784 4 Work Space Solutions Bench Rubber Feet 5822-4 Package of 4 . TS -157 Changing Room Full Height Mirror 4 Bradley Model 780-2460 24" W x 60" H Mount at 12" AFF to bottom. TS -158 Break Room Vendinq Machine 2 TBD TBD TS -159 Break Room Trash Can 2 Uline H-2445 Color to be gray. TS -160 Break Room Water Cooler 1 Oasis Products Nautica Series Model 501001 - 131 RRHS Color to be black. TS -161 lCostume Shop Sewing Table 4 Sewin tablesho .com Double Mobile Desk SAE002 Color is to be black. TS -162 Break Room Round Table 2 Falcon 1300 x 60" round w/ 604-30 base Finish: CP001 MS Matter Black base,Vin I Edge #41 Black Laminate top to be PL1. TS -163 Break Room Chairs 15 St lex Welcome WL23-11-WL05-GB COM .5 yd ea. Desi n Tex Battista 2718-502 TS -164 Costume Shop, Rehearsal, Telephone 9 TBD TBD Classroom, Dressing Room TS -165 Catering Wire Shelving 4 Zoll-Zesco 1 306-D-048 w/ 2 306-D-024 TS -166 Costume Shop Chair 11 JGlobal Total Office Academica Task S2312 - Score Grade In Fabric 1.25 yd ea.1 Momentum Jargon - Kale JA23 TS -167 Costume Shop Bench 1 Work Space Solutions Hardwood Plank Bench 5783 1 Work Space Solutions Bench Rubber Feet 5822-4 Package of 4). TS -168 Costume Shop Curtain Rod 1 Signature Hardware Corner Curtain Rod 198969 Mount at T-0" AFF. 2 Signature Hardware Roller Ball Curtain Rings 12 hooks per package. TS -169 Costume Shop Cubicle Curtain 1 Source One Latern Cubicle Curtain-TLN-01 Autumn Meadow 125" W x 84" TS -170 Corridor Clock 1 Peter Pepper Products WC2001 6 Digit LED sync TECH Clock Mount at 8'-0" AFF. TS -171 Costume Shop Iron 4 Naomoto HYS SeriesHYS-520 HYS-58) Gravity Feed Steam/Electric Iron TS -172 Catering Hand Sink 1 Zoll-Zesco 012 -D -674 -FD w/ 012-D-054 Wall mounted. TS -173 Costume Shop Fabric Shelves 3 Uline H-2211 TS -174 lCostume Shop 3 -way mirror 2 artconce tsstore.com FWM100-122472 TS -175 Costume Shop Shelves 4 Zoll-Zesco 306-D-030 4 Zoll-Zesco 306-D-033 74" Posts. TS -176 Costume Shop Fire Cabinet 1 Uline H -1565M TS -177 Costume Shop Wig Dryer 1 International Wig Guardian Wig Dryer BP 99 OWNER: ,RMEL CITE' CENTER CDMMU I' DEVELOPMENT CORPORATION 30 WEST MAIN STREET SUITE 220 CARMEL, INDIANA 46032 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) .ST 0003312b STATE OF ` 77�7/�f11NI11NlI11N�1��AA�� Y OFFICE BUILDING 7-C-2 BLACK B X THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. ............... 7-C-11 KEY PLAN SCALE: NTS (& PLAN NORTH COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAYWITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARC HITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 2006, 2007, 2008, 2009. 2010 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 / Drawn By Checked By LES LGA/MC Project Number: PARCEL 7C-8 Sheet Title: FURNITURE PLAN Sheet Number: A131 Project: 00 1 U I ti J W W U U Q Q � N Cn M I F_ O Z W W O W n z 0� 0- (.9 ::) J � W W � � = W III_ Q Z Q U O W s F_ rW V Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAYWITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARC HITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 2006, 2007, 2008, 2009. 2010 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 / Drawn By Checked By LES LGA/MC Project Number: PARCEL 7C-8 Sheet Title: FURNITURE PLAN Sheet Number: A131 ri--� WEST WALL ELEVATION e')nn I SCALE: 1/4" = 11-01, 1111_� 1 1 F F.1A500 A301 sTA sB SICsD J I I I I I I I I I I 2 A200 SOUTH WALL ELEVATION SCALE: 1/4" = V-0" OWNER: RMEL CITY CENTER CDMMUNa F DEVELOPMENT CORPORATIO 30 WEST MAIN STREET SUITE 220 CARMEL, INDIANA 46032 317.571-2785 Architect: EV � y PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) \\\\\\M'.- S�.S-rU ��`��' �G\STEI�F 1 00033126 STATE OF OFFICE BUILDING --{ 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. • 666•••.•••••• 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: Q Sheet Issue Date 1 U /10/10 1 ti M J LGA W W U U 0� Q Q Sheet Issue Date / /10/10 (� M 1 LGA O Z 0 W 0 W 0- z n — Ur � J U) W W W 5 = W � � � Q Z Q U O W 17 W I— c� Q J J gs COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL I NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMA NAND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARCH ITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. C COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date / /10/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: ELEVATIONS Sheet Number: A200 1 A200 10.1 50 40 MT11al � N -S BUILDING SECTION LOOKING EAST 6GALE:1/4" = T-0" 14 1 2 N -S BUILDING SECTION LOOKING WEST A301 J SCALE: 1/4" = 1 I-0" E -W BUILDING SECTION LOOKING NORTH Gr:Ai F• 1/d" = 1 RI, OWNER: LRMEL CITE' CENTER COMMUNY DEVELOPMENT CORPORATION 30IVEST MAI\ STREET ,SUITE 2213 CARMEL, INDIANA 46032 317.571-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) o�``��uuunulillll�u�Uiq��i SR. STU rZAI _ 1 00033126 STATE OF g� OFFICE BUILDING 7-C-2 TBTLACKBOX EATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. e—ea...•.••••• 7-C-11 KEY PLAN SCALE:NTS PLAN NORTH COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED N ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARC HI TECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC C COPYRIGHT 2006. 2007. 2008, 2009, 2010 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date 9/10/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: BUILDING SECTIONS Sheet Number: A301 Project: 00 1 U 1 ti J W W U U Q Q N O O Z W O W o- Z W n — (D ::) J U) W w 0� 2 = W W � Q Z Q U O W W I- 0 Q J J COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL NFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED N ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARC HI TECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC C COPYRIGHT 2006. 2007. 2008, 2009, 2010 JAMES R. STUTZMAN, AIA. INDIANAPOLIS. BID SET Print Date Sheet Issue Date 9/10/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: BUILDING SECTIONS Sheet Number: A301 i sB M ENLARGED RESTROOM SCALE: 1/4" = V-131" ___8 I of PLAN ____8 rF� ENLARGED RESTROOM PLAN kA4001 SCALE: 1/4" = V-0" EXIST PRECAST CONIC. WALL APPLY SKIM COAT PLASTER TO EXIST AAC WALL EXIST CONC. SLAB THRESHOLD ENLARGED ENTRY PLAN 1'-0" OWNER: AMEL CITY CENTER COMMUNI' DEVELOPMENT CORPORATION� 30 NVEST MAIN STREET SUITE 220 CARMEL, INDIANA 46032 1 317.571-2789 1 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) '0\11111111111111111 11, S � /// U I ///// oe� V/1 STER 0003 126 STATE OF OFFICE BUILDING 7-C-2 JBLACKBOXI THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SCALE NTS (& PLAN NORTH P.ag COPYRIGHT& OWNERSHIP OF DOCUMENTS T IS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE S LE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS S BMSSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE C NSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPE TY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN AND PEDCOR DESIGN GROUP TO NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS OR THE RESULTING BU�LLD!N OR BUILDINGS OR PORTONS OF THE RESULTING BE D NG BUILDINGS MAYBE DUPLICATED COPIED EXHIBITED PHOTOGRAPHED PUBLISHED MODIFIED OR OTHERWISE DISTRIBUTED INANYWAYWTHOU THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARCHITECTIAMESIR STUTZMAN AND PEDCOR DESIGN GROUP LLC COPYRIGHT 200' 2007,2008 2009 2010 JAMES R STUTZMAN AA INDIANAPOLIS 0 0 0 0 0 BID SET Print Date Sheet Issue Date 12/23/10 9/10/10 Drawn By Checked By DJS LGA Project Number: PARCEL 7C-8 Sheet Title: ENLARGED FLOOR PLANS Sheet Number: A4�100 Project: CIO UJ UJ Cq Cf) M C) (0 z W W 0 LLJ In Z 0� 0- - (D _J LIJ LLJ ryo Z < o LU LLJ _J I P.ag COPYRIGHT& OWNERSHIP OF DOCUMENTS T IS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE S LE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS S BMSSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE C NSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPE TY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN AND PEDCOR DESIGN GROUP TO NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS OR THE RESULTING BU�LLD!N OR BUILDINGS OR PORTONS OF THE RESULTING BE D NG BUILDINGS MAYBE DUPLICATED COPIED EXHIBITED PHOTOGRAPHED PUBLISHED MODIFIED OR OTHERWISE DISTRIBUTED INANYWAYWTHOU THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEARCHITECTIAMESIR STUTZMAN AND PEDCOR DESIGN GROUP LLC COPYRIGHT 200' 2007,2008 2009 2010 JAMES R STUTZMAN AA INDIANAPOLIS 0 0 0 0 0 BID SET Print Date Sheet Issue Date 12/23/10 9/10/10 Drawn By Checked By DJS LGA Project Number: PARCEL 7C-8 Sheet Title: ENLARGED FLOOR PLANS Sheet Number: A4�100 REST ROOM ACCESSORY SCHEDULE MANUFACTURER CATALOG NO. ITEM (OR APPROVED EQUAL) NUMBER MOUNTING HEIGHT FT -11 GRAB BAR - 36" BOBRICK B-6806 X 36 MOUNT AT 34" A.F.F. FT -2] GRAB BAR - 48" BOBRICK B-6806 X 48 MOUNT AT 34" A.F.F. 7-C-4 VERTICAL GRAB BAR - 18" BOBRICK B-6806 X 18 MOUNT AT 39"-41"A.F.F. FT_3� TOILET TISSUE DISP. BOBRICK B-4288 MOUNTAT 28" A.F.F. SCALE.NTS PLAN NORTH TO TOP. a4] MIRROR W/ BRADLEY 747-2 (SEE ELEV. MOUNT DIRECTLY 1221 [LD TEMPERED GLASS FOR DIMENSIONS) ABOVE BACKSPLASH. F4� MIRROR W/ BOBRICK B-2908 48" x XX (SEE MOUNTAT 39" A.F.F. < TEMPERED GLASS ELEV. FOR DIMS) TO BOTTOM. — T75 SOAP DISPENSER BOBRICK B-822 MOUNT IN COUNTER. T5� SOAP DISPENSER -WALL MOUNT BOBRICK B-4112 MOUNT AT 49" AFF TO TOP. mi PAPER TOWEL DISPENSER/ B-43944 AS RECOMMENDED BY WASTE RECEPTACLE BOBRICK MANUFACTURER. T77 FAUCET SLOAN EAF-150-1SM MOUNT IN COUNTER. FT -8] SANITARY NAPKIN DISPOSAL BOBRICK B-4354 MOUNT AT 31" A.F.F. (D < TO TOP. SANITARY NAPKIN DISPOSAL BOBRICK B-270 MOUNT AT 30" A.F.F. COPYRIGHT& OWNERSHIP OF DOCUMENTS (WALL MOUNT) ALL INFORMATION CONTAINED HEREIN IS ONFIDENTIAL ITS SUBMISSIO AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLE TO TOP. R 13 TS ALL INFORMATION CONTAINED HEREIN CONSTITUTES ORIGINALAND UNPUBUSHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN THESE DRAWINGS OR THE RESULTING BUILDING OR BU�LLD N11 OR ORTIONS .1 THE RESULTING BUILDING OR BU DZS MAYBE DUPLICATED COPIED EXHIBITED PHOTOGRAPHED. PUBLISHED, MODIFIED OR OTHER SEDISTRIBUTED INANY WAY WTHOUT THE SPECI IC AND PRIOR WRITTEN CONSENT OFTHEARCH I :ECT JAMES I STIT.AN AND 1EDCOR DESIGN .R.11 ILI: COPYRIGHT 2006 2007 2008 2009 2010 1092 SIERRA FT_9� TOILET PARTITIONS BOBRICK SERIES-SCO2- OVERHEAD BRACED Sheet Issue Date 12/23/10 DESERT BEIGE Drawn By 9" HANDLES -TOILET PARTITIONS MOCKETT DP124A-MATTE HC ONLY. AS RECOMMENDED CHROME BY PARTITION MANUFACTURER. FT 170 FULL-LENGTH MIRROR BOBRICK B-2908 MOUNT AT 12"A.F.F. 36"W X 60"H TO BOTTOM. FTi-1] SINK KOHLER K-2349-0 COORDINATE WITH MEP. FT 172 MOP SINK MUSTEE 63M -WHITE FLOOR MOUNTED. [T-1 3] WATER FOUNTAIN OASIS P8ACSL-SS AS RECOMMENDED BY MANUFACTURER. FT 1-4] MOP HOLDER BRADLEY - 9953 MOUNTABOVE MOP SINK. M5 BARIATRIC SHOWER SEAT BRADLEY 957(l) VERIFY HAND. MOUNT AT 18" AFF TO TOP. FT 176 SHOWER CURTAIN ROD BRADLEY 9538 36" LONG AS RECOMMENDED BY MANUFACTURER. FT1_7] TOWEL SHELF W/ BAR BRADLEY 9301 18"W AS RECOMMENDED BY MANUFACTURER. T718 SINK KOHLER K-2035-1-0 COORDINATE WITH MEP. T719 GRAB BAR -SHOWER BOBRICK B-6861.99 MOUNTAT 34"A.F.F. F2_01 SHAMPOO/CONDITIONER THE DISPENSER 72350 MOUNT AT XX" A.F.F. DISPENSER IN CORNER. PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH. PLASTIC LAMINATE ANGLED SUPPORT. 2'-0 2'-0" PLASTIC LAMINATE UPPER CABINETS WITH 4" CHROME PULLS & (2) ADJUSTABLE SHELVES. SINGLE BOWL STAINLESS STEEL SINK WITH ADA FAUCET AA502 PLASTIC LAMINATE DRAWERS WITH 4" CHROME PULLS. 3_� C14 ADA SINK BASE. FILLER. 1.1 3'-0" i ri `9� BREAK ROOM CABINET ELEVATION (A� 10 2> SCALE: 1/2" V-0" 0 11 2' 4' (A 5 �O2 > PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH. PLASTIC LAMINATE ANGLED SUPPORT. PLASTIC LAMINATE FULL END SUPPORT. BREAK ROOM COUNTER ELEVATION �A401) SCALE: 1/2" 11-01, 0 1 1 2' 4' 13" X 13" PORCELAIN WALLTILE. MOUNT MIRROR FLUSH TO WALL. TRIM TILE TO FIT AS NEEDED. PLASTIC LAMINATE SCREEN. INSTALL WALL TILE TO UNDERSIDE OF COUNTER. 6" TILE BASE. 12'-6" (VIF) EQ. EQ. EQ. EQ.,, GARAGE + C14 1/4 7-C-4 EQ. EQ. EQ. PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH. PLASTIC LAMINATE ANGLED SUPPORT. PLASTIC LAMINATE FULL END SUPPORT. BREAK ROOM COUNTER ELEVATION �A401) SCALE: 1/2" 11-01, 0 1 1 2' 4' 13" X 13" PORCELAIN WALLTILE. MOUNT MIRROR FLUSH TO WALL. TRIM TILE TO FIT AS NEEDED. PLASTIC LAMINATE SCREEN. INSTALL WALL TILE TO UNDERSIDE OF COUNTER. 6" TILE BASE. BREAK ROOM COUNTER ELEVATION - SCALE: 1/2" = V-0" 0 1. 2' 4' MMMM TOILET 131 ELEVATION 8 SCALE: 1/2" V-0" A401 1/2" CERAMIC WALLTILE. CENTER MIRROR OVER SINK. 4 1/2" ACCENT WALL TILE. MOUNT MIRROR FLUSH TO WALL. TRIM TILE TO FIT AS NEEDED. 6" EPDXY BASE. RESTROOM 135 & 136 ELEVATION A401 ENLARGED RESTROOM TILE PATTERN PLAN SCALE: 1/4" V-0" 0 2' 4 Ll 0 4 IM. T M 0 136 135 CENTER MIRROR TI A E /I OVER SINK. 1 —1 1 Ll NOTE:CENTER MOUNT MIRROR STAINED CONCRETE. TILE—IN ROOMS. STAINED CONCRETE. FLUSH TO WALL. TRIM TILE TO FIT AS ENLARGED RESTROOM TILE PATTERN PLAN NEEDED. r2 SCALE: 1/4" V-0" 0 2' 4' 8' �A401) 13" X 13" PORCELAIN WALL TILE. 6" TILE BASE. SCALE: 1/2" V-10" 0 1 2' 4' SUSPENDED ACOUSTICAL CEILING. OPEN PLASTIC LAMINATE CABINETS. LIGHTING ON REF. CEILING PLAN DRAWINGS. MIRROR. PLASTIC LAMINATE COUNTER. ELECTRICAL OUTLETS AS SHOWN ON MEP DRAWINGS. PLASTIC LAMINATE SUPPORTS. 1 14'-3"1 (VIF) `1�1 DRESSING ROOM COUNTER ELEVATION A4 SCALE: 1/2" = V-0" 0 11 2' 4' to -l) 6� MENSRESTROOM 109 ELEVATION A401 SCALE: 1/2" V-0" 0 1 2' 4' �A401 ENLARGE TOILET PLAN 131 SCALE: 1/4" = V-0" 0 2' 4' 81 ENLARGED RESTROOM PLANS 109 & 100 1/4" i. -W 8' 0 0 0 OWNER: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION' 30 WESTMAINSTREET SUITE 220 CARMEL, INDIANA 46032 317.571-2789 Architect: W, A ENFM- PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) STU S T E,? 00033126 STATE OF tA v�1`1111JRCHI OFFICE BUILDING 7-C-2 BLACK Tx�n THEATER 7-C-1 EQ. EQ. EQ. EQ. EQ. EQ.,, GARAGE + C14 7-C-3 7-C-4 E.C. 8860900066606006 7-C-11 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 �p 0 0 SCALE.NTS PLAN NORTH Project: C0 1221 [LD E21 04 UJ UJ 0 o < 3'-1 1/2" 4'-0" 4'-0" T-1 112" BREAK ROOM COUNTER ELEVATION - SCALE: 1/2" = V-0" 0 1. 2' 4' MMMM TOILET 131 ELEVATION 8 SCALE: 1/2" V-0" A401 1/2" CERAMIC WALLTILE. CENTER MIRROR OVER SINK. 4 1/2" ACCENT WALL TILE. MOUNT MIRROR FLUSH TO WALL. TRIM TILE TO FIT AS NEEDED. 6" EPDXY BASE. RESTROOM 135 & 136 ELEVATION A401 ENLARGED RESTROOM TILE PATTERN PLAN SCALE: 1/4" V-0" 0 2' 4 Ll 0 4 IM. T M 0 136 135 CENTER MIRROR TI A E /I OVER SINK. 1 —1 1 Ll NOTE:CENTER MOUNT MIRROR STAINED CONCRETE. TILE—IN ROOMS. STAINED CONCRETE. FLUSH TO WALL. TRIM TILE TO FIT AS ENLARGED RESTROOM TILE PATTERN PLAN NEEDED. r2 SCALE: 1/4" V-0" 0 2' 4' 8' �A401) 13" X 13" PORCELAIN WALL TILE. 6" TILE BASE. SCALE: 1/2" V-10" 0 1 2' 4' SUSPENDED ACOUSTICAL CEILING. OPEN PLASTIC LAMINATE CABINETS. LIGHTING ON REF. CEILING PLAN DRAWINGS. MIRROR. PLASTIC LAMINATE COUNTER. ELECTRICAL OUTLETS AS SHOWN ON MEP DRAWINGS. PLASTIC LAMINATE SUPPORTS. 1 14'-3"1 (VIF) `1�1 DRESSING ROOM COUNTER ELEVATION A4 SCALE: 1/2" = V-0" 0 11 2' 4' to -l) 6� MENSRESTROOM 109 ELEVATION A401 SCALE: 1/2" V-0" 0 1 2' 4' �A401 ENLARGE TOILET PLAN 131 SCALE: 1/4" = V-0" 0 2' 4' 81 ENLARGED RESTROOM PLANS 109 & 100 1/4" i. -W 8' 0 0 0 OWNER: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION' 30 WESTMAINSTREET SUITE 220 CARMEL, INDIANA 46032 317.571-2789 Architect: W, A ENFM- PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) STU S T E,? 00033126 STATE OF tA v�1`1111JRCHI OFFICE BUILDING 7-C-2 BLACK Tx�n THEATER 7-C-1 T 1 T 1 Project Number: E T3 T3 T8A T8A PARCEL 7C-8 119 - E�Ty__ - W, T2A T7 T7 T2A �EJ_4 T2 T18 T18 T2 L 1z Sheet Title: M RES�I MU? )0 Q - STROOM T4A T4A 136 ELEVATIONS & 135 DETAILS T10 T10 L_ �17 I Sheet Number: ENLARGED RESTROOM PLANS 135 & 136 81 0 2' 4' ==01 A,4elO I PARKING GARAGE 7-C-3 7-C-4 E.C. 8860900066606006 7-C-11 KEY PLAN SCALE.NTS PLAN NORTH Project: C0 _J UJ UJ 0 o < C) Z UJ 0 UJ 0— Z O� In (D Z) _J W UJ W M ry W z 0 UJ ui (D < COPYRIGHT& OWNERSHIP OF DOCUMENTS T IS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESGN GROUP ALL INFORMATION CONTAINED HEREIN IS ONFIDENTIAL ITS SUBMISSIO AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLE TUAL PROPERTY RIGHTS OR OTHER RESERVED THE R 13 TS ALL INFORMATION CONTAINED HEREIN CONSTITUTES ORIGINALAND UNPUBUSHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC NO PART OR WHOLE OF THIS DESIGN THESE DRAWINGS OR THE RESULTING BUILDING OR BU�LLD N11 OR ORTIONS .1 THE RESULTING BUILDING OR BU DZS MAYBE DUPLICATED COPIED EXHIBITED PHOTOGRAPHED. PUBLISHED, MODIFIED OR OTHER SEDISTRIBUTED INANY WAY WTHOUT THE SPECI IC AND PRIOR WRITTEN CONSENT OFTHEARCH I :ECT JAMES I STIT.AN AND 1EDCOR DESIGN .R.11 ILI: COPYRIGHT 2006 2007 2008 2009 2010 JAMES R STUTZMAN AIA INDIANAPOLIS BID SET Print Date Sheet Issue Date 12/23/10 MMLLL/11" Drawn By Checked By LES LGA/MC T 1 T 1 Project Number: E T3 T3 T8A T8A PARCEL 7C-8 119 - E�Ty__ - W, T2A T7 T7 T2A �EJ_4 T2 T18 T18 T2 L 1z Sheet Title: M RES�I MU? )0 Q - STROOM T4A T4A 136 ELEVATIONS & 135 DETAILS T10 T10 L_ �17 I Sheet Number: ENLARGED RESTROOM PLANS 135 & 136 81 0 2' 4' ==01 A,4elO I \I D IINERAL WOOL SAFING JSUL. KIST. PRECAST CONC. DOUBLE TEE I/ NEWSPRAYAPPLIED INSUL. FEEL BEAM, REF STRUCTURAL 19 BATT INSULATION 'CFS MTL. JOIST REF. STRUCTURAL 8" GYRBD. 4"ADVANTECH BRAND SHEATHING (T&G) IITH GREEN GLUE APPLIEDATA RATE OF ') TUBES PER 32 SQ FT .,8" GYRBD. 4-1/2" SPRUNG WOOD FLOOR SYSTEM; - 1/4" TEMPERED MDF OVER, - 2 LAYERS 1" T&G CDX OVER, - 2x4 SLEEPERS, 16" O.C., RUNNING EAST -WEST OVER, - 3/4"x4"x4" NEOPRENE PADS, 16" O.C.) 7i—GARAGE SLAB N.I.C. 6" CONC. SLAB, REF. STRUCTURAL EXIST. CONC. FTG. N.I.C. WALL SECTION DETAIL STUD WALL, AND GYP. SET ON SLAB SCHEDULED BASE— CONC. SLAB CORK, 1" MIN. 2x4 SLEEPERS, 16" O.C., RUNNING EASTAND WEST 3/4"x4"x4" NEOPRENE PADS, 16" O.C., CONC. SLAB 3"x4" BLACK VINYL ANGLE BASEBOARD 1/4" TEMPERED MDF 2 LAYERS 1" T&G CDX SPRUNG FLOOR DETAIL SCALE: 1" = 1'-0" ALUM. PLATE SHIMMED LEVEL & BOLTED TO EMBED CONC. SLAB C STEEL EMBED AT EOS- 2x4 SLEEPERS, 16" O.C., RUNNING EAST AND WE 3/4"x4"x4" NEOPRENE PADS, 16" O.C., CORK, 1" MIN. ROUTE STAGE FLOOR, TO RECEIVE STEEL PLATE, LEAVE 1/4" GAP 1/4" TEMPERED MDF 2 LAYERS 1" T&G CDX SPRUNG FLOOR DETAIL crnl F- 111 = 1 -n-- 2" MTL. Z -CHANNEL AND 2" RIGID INSULATION 3 5/8" MTL. STUD W/ BATT INSUL. EXIST. PRECAST CONC. COLUMN EXIST. CAST IRON STORM LEADER 5/8" GYP. BD. EXIST. PRECAST CONC. WALL 5/8" GYP. BD. 2" MTL. Z -CHANNEL AND 2" RIGID INSULATION 4" MTL. STUD W/ BATT INSUL. 5/8" GYP. BD. 2 COLUMN DETAIL A500 SCALE: 1" = 1'-0" MOVABLE PARTITION DETAIL. crnl 1=. l" = 1,-n,, EXIST. CAST IRON STORM LEADER 3 5/8" MTL. STUD W/ BATT INSUL. EXIST. PRECAST CONC. COLUMN 5/8" GYP. BD. 2" MTL. Z-CHANNEL AND 2" RIGID INSULATION EXIST. PRECAST CONC. WALL 4" MTL. STUD W/ BATT INSUL. 5/8" GYP. BD. 3 COLUMN DETAIL A500 SCALE: 1" = V-0" 4 LITEWALL DOOR DETAIL A500 SCALE: 1" = 1'-0" (IST. PRECAST CONC. (SPRAYAPPLIED INSUL. )UID APPLIED WEATHER BARRIER ✓ER 5/8" EXT. SHEATHING @ FL. STUD/ 5/8" GYP. BD. (DASHED) FILL AT NON OPERATIVE )UVERS (5 OF 7) TYR ZEFIN. MTL. LOUVER ROD & SEALANT PERIMETER INT. & CT. TYR SPENDEDACOUS. PANEL (LING DLING 9'-8" 9" GYP. BD. OVER 2" Z -FURRING 12" RIGID INSUL. KIST. PRECAST CONC. WALL 8" GYP. BD. H&J RETURNS REFIN. ALUM. WINDOW WI ROD & SEALANT PERIMETER INT & EXT. NE OF EXIST. PRECAST PENING BEYOND DLID SURFACING SILL CMU W/ 2" EIFS NISH ON EXT. 8" GYP. BD. OVER 2" Z -FURRING 9 2" RIGID INSUL. CONC. SLAB, REF. STRUTURAL RIGID INSUL. GRANULAR FILL OVER %POR RETARDER COURSES 8" CMU GROUTED FULL =LOW FLOOR LINE KIST GRADE BEAM LE CAP 5 WALL SECTION A500 SCALE: 1" = 1'-0" OWNER: LRMEL CITE' CENTER COMMUNE DEVELOPMENT CORPORATION 30 WESTMAIN STREET SUITE 220 CARMEL, INDIANA 46032 317.571-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) STU �G%ST ERFQ 92 4 00033126 STATE OF OFFICE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. ••.•••.••••.•••• 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: I COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED N ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 200'2007,2008 2009. 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 /1 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: DETAILS Sheet Number: A500 1 U 1 J W W U U � Q Q N W M 1 � O Z W O W 0- z W OIL - (D Z) J W W W W Z Q U O W r I- �W V J J I COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED N ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. c COPYRIGHT 200'2007,2008 2009. 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 /1 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: DETAILS Sheet Number: A500 7 A502 UNDER MOUNT SINK. 1-1/8" QUARTZ SURFACE COUNTER W/ 2" LIP AND 4" BACK AND SIDE SPLASH. 1-1/8" QUARTZ SURFACE APRON. 2"x2" TUBE STEEL SUPPORT SPANNING BETWEEN WALLS. 3/4" PLASTIC LAMINATE REMOVABLE ACCESS PANEL. FINISH TO BE TS-PL2. REQUIRED ADA CLEARANCE UNDER 1 SINKAREA. A502 RESTROOM SINK SECTION SCALE: 11/2"= V-0" 0 6" 12" 18" V-0" 2' X11 OPEN PLASTIC LAMINATE CABINET. MAKE-UP BULBS. ELECTRICAL OUTLETS. 24" d. 3/4" PLASTIC LAMINATE COUNTER WITH 1 1/2" LIP & 4" BACKAND SIDE SPLASH. PLASTIC LAMINATE TAPERED SUPPORT WITH HIDDEN CLEAT. � I I 10" DRESSING ROOM SECTION A502) SCALE: 1" = V-0" 5 A502 24" d. 3/4" PLASTIC LAMINATE COUNTER WITH 1 1/2" LIP & 4" BACKAND SIDE SPLASH. PLASTIC LAMINATE FULL END SUPPORT WITH HIDDEN CLEAT. FULL END SUPPORT Zo N O U LU O M Q 0 N PLASTIC LAMINATE UPPER CABINET. (2)ADJUSTABLE SHELVES. PULLS TO BE MOCKETT #DP54B. UPPER CABINET SCALE: 1" _ 2 A502 'PLASTIC LAMINATE COUNTER W/ 12" LIP AND 4" BACK SPLASH. _LS TO BE MOCKETT '54B. \STIC LAMINATE CABINET W/ 4WERS. BASE CABINET 1" = 1'-0" NOTE: SINK PIPES BELOWARE TO BE WRAPPED FOR COMPLIANCE WITH ADA GUIDELINES. 4 A502 3 A502 BLOCKING AS REQUIRED. SINKAND FAUCETABOVE. HAEFLEE RETRACTABLE DOOR HARDWARE. INDICATES DOOR IN RETRACTED POSTION. ARROW INDICATES DIRECTION OF MOVEMENT BY RETACTABLE DOOR ASTRAGAL ON CABINET DOOR. TOUCH LATCH HARDWARE ON CABINET DOORS. SINK SECTION 24" d. 3/4" PLASTIC LAMINATE COUNTER WITH 1 1/2" LIP & 4" BACKAND SIDE SPLASH. PLASTIC LAMINATE TAPERED SUPPORT WITH HIDDEN CLEAT. ANGLED SUPPORT SCALE: 1" = 1'-U" o«TER: CARMEL CITE' CENTER COMMUNITY DEVELOPMENT CORPORATION 301NES I' 1IAIN STRF,ET SUITE 220 CARMEL, INDIANA 46032 317.571-2785 Architect: WPM W. PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 0�G�sTFRFa y2 00033126 iikl STATE OF �% �NDIANP •` OFFICE BUILDING --{ 7-C-2 BLACK TX THEATER 7-C-1 0 0 0 0 0 Project Number: PARCEL 7C-8 Sheet Title: ELEVATIONS & DETAILS Sheet Number A502 PARKING GARAGE 7-C-3 7-C-4 E.C. 000009000000•••• 7-C-11 KEY PLAN SCALE: NTS PLAN NORTH Project: oO U ti J W W U U Q Q � N (!1 co Z r UJ 0 W z r n V J UJ UJ 5 �/ UJ Q Z Q U Ow I W I— V J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT JAMES R PART OR STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED THE SPECIFIC AND PRIOR WRITTEN CONSENT I N ANY WAY WITHOUT OFTHEARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LLC. C COPYRIGHT 2006. 200], 2008, 2009.2010 JAMES STUTZMAN, AIA. INDIANAPOLIS BID SET Print Date Sheet Issue Date 12/23/10 9/1 /1 Drawn By Checked By LES LGA/MC 0 0 0 0 0 Project Number: PARCEL 7C-8 Sheet Title: ELEVATIONS & DETAILS Sheet Number A502 WINDOWAND LOUVER ELEVATIONS WINDOW TYPES: LOUVER TYPES: 1" INSULATING CLEAR TEMPERED SAFTY 3'-33/8" 2" 2'-11 3/8" 3'-33/8" 2" A, 2'-11 3/8" 6-0" 2„ 5'-8" In It 7t T-0" It 2" 2" A, 6'-8" 2" t! V J 1 1 f�j G2 O N N I Co 0 1d0 O r N N N N co io LG N CV I Cl) > � I�' THE EXTENT OF DOOR AND FRAME INFORMATION ST STEEL l<J 6) r` f CV WD WOOD G2 INCLUDING QUANTITY OF EACH. IFA DOOR, FRAME OR SIDELIGHT TG TEMPERED GLAZING N 1 1 2 3 DOOR TYPES: 0 W J W U SCHED. m 4" F 1/7" DOOR AND FRAME ELEVATIONS F 1/9" SCHED. 0 W J W U 0 W J W _ U U) SCHED. FRAME TYPES: 2" SCHED. 2" 2" SCHED. 2" LO 2' 0 P-1 2" SCHED. GLAZING SCHEDULE N0, TYPE G1 1" INSULATING CLEAR TEMPERED SAFTY G2 1" INSULATING CLEAR LOW -E TEMPERED SAFETY G3 1/4" CLEAR WIRE G4 SEE PLAN FOR SS STAINLESS STEEL B/1 SEE PLAN FOR LG LAMINATED GLAZINGCOMPREHEND THE EXTENT OF DOOR AND FRAME INFORMATION ST STEEL WALL TYPE/ WD WOOD WALL TYPE/ INCLUDING QUANTITY OF EACH. IFA DOOR, FRAME OR SIDELIGHT TG TEMPERED GLAZING 1 SHOWN ON THE DRAWING IS OMITTED FROM THIS SCHEDULE, FG THICKNESS INDICATES 2 DOOR LEAVES OF DOOR TYPE PROVIDE SAME AS REQUIRED FOR SIMILIAR OPENINGS. SP THICKNESS , 7, w 0- z BB/1 B. A PLUS/MINUS SIGN (±) INDICATES A WIDTH THAT VARIES. (D J INDICATES FRAME TYPE REFERENCE PLANS, ELEVATIONS, DETAILSAND SCHEDULESAS (SEE DOOR AND FRAME ELEVATIONS) REQUIRED. Z Q U O W AAC BLOCK --------'v f 5/8 GYP. BD. AAC BLOCK rW V Q J J LINTEL, REF. , CFS BOX LINTEL, REF. STRUCTURAL f HEADER STRUCTURAL -� DRAWINGS DRAWINGS %; i —HOLLOW METAL SEALANT , . ! FRAME f, SEE SCHEDULE HOLLOW METAL ROD AND SEALANT SEE SCHEDULE AND FRAME FRAME THRESHOLD SET IN GROUTED HOLLOW AND FRAME TYPE ELEVATION HOLLOW METAL ASPHALT MASTIC METAL FRAME TYPE ELEVATION LEAF FRAME SEE SCHEDULE SEALANT DOOR LEAF ,,;A—DOOR DOOR LEAF AND FRAME TYPE ELEVATION CONC. FLOOR Head -H1 Head - H2 Head - H4 Sill - S1 DOOR LEAF DOOR LEAF GROUTED HOLLOW HOLLOW METAL METAL FRAME FRAME AAC BLOCK 5/8 GYP. BD. AAC BLOCK HOLLOW METAL CFS STUD FRAME SURFACE APPLIED STC RATED FRAME DOOR BOTTOM HOLLOW SEAL METAL FRAME ADATHRESHOLD Al SET IN MASTIC SEE PLAN FOR SEE PLAN FOR SEALANT WALL TYPE/ SEALANT WALL TYPE/ THICKNESS THICKNESS CONC. FLOOR Jamb - J1 Jamb - J2 Jamb - J4 Sill - S2 2" SCHED. 2" LO 2' 0 P-1 2" SCHED. GLAZING SCHEDULE N0, TYPE G1 1" INSULATING CLEAR TEMPERED SAFTY G2 1" INSULATING CLEAR LOW -E TEMPERED SAFETY G3 1/4" CLEAR WIRE G4 1/4" CLEAR TEMPERED LEGEND: TYPE: GENERAL NOTES: HM HOLLOW METAL I U A. - THIS DOOR SCHEDULE IS FURNISHED AS ASSISTANCE IT PROVIDES AL AG ALUMINUM ALL GLASS INDICATES DOOR TYPE (SEE DOOR AND FRAME ELEVATIONS) TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR SS STAINLESS STEEL B/1 EXAMINING THE WHOLE DRAWING SETAND SPECIFICATIONS TO LG LAMINATED GLAZINGCOMPREHEND THE EXTENT OF DOOR AND FRAME INFORMATION ST STEEL INDICATES FRAME TYPE WD WOOD (SEE DOOR AND FRAME ELEVATIONS) INCLUDING QUANTITY OF EACH. IFA DOOR, FRAME OR SIDELIGHT TG TEMPERED GLAZING 1 SHOWN ON THE DRAWING IS OMITTED FROM THIS SCHEDULE, FG FROSTED GLAZING INDICATES 2 DOOR LEAVES OF DOOR TYPE PROVIDE SAME AS REQUIRED FOR SIMILIAR OPENINGS. SP SPANDREL PANEL (SEE DOOR AND FRAME ELEVATIONS) w 0- z BB/1 B. A PLUS/MINUS SIGN (±) INDICATES A WIDTH THAT VARIES. (D J INDICATES FRAME TYPE REFERENCE PLANS, ELEVATIONS, DETAILSAND SCHEDULESAS (SEE DOOR AND FRAME ELEVATIONS) REQUIRED. C. ALL OPENING FRAME DIMENSIONS ARE TO THE FRAME AND ASSUME A 1/2" GAP BETWEEN FRAME AND ROUGH OPENING ON EACH SIDE. 0WNE t: ,RMEL CITE' CENTER COMMUNI' DEVELOPMENT CORPORATION 30 WEST MAIN STREET SCI'I'E 220 CARMEL, INDIANA 46032 317.571-2789 Architect: PEDCOR DESIGN GROUP, LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) �op11NUBIII1111//�j�!!!! °�•��,5� S `��' �GISTEI? 00033126 STATE OF OFFICE BUILDING -- 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. oee—esee eee 7-C-11 KEY PLAN SCALE:NTS PLAN NORTH COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PED OR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LLC. c COPYRIGHT 200'2007 2008. 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 9/10/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: DOOR SCHEDULE Sheet Number: A600 Project: 00 I U 1 J W W U '0 0i Q Q aII: N 1 Z �- W p w 0- z 01f 0- (D J W W 17 W Z Q U O W Z rW V Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PED OR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LLC. c COPYRIGHT 200'2007 2008. 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 12/23/10 9/10/10 Drawn By Checked By DJ S LGA Project Number: PARCEL 7C-8 Sheet Title: DOOR SCHEDULE Sheet Number: A600 PIPING IDENTITY SYMBOLS ABBREVIATIONS AND TERMS LINE SYMBOLS 0 DIAMETER, PHASE ET EXPANSION TANK OAT OUTSIDE AIR TEMPERATURE ('F) T DEGREES FAHRENHEIT EW EMERGENCY EYEWASH OBD OPPOSED BLADE DAMPER A/C AIR CONDITIONING EWC ELECTRIC WATER COOLER OD OUTSIDE DIAMETER, OVERFLOW DRAIN ACC AIR COOLED CONDENSER EWT ENTERING WATER TEMPERATURE ('F) OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST OSD OPEN SITE DRAIN AD AREA DRAIN, ACCESS DOOR EXIST EXISTING OZ OUNCE AFF ABOVE FINISHED FLOOR F FURNACE P PUMP AFMS AIR FLOW MEASURING STATION F&T FLOAT AND THERMOSTATIC STEAM TRAP PBD PARALLEL BLADE DAMPER AGA AMERICAN GAS ASSOCIATION FCO FLOOR CLEANOUT PC PLUMBING CONTRACTOR AHU AIR HANDLING UNIT FCU FAN COIL UNIT PD PRESSURE DROP AL ACOUSTICALLY LINED, ALUMINUM FD FLOOR DRAIN, FIRE DAMPER PE PNEUMATIC ELECTRIC AMB AMBIENT FDC FIRE DEPARTMENT CONNECTION PH PHASE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FDTN FOUNDATION PIV POST INDICATOR VALVE AO ANALOG OUTPUT FE FIRE EXTINGUISHER PPM PARTS PER MILLION AP ACID PROOF, ACCESS PANEL FHC FIRE HOSE CABINET PRV PRESSURE REDUCING VALVE APD AIR PRESSURE DROP (IN. WC.) FLR FLOOR PSI POUNDS PER SQUARE INCH ARCH ARCHITECT FM FACTORY MUTUAL PSIA POUNDS PER SQUARE INCH ABSOLUTE ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE FOV FUEL OIL VENT PSIG POUNDS PER SQUARE INCH GAUGE ARV AIR RELIEF VALVE FPM FEET PER MINUTE PTAC PACKAGED TERMINAL AIR CONDITIONER AS AIR SEPARATOR FPVAV FAN POWERED VAV UNIT PVC POLYVINYL CHLORIDE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING FS FLOOR SINK R REGISTER CHILLED WATER RETURN AND AIR CONDITIONING ENGINEERS FSC FIRE SUPPRESSION CONTRACTOR R12 REFRIGERANT (12, 22, ETC.) ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS FSD COMBINATION FIRE/SMOKE DAMPER RA RETURN AIR ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS FT FOOT, FEET RADN RADIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS FTG FOOTING RAT RETURN AIR TEMPERATURE ('F) ATM ATMOSPHERE FTR FINNED TUBE RADIATION RCP REINFORCED CONCRETE PIPE AUTO AUTOMATIC G NATURAL GAS RD ROOF DRAIN AVG AVERAGE GA GAGE OR GAUGE REV REVOLUTIONS AVS ACID VENT STACK GAL GALLON RF RETURN FAN AW ACID WASTE GC GENERAL CONTRACTOR RG RETURN GRILLE AWWA AMERICAN WATER WORKS ASSOCIATION GIV GRAVITY INTAKE VENTILATOR RH RELATIVE HUMIDITY, RODDING HOLE BD BUTTERFLY DAMPER GPD GALLONS PER DAY RM ROOM BDD BACKDRAFT DAMPER GPH GALLONS PER HOUR RP RADIANT PANEL BE BOTTOM ELEVATION GPM GALLONS PER MINUTE RPM REVOLUTIONS PER MINUTE BF BARRIER FREE GR GRILLE, GRAINS RPS REVOLUTIONS PER SECOND BFC BELOW FINISHED CEILING GRV GRAVITY RELIEF VENTILATOR RTU ROOF TOP UNIT BHP BRAKE HORSEPOWER GT GREASE TRAP RV RELIEF VALVE, ROOF VENT BLDG BUILDING HB HOSE BIBB SA SUPPLY AIR BOD BOTTOM OF DUCT HD HEAD (FT.) SAN SANITARY BOP BOTTOM OF PIPING H9 MERCURY SD SUPPLY DIFFUSER, SMOKE DAMPER BSMT BASEMENT HHWP HEATING HOT WATER PUMP SEER SEASONAL ENERGY EFFICIENCY RATIO BT BATHTUB HO HUB OUTLET SF SQUARE FOOT, SUPPLY FAN, SAFETY FACTOR BTM BOTTOM HORIZ HORIZONTAL SG SUPPLY GRILLE BtuH BRITISH THERMAL UNIT PER HOUR HP HORSEPOWER, HEAT PUMP SH SHOWER CA COMPRESSED AIR HR HOUR(S) SK SINK CAV CONSTANT AIR VOLUME HRTU HEATING ONLY ROOFTOP UNIT SMACNA SHEET METAL AND AIR CONDITIONING CB CATCH BASIN HX HEAT EXCHANGER CONTRACTORS NATIONAL ASSOCIATION CCW COUNTERCLOCKWISE Hz HERTZ SP STATIC PRESSURE CD CONDENSATE DRAIN IB INVERTED BUCKET STEAM TRAP SPEC SPECIFICATION CO= CARBON DIOXIDE ID INSIDE DIAMETER SQ SQUARE CF CEILING FAN IE INVERT ELEVATION SR SUPPLY REGISTER CFM CUBIC FEET PER MINUTE IN INCH, INCHES SRV SAFETY RELIEF VALVE CH CHILLER INT INTERIOR SS SERVICE SINK, STAINLESS STEEL CHWP CHILLED WATER PUMP INV INVERT STD STANDARD CI CAST IRON IPS INTERNATIONAL PIPE STANDARD SV STEAM VENT CMP CORRUGATED METAL PIPE IW INDIRECT WASTE TCC TEMPERATURE CONTROL CONTRACTOR CO CLEANOUT K KELVIN TCP TEMPERATURE CONTROL PANEL COMPR COMPRESSOR KEC KITCHEN EQUIPMENT CONTRACTOR TD TEMPERATURE DIFFERENCE COND CONDENSER kW KILOWATT TE TOP ELEVATION CONV CONVECTOR LAB LABORATORY TEMP TEMPERATURE CP CONDENSATE PUMP LAT LEAVING AIR TEMPERATURE ('F) TF TRANSFER FAN CPVC CHLORINATED POLYVINYL CHLORIDE LAV LAVATORY TG TRANSFER GRILLE CT COOLING TOWER LBS POUNDS TMV THERMOSTATIC MIXING VALVE CU CONDENSING UNIT LD LINEAR DIFFUSER TONS TONS OF REFRIGERATION CUH CABINET UNIT HEATER LP LIQUID PETROLEUM TP TRAP PRIMER CUV CLASSROOM UNIT VENTILATOR LTG LIGHTING TRANS TRANSITION CV CONTROL VALVE LWT LEAVING WATER TEMPERATURE ('F) TS TAMPER SWITCH CW CLOCKWISE MA MIXED AIR TSP TOTAL STATIC PRESSURE (IN. WC.) CWP CONDENSER WATER PUMP MAT MIXED AIR TEMPERATURE ('F) TXV THERMAL EXPANSION VALVE dB DECIBEL MAX MAXIMUM TYP TYPICAL DB DRY BULB MB MOP BASIN UCD UNDERCUT DOOR DF DRINKING FOUNTAIN MBH THOUSAND Btu PER HOUR UH UNIT HEATER DG DOOR GRILLE MC MECHANICAL CONTRACTOR UL UNDERWRITERS LABORATORIES DH DUCT HEATER MCA MINIMUM CIRCUIT AMPS LION UNLESS OTHERWISE NOTED DI DIGITAL INPUT MCC MOTOR CONTROL CENTER UR URINAL DIA DIAMETER MD MOTORIZED DAMPER US UP STREAM DIFF DIFFUSER MFR MANUFACTURER UV UNIT VENTILATOR DN DOWN MH MANHOLE V VOLTS, VENT DO DIGITAL OUTPUT MIN MINIMUM VAC VACUUM DS DOWNSPOUT, DOWN STREAM MISC MISCELLANEOUS VAV VARIABLE AIR VOLUME DW DISTILLED WATER MS MOP SINK VB VACUUM BREAKER DWG DRAWING MTD MOUNTED VD VOLUME DAMPER DWH DOMESTIC WATER HEATER MV MANUAL VENT VEL VELOCITY DWV DRAIN, WASTE & VENT N NITROGEN VERT VERTICAL DX DIRECT EXPANSION NA NOT APPLICABLE VF VENTILATION FAN EA EXHAUST AIR NC NOISE CRITERIA, NORMALLY CLOSED VFD VARIABLE FREQUENCY DRIVE EAT ENTERING AIR TEMPERATURE ('F) NEC NATIONAL ELECTRIC CODE VTR VENT THROUGH ROOF EC ELECTRICAL CONTRACTOR NFC NATIONAL FIRE CODE VUV VERTICAL UNIT VENTILATOR ECO EXTERIOR CLEANOUT NFPA NATIONAL FIRE PROTECTION ASSOCIATION W WASTE, WATT EDR EQUIVALENT DIRECT RADIATION NFWH NON—FREEZE WALL HYDRANT WC WATER COLUMN EER ENERGY EFFICIENCY RATIO NIC NOT IN CONTRACT WB WET BULB EF EXHAUST FAN NO NORMALLY OPEN, NITROUS OXIDE WC WATER CLOSET EFF EFFICIENCY NOM NOMINAL WCO WALL CLEANOUT EG EXHAUST GRILLE NPW NON—POTABLE WATER WH WALL HYDRANT EL ELEVATION NTS NOT TO SCALE WPD WATER PRESSURE DROP (FT. HD.) EOM END OF MAIN DRIP 0 OXYGEN WSHP WATER SOURCE HEAT PUMP ES EMERGENCY SHOWER OA OUTSIDE AIR YD YARD DRAIN ESP EXTERNAL STATIC PRESSURE (IN. WG.) OAI OUTSIDE AIR INTAKE PIPING IDENTITY SYMBOLS PIPING LINE SYMBOLS -0 HIGH PRESSURE STEAM (>61 PSIG) HIPS PIPE DROP STORM DRAIN ST MEDIUM PRESSURE STEAM (16-60 PSIG) MPS M-401 FOOTING/FOUNDATION DRAIN FD LOW PRESSURE STEAM (<15 PSIG) LPS FLEXIBLE CONNECTOR SANITARY WASTE (W) EXPANSION COMPENSATOR HIGH PRESSURE CONDENSATE — — HPC — — — SANITARY GREASE SG MEDIUM PRESSURE CONDENSATE — — MPC — — — SANITARY FORCED MAIN FM LOW PRESSURE CONDENSATE — — LPC — — — SANITARY VENT (V) SCME: 1/8' = 1'-0' BOILER BLOW DOWN BBD CHECK VALVE ACID WASTE AW BOILER FEED BF — -- - ACID VENT — — AV — — PUMPED CONDENSATE PC ANGLE VALVE DRAIN D VACUUM PUMP DISCHARGE VPD -- -�-- - -4 -- - A�' INDIRECT WASTE IW HUMIDIFICATION H ELECTRIC TWO-WAY CONTROL VALVE PUMP DISCHARGE PD MAKE UP WATER MU REFERENCE SCHEDULE LOCATION FOR ADDITIONAL DOMESTIC COLD WATER (CW) - - - AIR RELIEF VENT — — ARV — — DOMESTIC HOT WATER SUPPLY (HWS) -- -- HEAT RECLAIM PIPING HR AIRFLOW (CUBIC FEET PER MINUTE) DOMESTIC HOT WATER RETURN (HWR) --- --- HEATING WATER SUPPLY HWS AUTOMATIC FLOW CONTROL VALVE 1407 HOT WATER 14O'F HEATING WATER RETURN HWR 140'F HOT WATER RETURN 140'F REFRIGERANT DISCHARGE RD VACUUM BREAKER NON -POTABLE WATER - NPW - REFRIGERANT SUCTION RS DRINKING WATER SUPPLY DWS REFRIGERANT LIQUID RL REFRIGERATION SIGHT GLASS DRINKING WATER RETURN DWR REFRIGERANT HOT GAS RHG D SOFT WATER SW BRINE SUPPLY BS WATER HAMMER ARRESTER WITH SCHEDULE TYPE CHLORINATED WATER CL BRINE RETURN BR A 2 DISTILLED WATER DI CONDENSER WATER SUPPLY CS WALL CLEANOUT DEIONIZED WATER DE CONDENSER WATER RETURN CR --4 HB -1 - -,—F WH -1 FIRE SUPPRESSION F CHILLED WATER SUPPLY CWS GAS METER NATURAL GAS (WC OR PSIG) G CHILLED WATER RETURN CWR GAS VENT GV — DUAL TEMPERATURE SUPPLY DT5 UPRIGHT SPRINKLER HEAD LIQUID PETROLEUM LP DUAL TEMPERATURE RETURN DTR AD MEDICAL COMPRESSED AIR (WC OR PSIG) MA HEAT PUMP WATER SUPPLY HPWS MOTORIZED DAMPER WITHE±n MEDICAL VACUUM MV HEAT PUMP WATER RETURN HPWR OXYGEN 0 GLYCOL HEATING SUPPLY GHS DOOR NITROGEN N GLYCOL HEATING RETURN GHR I I NITROUS OXIDE NO FUEL OIL SUPPLY FOS CARBON DIOXIDE CO2 FUEL OIL RETURN FOR I WET VACUUM CLEANING WVC FUEL OIL VENT FOV DRY VACUUM CLEANING DVC CONDENSATE DRAIN CD COMPRESSED AIR (WC OR PSIG) A CONTROL WIRING • — • — TEMPERED WATER SUPPLY TWS MMFLEXIBLE DUCTWORK — — — — TEMPERED WATER RETURN TWR PIPING IDENTITY SYMBOLS ► C-�-,, FLOW DIRECTION ARROW, PITCH DIRECTION ARROW -0 PIPE RISE 24/128 PIPE DROP Al PLAN PIPE CAP GENERAL SHEET PIPE CONTINUES (REFERENCE ELSEWHERE) M-401 PIPE GUIDE AREA LEADER PIPE ANCHOR -- - - �- FLEXIBLE CONNECTOR — - -- --~- -- EXPANSION COMPENSATOR JJ �w EXPANSION LOOP -- - #- ---~ -�f- -- CONCENTRIC, ECCENTRIC FITTINGS --I I--- -- i I- -y UNION, FLANGED UNION -- - ----- - - GATE VALVE (IDENTIFYING LOWER LEFT OF MULTIPLE MODULES) BALL VALVE DRAWING BLOCK TITLE X GLOBE VALVE — ----I �F -v BUTTERFLY VALVE SCME: 1/8' = 1'-0' PLUG VALVE v CHECK VALVE a- PRESSURE REDUCING VALVE --- -' - REDUCED PRESSURE BACKFLOW PREVENTER — -- - DOUBLE CHECK BACKFLOW PREVENTER L4 FJ DOUBLE DETECTOR CHECK VALVE ASSEMBLY —"---#`" ANGLE VALVE INFORMATION. RELIEF VALVE REVISION INDICATOR VALVE WITH OUTSIDE STEM & YOKE -- -�-- - -4 -- - A�' PNEUMATIC TWO-WAY CONTROL VALVE - -- - PNEUMATIC THREE-WAY CONTROL VALVE ELECTRIC TWO-WAY CONTROL VALVE . -- - ELECTRIC THREE-WAY CONTROL VALVE v� SOLENOID VALVE REFERENCE SCHEDULE LOCATION FOR ADDITIONAL FLOW SWITCH INFORMATION. PRESSURE SWITCH __,.__. _. _._.._ _.. _...-_.... .. AQUASTAT MULTIPLIER (OPTIONAL) SCHEDULE TYPE (TYP.#) SP1 ORIFICE FLOW METER 350 VENTURI FLOW METER AIRFLOW (CUBIC FEET PER MINUTE) TURBINE FLOW METER CALIBRATED BALANCE VALVE a- - -- -- --- - - AUTOMATIC FLOW CONTROL VALVE STRAINER STRAINER WITH CAPPED BLOWDOWN MANUAL AIR VENT AUTOMATIC AIR VENT VACUUM BREAKER __._---- TEMPERATURE/PRESSURE TAP ^ 3 THERMOMETER PRESSURE GAUGE - - - - fdiT STEAM TRAP WITH DESIGNATION -- - - REFRIGERATION SIGHT GLASS AL SS:DUCTWORK AL SS AIR FILTER/DRYER R REFRIGERATION THERMAL EXPANSION VALVE D INLINE PUMP DIFFERENTIAL PRESSURE TRANSMITTER WHA- A .. ,,., WATER HAMMER ARRESTER WITH SCHEDULE TYPE -- 30 FD P -TRAP AND RISER ®2 FD -1 FLOOR DRAIN WITH SIZE & SCHEDULE TYPE A 2 END OF PIPE CLEANOUT 0 FC0 FLOOR CLEANOUT TCO WALL CLEANOUT EXTERIOR CLEANOUT OR RODDING HOLE THERMOSTATIC I&ING VALVE WITH SCHEDULE TYPE --4 HB -1 - -,—F WH -1 HOSE BIBB, WALL HYDRANT WITH SCHEDULE TYPE WATER METER {[j]I-._ GAS METER eOFD ROOF DRAIN, OVERFLOW DRAIN WITH SIZE - POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION j VALVE TAMPER SWITCH -Q UPRIGHT SPRINKLER HEAD -- PENDANT SPRINKLER HEAD DRY PENDANT SPRINKLER HEAD AD CONCEALED SPRINKLER HEAD SIDEWALL SPRINKLER HEAD HVAC IDENTITY SYMBOLS 24/12 RECTANGULAR DUCTWORK DESIGNATION IN INCHES, FIRST 240 ROUND SPIRAL DUCTWORK 24/128 FIAT OVAL DUCTWORK DESIGNATION IN INCHES, FIRST Al PLAN DIMENSION IS SIDE SHOWN GENERAL SHEET DESIGNATION IN INCHES M-401 DIMENSION IS SIDE SHOWN AREA LEADER RECTANGULAR SUPPLY AIR, LINE LEADER ROUND SPIRAL SUPPLY AIR, REFERENCE DETAIL LOCATION FOR ADDITIONAL FLAT OVAL SUPPLY AIR, DQ I OUTSIDE AIR DUCTWORK RISE 00 1 OUTSIDE AIR DUCTWORK RISE ADDITIONAL INFORMATION. OUTSIDE AIR DUCTWORK RISE DRAWING MODULE LOCATION RECTANGULAR SUPPLY AIR,ROUND (IDENTIFYING LOWER LEFT OF MULTIPLE MODULES) SPIRAL SUPPLY AIR, DRAWING BLOCK TITLE X FLAT OVAL SUPPLY AIR, Al 0 4' a' 16' OUTSIDE AIR DUCTWORK DROP SCME: 1/8' = 1'-0' OUTSIDE AIR DUCTWORK DROP v OUTSIDE AIR DUCTWORK DROP a- RECTANGULAR RETURN AIR, ROUND SPIRAL RETURN AIR, REFERENCE SHEET LOCATION FOR ADDITIONAL FLAT OVAL RETURN AIR, REFERENCE TITLE BLOCK LOCATION FOR ADDITIONAL TRANSFER AIR DUCTWORK 0 1 TRANSFER AIR DUCTWORK INFORMATION. TRANSFER AIR DUCTWORK REVISION INDICATOR RISE RISE W RISE RECTANGULAR RETURN AIR, REVISION CLOUD ROUND SPIRAL RETURN AIR, REFERENCE SCHEDULE LOCATION FOR ADDITIONAL FLAT OVAL RETURN AIR, REFERENCE SCHEDULE LOCATION FOR ADDITIONAL TRANSFER AIR DUCTWORK INFORMATION. TRANSFER AIR DUCTWORK j TRANSFER AIR DUCTWORK MULTIPLIER (OPTIONAL) SCHEDULE TYPE (TYP.#) SP1 DROP 350 DROP AIRFLOW (CUBIC FEET PER MINUTE) DROP RECTANGULAR EXHAUST AIR, J ROUND SPIRAL EXHAUST AIR, FLAT OVAL EXHAUST AIR, RELIEF AIR DUCTWORK RISE RELIEF AIR DUCTWORK RISE RELIEF AIR DUCTWORK RISE RECTANGULAR EXHAUST AIR, ROUND SPIRAL EXHAUST AIR, ^ 3 FLAT OVAL EXHAUST AIR, RELIEF AIR DUCTWORK DROP RELIEF AIR DUCTWORK DROP �� RELIEF AIR DUCTWORK DROP AL SS:DUCTWORK AL SS CONSTRUCTED OF R DUCTWORK RISE IN DIRECTION D DUCTWORK DROP IN ALUMINUM, STAINLESS STEEL OF FLOW DIRECTION OF FLOW 20' 30' -� STANDARD DEGREE ANGLE TRANSITION IN DIRECTION OF 2 SUPPLY AIR, OUTSIDE AIR IN RETURN AIR, EXHAUST AIR, TRANSFER AIR, RELIEF AIR IN FLOW DIRECTION OF FLOW DIRECTION OF FLOW RECTANGULAR TO ROUND, ECCENTRIC DUCT TRANSITIONCD==� CONCENTRIC DUCT TRANSITION FLAT OVAL DUCT TRANSITION j VOLUME DAMPER SAD, ACCESS DOOR DUCTWORK CAP AD 56 MOTORIZED DAMPER WITHE±n FIRE DAMPER WITH ACCESS !n I SMOKE DAMPER WITH ACCESS ACCESS DOOR DOOR DOOR BACK DRAFT DAMPER WITH DOOR I AIRFLOW MEASURING STATION WITH ACCESS DOOR I I FIRE AND SMOKE DAMPER WITH ACCESS DOOR ACCESS PRESSURE SENSOR WITH ACCESS DOOR I TEMPERATURE SENSOR WITH ACCESS DOOR I SMOKE DETECTOR WITH ACCESS DOOR DUCTWORK LINING OR DOUBLE STATIC PRESSURE CHANGE IN MMFLEXIBLE DUCTWORK — — — — WALL DUCTWORK, DESIGNATION NTI INCHES CONNECTION — — — — SHOWN IS FREE AREA 45' BEVELED FITTING FOR RECTANGULAR TO RADIUS DUCTWORK ELBOW RADIUS 1.5xW) SA SOUND ATTENUATOR (CENTERLINE RECTANGULAR DUCTWORK 17� CONICAL FITTING FOR ROUND OR FLAT OVAL TO RADIUS DUCTWORK ELBOW WITH TURNING VANES It MITERED DUCTWORK ELBOW RECTANGULAR DUCTWORK CONICAL FITTING FOR ROUND OR FLAT OVAL TO ROUND OR WYE RADIUS DUCTWORKT ELBOW MITERED DUCTWORK ELBOW WITH TURNING VANES FLAT OVAL DUCTWORK 45' LATERAL FITTING FOR ROUND OR FLAT OVAL TO ROUND OR 45' RADIUS DUCTWORK ELBOW1:19TRANSFER AIR ELBOW WITH DUCTWORK STUBS FOR (CENTERLINE RADIUS 1.5xW) FLAT OVAL DUCTWORK SOUND ATTENUATION SPIN -IN FITTING FOR ROUND TO RECTANGULAR DUCTWORK, ® CEILING PANEL SUPPLY AIR DIFFUSER ® ROUND SUPPLY AIR DIFFUSER LOW PRESSURE DUCTWORK FLEXIBLE DUCTWORK® CONNECTION TO DIFFUSER, RECTANGULAR SUPPLY AIR RETURN AIR, EXHAUST AIR, TRANSFER AIR REGISTER OR MAXIMUM SIX FEET REGISTER GRILLE SIDEWALLSIDEWALL SUPPLY AIR +-W RETURN AIR, EXHAUST AIR, TRANSFER AIR Q LINEAR SLOT SUPPLY AIR REGISTER OR GRILLE REGISTER REGISTER OR GRILLE DIFFUSER (D THERMOSTAT WITH ASSOCIATED EQUIPMENT DESIGNATION � 1033;1033;TEMPERATURE � DOOR GRILLE OR UNDERCUT (TU -12.34) (OPTIONAL) SENSOR DOOR HUMIDISTAT WITH ASSOCIATED Q EQUIPMENT DESIGNATION ® CARBON DIOXIDE SENSOR CEILING DESTRATIFICATION FAN (TU -12.34) (OPTIONAL) ® TEMPERATURE CONTROL ® VARIABLE FREQUENCY DRIVE�� '-��' CENTRIFUGAL ROOF EXHAUST PANEL FAN HYDRONIC REHEAT COIL WITH TERMINAL UNIT WITH �'111 INLINE FAN ACCESS DOOR HYDRONIC REHEAT COIL ELECTRIC REHEAT COIL WITH TERMINAL UNIT WITH ELECTRIC SERIES/PARALLEL FAN t711 ACCESS DOOR REHEAT COIL POWERED TERMINAL UNIT ® BASE MOUNTED PUMP Q UNIT VENTILATOR <-� UNIT HEATER HEAT EXCHANGER AIR SEPARATOR o FINNED TUBE RADIATION REFERENCE SYMBOLS SECTION INDICATOR: REFERENCE SECTION LOCATION THROUGH AN AREA FOR KEYNOTE INDICATOR: REFERENCE SHEET KEYNOTE LOCATION FOR ADDITIONAL ADDITIONAL INFORMATION. INFORMATION. LOCATION BEYOND AREA KEYNOTE INDICATORS XSECTION IN DRAWING MODULE EXTENSION NUMERIC CHARACTER Al PLAN RELATES TO ITEM 1 1 1 GENERAL SHEET POINT LEADER M-401 _ _. ... _.. AREA LEADER SECTION LOCATION AT SUBSET SHEET LINE LEADER DETAIL INDICATOR: REFERENCE DETAIL LOCATION FOR ADDITIONAL DRAWING BLOCKTTEE REFERENCE DRAWING MODULE LOCATION FOR 3D REPRESENTATIONS (ISOMETRICS) INFORMATION. INDICATOR: ADDITIONAL INFORMATION. LARGE SCALE VIEW LOCATION DETAIL LOCATION IN DRAWING MODULE LOCATION IN DRAWING MODULE DRAWING MODULE (IDENTIFYING LOWER LEFT OF MULTIPLE MODULES) � t / N DRAWING BLOCK TITLE X Al Al Al 0 4' a' 16' M-401 , M-501 #111110M SCME: 1/8' = 1'-0' moo NUMERIC SCALE GRAPHIC SCALE NORTH ARROW LARGE SCALE VIEW LOCATION DETAIL LOCATION AT a- AT SUBSET SHEET SUBSET SHEET MATCH LINE INDIUTOF7 REFERENCE SHEET LOCATION FOR ADDITIONAL REVISION INDICATOR: REFERENCE TITLE BLOCK LOCATION FOR ADDITIONAL J INFORMATION. ♦�^^ VJ INFORMATION. FLOOR PLAN OVERLAP BEYOND AREA N EXTENSION REVISION INDICATOR SEE M-102 W W REFER TO ADDITIONAL PLAN SHEET FOR CONTINUATION REVISION CLOUD EQUIPMENT INDICATOR: REFERENCE SCHEDULE LOCATION FOR ADDITIONAL DIFFUSER, GRILLE, REFERENCE SCHEDULE LOCATION FOR ADDITIONAL INFORMATION. REGISTER INDICATOR: INFORMATION. TU-XL.I#— NUMERIC CHARACTER RELATES TO ITEM ALPHANUMERIC CHARACTER RELATES TO BUILDING LEVEL (OPTIONAL) MULTIPLIER (OPTIONAL) SCHEDULE TYPE (TYP.#) SP1 ALPHANUMERIC CHARACTER RELATES 350 TO ASSOCIATED AIR HANDLER (OPTIONAL) AIRFLOW (CUBIC FEET PER MINUTE) EQUIPMENT TYPE (GENERAL MECHANICAL NOTES A. ALL WORK SHALL BE IN ACCORDANCE WITH THE BEST QUALITY STANDARDS OF THE TRADE, AND SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL CODES AND STANDARDS. THE SAME ARE MADE A PART OF THESE CONTRACT DOCUMENTS AS IF REPEATED HEREIN. B. CONTRACT DOCUMENTS CONSIST OF BOTH THE PROJECT MANUAL AND DRAWINGS, AND BOTH ARE INTENDED TO BE COMPLEMENTARY. ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. C. THE CONTRACTOR SHALL INCLUDE IN BID PROPOSAL ALL COSTS REQUIRED TO COMPLETELY AND PROPERLY INSTALL ALL WORK REQUIRED FOR THE PROJECT, AND SHALL EXAMINE THE SCOPE OF WORK OF OTHER TRADES PRIOR TO SUBMITTING A BID PROPOSAL. D. CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, HOWEVER, SYSTEMS HAVE BEEN SHOWN DIAGRAMATICALLY AND IN SOME CASES, ENLARGED FOR CLARITY. ANY OFFSETS, ADDITIONAL FITTINGS, AND/OR APPURTENANCES REQUIRED TO PROVIDE A COMPLETE AND COORDINATED SYSTEM SHALL BE BORNE BY THE CONTRACTOR. E. THE ENGINEERING DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ENGINEERING WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, THE DISCREPANCY SHALL BE BROUGHT TO THE ARCHITECTS/ENGINEERS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT/ENGINEER. F. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. G. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING OR BEGINNING WORK ON THIS PROJECT. H. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. I. ANY DETAILS, SYSTEMS AND/OR MATERIALS WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE REVIEWED BY THE OWNER AND ARCHITECT/ENGINEER PRIOR TO THE PREPARATION OF SHOP DRAWINGS. J. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TEMPLATE DRAWINGS FOR ALL MECHANICAL EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATORS, SPRING ISOLATION, ETC., NOT SHOWN ON THE DRAWINGS. K. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF CEILING MOUNTED MATERIALS INCLUDING ALL DIFFUSERS, GRILLES, AND REGISTERS. L. CONTRACTOR SHALL CLOSE ALL UNUSED OPENINGS IN EXISTING DUCTWORK. M. ALL DUCTWORK DESIGNATIONS REFER TO NET FREE AREA INSIDE THE DUCTWORK. N. VOLUME DAMPERS SHALL BE LOCATED AT BRANCH CONNECTION TO THE MAIN. 0. A MAXIMUM OF SIX FEET OF FLEXIBLE DUCTWORK MAY BE USED AT ALL SUPPLY DIFFUSERS. BRANCH DUCTWORK TO DIFFUSER SHALL BE SAME SIZE AS DIFFUSER INLET UNLESS SPECIFICALLY LABELED OTHERWISE. REFER TO DIFFUSER SCHEDULE FOR INLET SIZES. AVOID SHARP BENDS IN FLEXIBLE DUCTWORK WHICH MAY CAUSE EXCESSIVE NOISE. P. ALL STRUCTURAL GRID PENETRATIONS (BY DUCTWORK, PIPING, CONDUITS) SHALL BE SEALED. NOTATION DESIGNATORS GENERAL NOTES: NOTES THAT APPLY EQUALLY TO ALL DISCIPLINES A-000 WITHIN THE DRAWING SET. GENERAL MECHANICAL NOTES THAT APPLY EQUALLY TO ALL SHEETS WITHIN NOTES: THE DISCIPLINE. GENERAL SHEET NOTES THAT APPLY ONLY TO THE SPECIFIC SHEET ON NOTES: WHICH THEY APPEAR. SHEET KEYNOTES: THAT APPLY ONLY TO THE SPECIFIC SHEET ON M-700 TWHTITHEY APPEAR AND USE A KEYNOTE INDICATOR M-800 NTIFY ITEMS. SUBSET DESIGNATORS_ G-000 GENERAL A-000 ARCHITECTURAL F-000 FIRE SUPPRESSION P-000 PLUMBING M-000 MECHANICAL E-000 ELECTRICAL T-000 TELECOMMUNICATION SHEET TYPE DESIGNATORS M-000 GENERAL (SYMBOLS, ABBREVIATIONS, NOTES) M-100 PLANS (DEMOLITION, SITE, FOUNDATION) M-200 PLANS (DUCTWORK, PLUMBING) M-300 PLANS (HYDRONIC PIPING) M-400 LARGE SCALE VIEWS (PLANS, SECTIONS) M-500 DETAILS M-600 SCHEDULES M-700 SHORT SPECIFICATIONS M-800 DIAGRAMS (CONTROLS, RISERS, ONE -LINES) M-900 3D REPRESENTATIONS (ISOMETRICS) LINETYPE DESIGNATORS_ THIN CONTINUOUS LINETYPE INDICATE EXISTING ITEMS TO 1 U REMAIN. INTERMEDIATE DASHED LINETYPE INDICATE EXISTING ITEMS TO --- BE REMOVED. J INTERMEDIATE OR WIDE CONTINUOUS LINETYPE INDICATE NEW ITEMS. W THIN HALFTONE LINETYPE INDICATE ITEMS BY OTHER DISCIPLINE. INDICATES POINT OF NEW CONNECTION TO EXISTING EQUIPMENT, PIPING OR MATERIALS. Q♦��//-�� INDICATES POINT OF DISCONNECTION TO EXISTING N EQUIPMENT, PIPING OR MATERIALS. U LIJ O WMam V J am am a Q N J 0m i Cn ff% CIO") WMO Q z 0 N w 0 Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS CONSULTING ENGINEERS _ 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 WWW.LACQUI5.COM �1SI1a'i � , ,�� qj J P_ , V� Q No. 4 10001163 TATE OEC." l CE BUILDING -1 7-C-2 BLACK BOX THEATER 7-C-2 F1 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 7-C-11 KEY PLAN SC" NTS (& PLAN N13M Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZNAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS IIF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. Q COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Pnnt Uate Sheet Issue Date 01-05-11 01-05,11 Drawn By Checked By OSO AJ M _ Last Revision Date: 0 O 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Symbols And Abbreviations Sheet Sheet Number: M001 1 U J W W U I..L Q♦��//-�� N vJ 1 F— Z W 1110 w W a- z w Ur J ♦�^^ VJ W W 2 W W Z Q U OW Z F— �W V Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZNAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS IIF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. Q COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Pnnt Uate Sheet Issue Date 01-05-11 01-05,11 Drawn By Checked By OSO AJ M _ Last Revision Date: 0 O 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Symbols And Abbreviations Sheet Sheet Number: M001 IBM mim �Wfw�� PrA 104 2 M403 EXISTING ELEVATOR O MACHINE RG2 RG2 a ►� i` GARAGE RE ORDING 1 7-C-4 HOP SG2 i E.C. 108 ti 50 8/ a SI;AM ITS PD3 W 150 U 6/6 (TYP.) 16/6 (TYP. - 6/6 M FILET "_ STAIR S-1 131 295 14 R2 10/8 (TYP.) CO3 R. REHEARSAL ROOM REHEARSAL ROOM —.•• __ - � DRESSING 120 121 (1„1 _._a�, ., 101 RnnM i1� GARAGE YII :■�#4 7-C-4 U E.C. — — — — ti il KEY PLAN SI;AM ITS W RAH IOtTN U U � re 14 -CU-13 PL RG2COF 1 16/6 PD3 SG4 175 150 .DING NEER :NANCE 15....., 3M ho it '"k, (TYP. 3) 177 �`>I ii fir. ii • � ' ►� � 11/ �® ("A ® " \250/ CORRIDOR Lail FCU -1 1 _low .. (`� s ySG4 :. • J _ 1-'DUC.•50PARENT v • _ IrR-G-2\ WAITING 114 113 2 �•_•. ®•. ��; • 116: M • • -•• 123 .� 0• ,TEACHERTEACHER . �' �� -D ® P%1 . • MECHANICAL DUCTWORK PLAN_ SCALE: 1/8” = 1'-0" 0 4' 8' 16' O SHEET KEYNOTES 1 • EXISTING 50/50 EXHAUST DUCT FROM ABOVE. 2. EXISTING 200 EXHAUST DUCT FROM ABOVE. 3. RELOCATE EXISTING EXHAUST AIR GRILLE LIKE PRICE 98 SERIES, SIZE 60/16, 1,430 CFM AS SHOWN. 4• EXISTING MECHANICAL EQUIPMENT IN ELECTRICAL ROOM (PART OF PARKING GARAGE PROJECT). 5. INSTALL 38/24 INSULATED OUTSIDE AIR PLENUM BEHIND LOUVER. REFER TO DETAIL 4/M501. BLANK -OFF UNUSED LOUVER PART WITH 2" INSULATED PANELS. 6• INSTALL 38/24/24H INSULATED EXHAUST AIR PLENUM BEHIND LOUVER. BLANK -OFF UNUSED LOUVER PART WITH 2" INSULATED PANELS. 7• INSTALL EXTENSION SLEEVE (SAME SIZE AS RETURN AIR OPENING) TO ACCOMODATE OUTSIDE AIR DUCT INSTALLATION. 8. INSTALL TWO 72/24 LOUVERS (LIKE RUSKIN ELF837) AND ONE 96/24 LOUVER (LIKE RUSKIN ELF837) WITH 23'-8"x2'-0" INSULATED PLENUM BEHIND. REFER TO STRUCTURAL DWG. FOR OPENINGS LOCATION. 9. DELETE ALL EXISTING MECHANICAL EQUIPMENT IN ELEVATOR MACHINE ROOM. 10. EXISTING ELECTRIC UNIT HEATER (PART OF PARKING GARAGE PROJECT). 11. GARAGE EXHAUST DUCT SHALL BE INSULATED AND LAGGED WITH ONE LAYER 5/8" GWB AND TAPED. REFER TO DETAIL 7/M501. 12• PROVIDE 2 (TWO) LAYERS 5/8-GWB AROUND PLENUM AND EXHAUST DUCTWORK UP TO FIRE DAMPER. OFFSET GWB JOINTS OF INNER AND OUTER LAYERS, TAPE OUTER JOINTS. 13. EXISTING MSA Z GARD C8P PROGRAMABLE CONTROLLER (PART OF PARKING GARAGE PROJECT). 14. 12/12 TRANSFER AIR DUCT ABOVE CEILING. 15. 40 DRYER EXHAUST METAL DUCT PER MANUFACTURER'S RECOMMENDATION. 16. PROVIDE 12x12x16H LINT CATCHER BOX WITH 1000 CLEAN OUT ON BOTTOM. PROVIDE TEXT (IN 2" HIGH LETTERS) "REMOVE LINT OFTEN" ON CLEAN OUT DOOR. FOR LINT CATCHER DETAIL REFER TO 8/M501. 17. INTERLOCK DAMPER WITH EXISTING EXHAUST FAN EF -4 (REFER TO PARKING GARAGE PROJECT). 18. COORDINATE PLENUM CONSTRUCTION WITH VERTICAL STRUCTURAL SUPPORTS. 19• BLANK -OFF UNUSED LOUVER PART WITH 2" INSULATED PANELS. DELETE BIRDSCREEN IN LOUVER JUST AT DRYER DUCTS DISCHARGE AREA. INSTALL 2" EXTERNAL INSULATION ON DRYER EXHAUST 40 DUCTS BETWEEN LOUVER AND LINT CATCHER BOXES. 20• INSTALL 2" EXTERNAL INSULATION ON EXHAUST DUCT BETWEEN LOUVER AND EXHAUST FAN Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS12ir CONSULTING ENGINEERS I HE' 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM 0 Jar=rr'� ti rf�t.►, t 100 STATE OF Z", CE BUILDING --j 7-C-2 Book BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 00 7-C-3 7-C-4 U E.C. — — — — ti 7-C-11 KEY PLAN SI;AM ITS W RAH IOtTN COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY IIF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS IXt OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CIXISTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMS R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED,PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. C COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMS R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By M Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Mechanical Ductwork Plan Sheet Number: Project: 00 U ti W W U U � Q N O (0 Z Wo W a. Z J Cn W W = W � � Q Z Q U O WW 1 �— rW V Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY IIF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS IXt OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CIXISTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMS R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED,PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. C COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMS R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By M Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Mechanical Ductwork Plan Sheet Number: O SHEET KEYNOTES 1 . INSTALL FCU AS HIGH AS POSSIBLE. 2. ROUTE 1-1/4" CONDENSATE DRAIN DOWN TO MOP SINK. 3. COORDINATE CONNECTION TO EXISTING PIPING IN OFFICE BUILDING. 4. INSTALL AIR VENTS. 5. ROUTE 1-1/4" CONDENSATE DRAIN LINE IN STUDS SPACE, DISCHARGE TO FLOOR DRAIN 0 2" A.F.F. 6. SUPPORT CONDENSATE DRAIN LINE FROM WALL. DISCHARGE TO FLOOR DRAIN ® 2" A.F.F. 7. EXISTING PIPING IN OFFICE BUILDING (FIELD VERIFY). 8. PIPING DROP. 9. INSTALL DIFFERENTIAL PRESSURE TRANSMITTER. 10. EXISTING RISERS. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) U"ACQUISIZ" CONSULTING ENGINEERS Lffl� 9229 DELEGATES ROW, SUTTE 550 INDIANAPOLIS, IN 46240 317.706,2075 WWW.LACQUIS.COM CA Q1 lo � f x`�t C! . 4 7¢j 4 100011 w` tr�a a STATr OF NAL 1 —OFFICE BUILDING 7-C-2 10 Y : BLACK BOX THEATER - X 7 THEATER 7-C-1 " - 1k: ., 2 -HWS R: —1 / F; 7- -9 _. a.. PARKING GARAGE 7-C-3 a :R Perri ' 7-C r. � E.C. ZZ„_.- .,.. ..R KEY PLAN SLL' 1 EXISTING RECORDING STORAGE EGARAGE XISTING ' 127 ✓ ELEVATOR SHOP 'r OA TOILET TAR S- �CALEi NTS CATERING MACHINE 10$ ," CORR. 131FLMNUM 100 137 m � Project: 1 �.,. a H, 6 9 ., ,�.�3 ..,.. , �. _< ._v:. _�_ ,_ ,��H, : ____��..__..� ___ "� _, ,�rt �.. � x , � .,,.. DRESSING '� „��' �., ' � REHEARSAL ROOM REHEARSAL ROOM p �- ••K �� w' .,x 1 1 f HWS%` -N - ROOM 120 121 _.:....._ STORAGE - n .. 132 W .. 107 ARA 1 „ O RID T 1R V11 2 CWS _ 1 143 / 2OOMHWS/R SSIN 749 / CORRI�R •: 1,26. ^ VI OSTUMES P CC 1 134 , 1 - 1 S 101 .—._>��..- k._. ,�.._ .. _, �__., �_._ � _ ,�. .....�. , . , ..�..:,_•_ .m � Feu 1 1CWS R -. W . �t, (�) 3 4'HWSZR " =, ;. _ _ WOMEN'S .� 1 ; '� _. RESTROOM 133 IC 1» CHANGING G CHANGING �t 4 0 3� "HWS/R R i i \ _.. ��h 13S" i' FCU -12 .., _,.:: _ i . _ .. 39 "MEN'S C �. -- � 1. WS/R � RESTROOM - /„� M JAN. �� . , 109CORRIDORCD 111 /'>` 1280 r _ 11�E _ , .RI*STR ” F 77117 _m T ^� T 1-I':41�M R 1 S R `� ,_,.,: „ �, / / - / / 1/R U, $+K AREA, \ , -1 4w£�f3 .t. -,_ � _ =: � � � ., " 1 1 2'�WS R ,. � / F _�.� / OiiIVE ._.>, . ,. I 1— w �,. �4 -CWS 102 ' = 140 (, RFUDOR 8 y: 1-1 4"CD �;. 1-1 4"CD 8 �, ^�' „ 2-1/CWS _ / / / Z , _._,. 1., ,1./115/R . CORRIDOR �_ _ , , __< ,. ,. _ FCU i4t 7„ F>_,_w ,.... ,�., .,- �D mr s 1-1 2 CWS ” n :.__..; 122 _ — — " 2"4#WS/R 1 - _ - 1<"C R/4"NWS R '2" R F U- _ 1 C -. 1 "CD CD '` CORRIDOR / " " / CORRIDOR' `. W R ..,,,... .. .._ �.. , „A:� _ CWS„_...- __�n � ” 103, _ . ,. _ 2 . „_ ,�., 2 GWS/R '�' 3/4 -HWS/R 130 .: 1 CWS ,, 4 FCLi,, 11 " 4 H2 HWS R WS / 3 8 >: CWS/R .e. v ,.. , ,., cws _,R w , ^ LLI ie_it ..___ __.,.._:.._ _.�.�_,__.....__ _.... _ ,. .,,•,,, ,,,,,,,,,,,.� .,,,.,,,.,. „_,.,� .,..,,. _. ,,, „�....-.. ..M ,.. ,,..._> .,,e.. , �,.,,... " T 1 CD 1 "�iWS/R „ W. ._.... PUBLIC W CU -1 3/4 H�S/R CORRIDOR �,w EDUC. �.� 1 "CWS/R �. FCU,,;- 13 106 _ :�� _ STORAGE Z 114 a, PARENT „�. �_ ,^ ,; =” WAITING 11 r n \,.� 1-1/4"CD�� 113 (- .. V y LAUNDRYR4( CORR.a ��, 104 116 REHEARSAL ROOM REHEARSAL ROOM ' 6 141 142 w.. r„ ^ � CLASSROOM CLASSROOM CLASSROOM ' 123 124 125 „. COPYRIGHT & OWNERSHIP OF DOCUMENTS DOCUMENT IS AN INSTRUMENTER S - •„ -` „v „l. PROPERTY THE ARCHITECT AND P DCOR DESIGN THE � - .., . -,�.: >.^,,..... "• ALL INFORMATION CONTAINEDHEREINIS CONFIDENTIAL. ITS . TEACH,, -_. N -_._._ _._,. - ^�• " "'' n r y , .x SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE :. ".. LA V • '- ,,,;"°�-.....°,,,, , ,;'" 115 I f _ �• _ .•-^—A-Y'"" '.�"« _ CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON r....�..-,�,., , COPYR TY RIGHTS OR RESERVED RIGHTS ALLUINFOP INFORMATION CONTAINED HEREIN w CONSTITUTES THE ORIGINAL AND UNPUBLISHED VOW OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDLOR DESIGN GROUP, LLC. _ ,,..: NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE `"T iER CORRIDOR "' SULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE 4,/,(� , ,,, e' - RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXISTIN 1 1 129 EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE GARAG T , DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR ^ SERVER `'' EDUCATION WRITTEN CONSENT OF THE ARCHITECT,C13PYR JAMES R. STUTZM20 AND PEDCOR DESIGN GROUP, LLC. COPYRIGHT 2006, 2007, 2008, DIRECTOR • .'" ' ` :.. 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. 118 EDIiTtt;'4 s `ENGINEER ASSO=E MAINTENANCE B I D SET 105 w EXISTING GARAGE PrintDate Sheet Issue Date ELEC. 01-05-11 01-05-11 Drawn By Checked By AJ M Last Revision Date: O EXISTING SPRINKLER WATER RISER ROOM O O MECHANICAL PIPING PLAN- SCALE: 1/8" = 1'-0" 0 4' 8' 16' 0 Project Number: Parcel 7C-8 Sheet Title: Mechanical Piping Plan Sheet Number: MECHANICAL SECTION 1 SCALE: 1/4" = 1'-0" 0 2' 4' 8' EXTERIOR ELEVATION VIEW SCALE: 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" 0 2' 4' 8' Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQU1 S C- � CONSULTING ENGINEERS lwwwww 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM ti 'Q 100011163 STA.TIa of- MECHANICAL f CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING 1 U GARAGE 1 7-C-3 7-C-4 W U U E.C. � Q Q 7-C-11 ri KEY PLAN WAM M (& 1 MMMMM Project: na COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R, STUTZMAN, AIA, INDIANAPOLIS. Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By 0 AJ M Last Revision Date: O W Is' N Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M401 1 U 1 J W W U U � Q Q N � U) O 1 (0 z 0 Wo w W a. z aw U) W W Of 2 W Q Z Q U O W W CD Q J J na COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R, STUTZMAN, AIA, INDIANAPOLIS. Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By 0 AJ M Last Revision Date: O W Is' N Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M401 SEE SECTION ABOVE FOR CONTINUATION 18/18 ,h 8/14 MECHANICAL SECTION 6 SCALE: 1/4" = 1'-0" 0 2' 4' 8' SEE SECTION BELOW FOR CONTINUATION Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) LOACQUIS eu CONSULTING ENGINEERS 9229 DELEGATES ROW, S= 550 INDIANAPOLIS, IN 46240 317.706.2075 WWW.LACQUIS.COM 0 a at. JIa.rr��vA�� 10001'0' STATE OF .'� ,f' ► D 10 ICE BUILDING 7-C-2 BLACK BOX THEATER 7�2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 rj KEY PLAN WAD "S Project: 00 1 U 1 W W U U � Q Q � N O Z d - W O W 0. Z CD D J W W = W Z Q U O W W �- 0 Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN CROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN IIEROGATIDN IIF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC, NO PART DR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY VITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Oso AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M402 MECHANICAL SECTION 7 SCALE: 1/4" = l' -O" 0 2' 4' 8 TTM 18/12 211 HWS/R -1 /4 -HWS/ _ R 2-HWS/R MECHANICAL SECTION 8 SCALE: 1/4" 0 21 4 89 MECHANICAL SECTION 9 SCALE: 1/4" = l' -O" 0 2' 49 81 TFF!TM Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS ' n CONSULTING ENGINEERS i 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 WW.LACQUIS.COM 0% 1z E J� tF N 1011,E STATE OF CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 MR9 COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT [IF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL IWORMATI13N CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LC COPYRIGHT 2006, 2007, 2008, R. SjUL TZ�Ap 2009, 2010 JAMES , AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Oso AJM Last Revision Date: 0 0 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M403 PARKING Project: 00 GARAGE ti 7-C-3 7-C-4 UJ UJ E.C. _—L— 7-C 11 L" �1 KEY PLAN SCAMM (& U) MMIUM MR9 COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT [IF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL IWORMATI13N CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LC COPYRIGHT 2006, 2007, 2008, R. SjUL TZ�Ap 2009, 2010 JAMES , AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Oso AJM Last Revision Date: 0 0 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M403 Project: 00 ti UJ UJ 0 04 U) Ce) C) (0 Z � W o UJ a- Z � 0- - (D _J W W LLJ Z Q C) 0 W r W (D MR9 COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT [IF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL IWORMATI13N CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP LC COPYRIGHT 2006, 2007, 2008, R. SjUL TZ�Ap 2009, 2010 JAMES , AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Oso AJM Last Revision Date: 0 0 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Mechanical Sections Sheet Number: M403 HANGER ROD LOCKING NUT - SUPPORT NUT HEAVY DUTY CLEVIS HANGER 14 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 6" LONG INSU INSULATION-' 6" LONG HARDWOOD BLOCKS[ SHAPED TO FIT PIPE AND HANGER -------HANGER ROD LOCKING NUT SUPPORT NUT PIPE SMALLER THAN 6" HANGER DETAIL SCALE: NONE 1" INTERNALLY LINED DUCTWORK SEE FLOOR PLANS FOR DUCT SIZE. GRILLE -SEE FLOOR PLANS FOR SIZE. AIR TRANSFER DUCT DETAIL 5 SCALE: NONE DRAIN PAN (MIN. DEPTH OF 1.5", SHALL NOT BE LESS THAN 3" LARGER THAN UNIT IN WIDTH AND LENGTH, SHALL BE CONSTRUCTED OF CORROSION - RESISTANT MATERIAL) 3/8" ALL THREAD 33 U U I DRAIN PAN SHALL BE EQUIPPED WITH A WATER -LEVEL DETECTION DEVICE CONFORMING TO UL 508 AUXILIARY DRAIN PAN UNDER FAN COIL DETAIL SCALE: NONE BANDS 5/8" GWB, TAPE ALL JOINTS COOLING COIL AIR VENT-TYPICAI PLUG VALVE -TYPICAL HEATING COIL UNIONS -TYPICAL -ELECTRIC 3 -WAY CONTROL HOSE END VALVE -TYPICAL DRAIN AIR FLOW WITH CAP LL VALVE -TYPICAL NOTE. REFER TO PLAN FOR LEFT OR RIGHT SIDE PIPE CONFIGURATION PROVIDE AUXILIARY DRAIN PAN FAN COIL UNIT PIPING. DETAIL2 SCALE: NONE DUCT INSULATION (REFER TO SPECIFICATION) SHEET METAL DUCT WITH GWB LAGGING CALIBRATED BALANCE VALVE 3 3 2 S ALL THREAD ROD TO STRUCTURE (TYP)� T DRIVE VIBRATION ISOLATORS (REFER TO SPECIFICATIONS) FAN FLEXIBLE DUCT CONNECTION BACKDRAFT DAMPER CENTRIFUGAL IN-LINE FAN 3 SCALE: NONE REFER TO FLOOR PLANS FOR DUCT SIZE AIR FLOW TRANSITION AS REQUIRED (TYP) GROUT AROUND VOIDS IN WALL AND SEAL AROUND LOUVER WATERTIGHT WITH NON -HARDENING SILICONE CAULK (INSIDE & OUTSIDE) LOUVER BY DIVISION 23 SEAL ALL JOINTS IN DUCT WATERTIGHT /-MOTORIZED DAMPER j OUTDOOR AIR INTAKE DUCT MINIMUM 24" DEEP PLENUM I\\ SLOPE DOWN EXTERIOR WALL FOR DRAINAGE BLANK SHEETMETAL BEHIND BOTTOM FIN LOUVER INSTALLATION 4DETAIL SCALE: NONE FAN COIL UNIT SCHEDULE MARK LOCATION CONFIGURA11ON SUPPLY FAN DATA HYDRONIC HEATING COIL SELECTION DATA HYDRONIC COOLING COIL SELECTION DATA FILTER TYPE UNIT WEIGHT (�) SPECIFICATION SECTION MANUFACTURER WITH MODEL NUMBER NOTES SUPPLY AIR, CFM OUTSIDE AIR, CFM ESP RPM HP VOLTS PH MIN MBH EAT LAT ROWS EWT GPM MAX WPD TOTAL MBH SENS MBH EAT LAT ROWS EWT GPM MAX WPD DB WB DB WB FCU -1 CORRIDOR 126 HORIZONTAL 1,700 135 0.5 973 3/4 208 1 50.5 62.3 89.4 2 125 5.0 11.8 54.142.1 CFM 80.6 67.3 57.9 57.2 6 45.0 7.0 3.1 2" THROWAWAY 346 23 82 19 IEC HBC16 1, 2 FCU -2 BREAK AREA 140 HORIZONTAL 900 115 0.5 1084 1/2 115 1 32.1 59.0 91.6 2 125 3.5 4.6 35.1 26.1 81.9 67.5 55.4 54.9 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -3 BREAK AREA 140 HORIZONTAL 900 250 0.5 1084 1/2 115 1 40.9 48.1 89.7 2 125 7.0 18.2 40.1 28.4 84.2 69.0 55.4 54.9 6 45.0 6.0 6.1 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -4 CORRIDOR 130 HORIZONTAL 900 250 0.5 1084 1/2 115 1 40.9 48.1 89.7 2 125 7.0 18.2 40.1 28.4 84.2 69.0 55.4 54.9 6 45.0 6.0 6.1 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -5 CORRIDOR 128 HORIZONTAL 550 125 0.5 1017 1/3 115 1 22.9 51.7 89.8 2 125 3.0 2.6 21.3 15.1 83.5 69.0 58.4 57.0 4 45.0 5.0 2.2 2" THROWAWAY 234 23 82 19 IEC HBC06 1, 2 FCU -6 CORRIDOR 122 HORIZONTAL 800 150 0.5 1016 1/2 115 1 30.7 54.5 89.6 2 125 3.0 3.4 33.9 24.5 82.9 68.0 54.9 54..4 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -7 DRESSING ROOM 134 HORIZONTAL 900 260 0.5 1084 1/2 115 1 1 38.6 47.4 86.6 2 125 4.0 6.0 35.9 26.1 82.3 68.0 55.7 55.3 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -8 CORRIDOR 122 HORIZONTAL 900 260 0.5 1084 1/2 115 1 38.6 47.4 86.6 2 125 4.0 6.0 35.9 26.1 82.3 68.0 55.7 55.3 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -9 STORAGE 107 HORIZONTAL 700 100 0.5 1053 1 1/3 115 1 23.7 58.1 89.1 2 125 2.5 1.8 28.3 20.3 82.1 68.0 55.6 55.1 6 45.0 5.0 3.3 2" THROWAWAY 236 23 82 19 IEC HBC08 1, 2 FCU -10 CORRIDOR 112 HORIZONTAL 900 125 0.5 1084 1/2 115 1 32.6 58.0 91.1 2 125 3.5 4.6 35.9 25.9 82.1 68.0 55.7 55.3 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -11 CORRIDOR 112 HORIZONTAL 900 80 0.5 1084 1/2 115 1 29.9 61.6 92.0 2 125 3.0 3.4 35.0 25.5 81.5 67.5 55.7 55.0 6 45.0 5.0 4.3 2" THROWAWAY 287 23 82 19 IEC HBC10 1, 2 FCU -12 COSTUME SHOP/LAUNDRY 101 HORIZONTAL 800 105 0.5 1131 1/3 115 1 27.4 58.8 90.1 2 125 4.0 4.5 29.6 22.5 82.0 67.5 56.3 55.7 6 45.0 5.0 3.3 2" THROWAWAY 236 23 82 19 IEC HBC08 1, 2 FCU -13 LAUNDRY/WORKSHOP 104 HORIZONTAL 1,400 105 0.5 1140 3/4 208 1 41.4 62.7 90.0 2 125 6.0 13.4 47.8 35.6 80.7 67.0 57.5 56.7 6 45.0 7.0 8.4 2" THROWAWAY 290 23 82 19 IEC HBC12 1, 2 FCU -14 CORRIDOR 122 HORIZONTAL 550 130 0.5 1017 1/3 115 1 22.9 51.7 89.8 2 125 3.0 2.6 21.3 15.1 83.5 69.0 58.4 57.0 4 45.0 5.0 j 2.2 1 2" THROWAWAY 234 23 82 19 IEC HBC06 1, 2 FCU -15 PUBLIC CORRIDOR 106 HORIZONTAL 1,400 - 0.5 1140 3/4 208 1 33.1 68.0 89.6 2 125 3.0 3.4 46.7 36.9 80.0 66.6 55.9 55.1 6 45.0 8.0 11.0 2" THROWAWAY 290 23 82 19 IEC HBC12 1, 2 NOTES: 1. PROVIDE ECM MOTOR. 2. PROVIDE AUXILIARY DRAIN PAN WITH WATER -LEVEL DETECTION DEVICE. SECURE GWB AROUND DUCTS WITH STEEL BANDS TENSIONED AND FASTENED WITH CUPS. INSTALL BANDS 12" O.C. WITH 2 BANDS AT EACH SIDE DUCTWORK JOINTS. GYPSUM BOARD LAGGING OF DUCTS DETAIL SCALE: NONE 4"0 OUTLET 4"0 INLET VLvv\ WWI ACCESS DOOR WITH 2" HIGH LETTERS TEXT "REMOVE LINT OFTEN" LINT CATCHER BOX DETAIL SCALE: NONE DIFFUSERS & GRILLES SCHEDULE MARK NOMINAL CFM FAN SCHEDULE THROW DATA MOUNT PRESS. DROP (IN. WC.) MAX NC SOUND LEVEL ACCESSORIES SPECIFICATION SECTION MANUFACTURER WITH MODEL NUMBER NOTES CORE SIZE FAN DATA INLET SIZE MOTOR DATA DISTANCE 0 NOM. CFM ACCESSORIES P OOTM TAMPER- PROOF SCREWS PD1 375 24/24 MARK LOCATION 4 -WAY 6 LAY -IN 0.030 <20 NO NO NO UNIT WEIGHT SPECIFICATION SECTION MANUFACTURER WITH MODEL NOTES 175 24/24 - 60 4 -WAY 5 LAY -IN 0.045 <20 NO ROOF DISCONNECT GRAVITY VIBRATION BIRD PD3 275 TYPE DRIVE CFM TSP BHP RPM SONES HP VOLTS PH CURB SWITCH BACKDRAFT ISOLATORS SCREEN (LBS) NUMBER RG1 300 8/8 DAMPER 8/8 >< :�C SURFACE 0.065 <20 EF -1 COSTUME SHOP/LAUNDRY 101 CABINET BELT 1,300 0.5 0.86 1,810 15.7 1.0 208 1 NO YES YES YES YES 100 23 34 16 GREENHECK 1 RG3 1,500 24/16 1"x1"x1" 24/16 >C SURFACE 0.044 <20 NO NO NO 23 37 13 PRICE 82 RG4 600 BCF -107-10 1"x1"x1" BF -1 COSTUME SHOP/LAUNDRY 101 CABINET BELT 2,190 0.75 0.87 1,221 12.9 1.0 208 1 NO YES YES YES YES 265 23 34 16 GREENHECK 1 EG1 600 12/12 1"x1"x1" 12/12 >C SURFACE 0.041 <20 NO NO BCF -110-10 23 37 13 NOTES: EG2 140 8/4 1 "x1 "x1" 8/4 >C >< SURFACE 1. PROVIDE PERMATECTOR COATING FOR ENTIRE UNIT, ALUMINUM MOTOR COVER AND HOUSING, SPARE BELTS, STAINLESS STEEL FASTENERS, SPRING HANGING ISOLATORS NO AND BRACKETS, 1" THICK FAN PRICE 82 HOUSING INSULATION. DIFFUSERS & GRILLES SCHEDULE MARK NOMINAL CFM DIMENSIONAL DATA THROW DATA MOUNT PRESS. DROP (IN. WC.) MAX NC SOUND LEVEL ACCESSORIES SPECIFICATION SECTION MANUFACTURER WITH MODEL NUMBER NOTES CORE SIZE SLOT INFO INLET SIZE DIRECTION DISTANCE 0 NOM. CFM DAM P OOTM TAMPER- PROOF SCREWS PD1 375 24/24 - 100 4 -WAY 6 LAY -IN 0.030 <20 NO NO NO 23 37 13 PRICE ASPD w PD2 175 24/24 - 60 4 -WAY 5 LAY -IN 0.045 <20 NO NO NO 23 37 13 PRICE ASPD PD3 275 24/24 - 80 4 -WAY 5 LAY -IN 0.040 <20 NO NO NO 23 37 13 PRICE ASPD 0 RG1 300 8/8 1 "x1 "x1" 8/8 >< :�C SURFACE 0.065 <20 NO NO NO 23 37 13 PRICE 82 RG2 1,000 24/12 1 "x1 "x1" 24/12 i< "' >C SURFACE 0.041 <20 NO NO NO 23 37 13 PRICE 82 RG3 1,500 24/16 1"x1"x1" 24/16 >C SURFACE 0.044 <20 NO NO NO 23 37 13 PRICE 82 RG4 600 16/8 1"x1"x1" 16/8 SURFACE 0.050 <20 NO NO NO 23 37 13 PRICE 82 EG1 600 12/12 1"x1"x1" 12/12 >C SURFACE 0.041 <20 NO NO NO 23 37 13 PRICE 82 EG2 140 8/4 1 "x1 "x1" 8/4 >C >< SURFACE 0.06 <20 NO NO NO 23 37 13 PRICE 82 SG1 350 16/6 3/4" 16/6 2 -WAY 20 SURFACE 0.025 <20 NO NO YES 23 37 13 PRICE 620 SG2 50 6/4 3/4" 6/4 2 -WAY 8 SURFACE 0.018 <20 NO NO YES 23 37 13 PRICE 620 SG3 700 20/10 3/4" 20/10 2 -WAY 8 SURFACE 0.022 <20 NO NO YES 23 37 13 PRICE 620 SG4 250 8/8 3/4" 8/8 2 -WAY 8 SURFACE 0.025 <20 NO NO YES 23 37 13 PRICE 620 TG1 600 12/12 1 "x1 "x1" 12/12 SURFACE 0.041 <20 NO NO NO 23 37 13 PRICE 82 TG2 180 12/4 1"x1"x1" 12/4 SURFACE 0.061 <20 NO NO NO 23 37 13 PRICE 82 NOTES: 1 . 0' DEFLECTION Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM ` '- N. tl0, '� s 10001163 , `< STATE OF `ltd CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING U GARAGE 7-C-3 7-C-4 w 0 U E.C. I..L Q 7-C-11 KEY PLAN SCALED NTS co PLAN Nam Project: CID U W w 0 U I..L Q vJ co Z d - W 0 w W D_ z 0� o _ (Dw J U W_ W 2 W� IIIII- Q Z Q U 0W Z W 0 COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By 0so AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Mechanical Details & Schedules Sheet Number: UNDERFLOOR PLUMBING PLAN SCALE: 1/8"=l'—O" NOTE: FINISHED FIRST FLOOR ELEVATION AT 833.50' 1� (FA GENERAL NOTES A. REFER TO DRAWING MP001 FOR MECHANICAL AND PLUMBING 1 U SYMBOLS AND ABBREVIATIONS. O SHEET KEYNOTES 1 • CONNECT TO EXISTING 6" SANITARY WASTE, INV. EL. 0 828.54'. 7-C-3 FIELD VERIFY LOCATION AND INVERT ELEVATION. 2• 2" VENT UP. 3. EXTEND EXISTING CLEAN OUT RISER PAST NEW WALL AND INSTALL U FLOOR CLEAN OUT. 4• 4" WASTE UP. 5. 3" WASTE UP TO MB -1. 6• 2" WASTE UP. 7. 2" WASTE UP TO SHOWER DRAIN. 8. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SLEEVE FOR SANITARY WASTE WITH AN INVERT OF 829.66'. 9. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SLEEVE FOR 0� SANITARY WASTE WITH AN INVERT OF 830.31'. 10. 3" WASTE UP. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 WWW.LACQUIS.COM OFFICE BUILDING 7-C-2 BLACK BOX THEATER r'I 7�2 THEATER 7-C-1 PARKING Sheet Issue Date 01-05-11 1 U GARAGE Checked By 1 ti AJM 7-C-3 7-C-4 W U U E.C. � Q Q 7-C-11 KEY PLAN V" "S (& PIAN oom Project: CIO Sheet Issue Date 01-05-11 1 U Drawn By Checked By 1 ti AJM J W W U U � Q Q C N O Q0 z 0� d - W O W n z W W � � = W � z Q U O W W �- c� Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATIW lF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. C COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Underfloor Plumbing Plan Sheet Number: ;j k. x tF . .. g r' x - FIRST FLOOR PLUMBING/FIRE PROTECTION PLAN x SCALE: 1/8"=1'-0" A�� NOTE: 0 4' 8' 16' 1W FINISHED FIRST FLOOR ELEVATION AT 833.50' GENERAL NOTES A. REFER TO DRAWING MP001 FOR MECHANICAL AND PLUMBING 1 U SYMBOLS AND ABBREVIATIONS. O SHEET KEYNOTES 1 - CONNECT TO EXISTING 4" PLUMBING VENT AND 2"CW. 2• 2" WASTE DOWN, 1-1/2- VENT RISE, 3/4 -CW AND 3/4 -HW DROP. 3• 1-1/2" WASTE, 1-1/2- VENT RISE, 3/4 -CW AND 3/4 -HW DROP. 4, 3/4 -CW AND 3/4"HW DROP. 5• 2" WASTE DOWN, 1-1/2" VENT RISE. 6• 2" WASTE DOWN, 1-1/2" VENT RISE. 3/4"CW DROP. 7• 2" WASTE DOWN, 1-1/2" VENT RISE, 3/4"CW AND 3/4"HW DROP Q TO FULL SIZE SUPPLY HEADERS. 8• 2" VENT FROM BELOW. 9• 2"CW DROP TO FULL SIZED SUPPLY HEADER. 10• 4" WASTE DOWN, 2" VENT RISE. 11. 1-1 /2"CW DROP. 12. 2"CW AND 3/4"HW DROP TO FULL SIZED HEADER. 13. HWR BALANCING VALVE STATION, SET FOR 3 GPM, SEE DETAIL #2/P501. 14• SEE DETAIL #1/P501 FOR WATER HEATER PIPING DETAIL. 15. CODE APPROVED AIR ADMITTANCE VALVE. INSTALL HIGH AS POSSIBLE, MAINTAIN VISUAL AND ACCESSIBILITY. 16. 3/4"CW DROP. 17. 3/4"HW DROP. 18. 3/4 -CW AND 3/4 -HW DROP. 19• 2" WASTE DOWN, 2" VENT RISE, 2" TRAP STAND PIPE DRAIN FOR UNDER COUNTER GLASS WASHER. REFER TO DETAIL #4/P501. 20. GREASE INTERCEPTOR FLOW CONTROL VALVE WITH CODE APPROVED AIR ADMITTANCE VALVE. VENT RISE TO CODE APPROVED Z AIR ADMITTANCE VALVE, TERMINATE IN WALL ACCESS BOX AND U PANEL MOUNT BELOW CEILING LEVEL. 3" WASTE DOWN. REFER TO DETAIL #8/P501. 21. 4" WASTE DOWN, 4" VENT RISE. 22. HWR BALANCING VALVE STATION, SET FOR 1 GPM, SEE DETAIL #2/P501. 23. 2" SHOWER DRAIN. 24. THREE COMPARTMENT SINK BY SECTION XXXXXXX, ROUGH -IN AND FINAL CONNECTION BY THIS CONTRACTOR. 25. WALL MOUNTED HAND SINK BY SECTION XXXXXXX, ROUGH -IN AND FINAL CONNECTION BY THIS CONTRACTOR. CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQUIS'M W, CONSULTING ENGINEERS .,. 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706,2075 W W W.LACQUIS.COM CA NO. 10001 , v3 STATE OF * - ) ��ti i'C - CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SC" Nit PLAN N1sm Project: 00 1 U 1 J W W U/ U Of Q Q N O 1 Z Wo W 0. Z c. 0 ( J W W 2 W � Q Z Q U OW I rW V J J_ COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT IIF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR 13TFIERVISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT IIF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2M, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: First Floor Plumbing Plan Sheet Number: P201 ASME APPROVED TEMP. & PRESSURE RELIEF VALVE, TERMINATE RELIEF DRAIN LINE OVER FLOOR DRAIN. THERMOMETERIN TANK DRAIN ---N Cn W it 1-1/2""HW (140-F) 1-1 /2"CW I I Le- I I iFI - 1-1 /2"CW -- 1 -1/2 -HW (120T) F+/1 --I I I H 3/4"HWR (120' F) STRAP -ON AQUASTAT (TYPICAL) CHECK VALVE BALL VALVE (TYPICAL) (TYPICAL) UNION (TYPICAL) 1-1 /2 -CW THERMOSTATIC MIXING VALVE (TMV-1) ---1-3/4" DRAIN VALVE WITH VACUUM BREAKER AND THREADED HOSE CONNECTION. THERMAL EXPANSION ABSORBER (EXT-1) --��CONCRETE PAD /-FLOOR ELECTRIC WATER HEATER PIPING DETAIL. SCALE: NONE RECESSED WALL BOX WITH FACE PLATE; EQUAL TO OATEY SERIES RECESSED WALL BOXES. ANGLE STOP VALVE WITH THREADED CONNECTION FOR COFFEE MAKER WATER SUPPLY TUBING AT COUNTERS - 1" ABOVE COUNTER BACK SPLASH, FOR COFFEE MAKER SUPPLY. COUNTER LINE COFFEE MAKER WATER SUPPLY. RECESSED WALL BOX (WB -3) -DETAIL SCALE: NONE AUTOMATIC FLOW CONTROL VALVE FLOW —=�> V19P BALL VALVE DRAIN VALVE WITH HOSE BIB ADAPTER AND CAP. TEST TEE THREADED CLEANOUT PL CHECK VALVE BALL VALVE C POTABLE HWR BALANCING VALVE STATION DETAIL SCALE: NONE NO HUB WACC DETAIL,(6)- ACCESS COVER AND FRAME FINISHED WALL SURFACE ESS DOOR 1/2 -1 - NO /2"F NO STANDPIPE RECEPTOR SHALL EXTEND MORE THAN 30" NOR LESS THEN 18" ABOVE ITS TRAF 1 /,)"rw TRAP SHALL NOT BE INSTALLED BELOW FLOOR BUT SHALL BE ROUGHED IN NOT LESS THAN 6" AND NOT MORE THAN 18" ABOVE FLOOR. CLOTHES WASHER BOX 1/2" VENT )THES WASHER RECESSED LL BOX WITH FACE PLATE; UAL TO GUY GRAY SERIES CESSED WALL BOXES. JTOFF VALVE WITH THREADED 3E CONNECTION. FRAP WITH UNION 4NEC11ONS WASTE FLOOR LINE HANGER ROD LOCKING NUT - SUPPORT NUT !PIPING DETAIL SCALE HEAVY DUTY CLEVIS HANGER r-14 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 6" LONG INSULATION 1/2"F NO STANDPIPE RECEPTOR SHALL EXTEND MORE THAN 30" NOR LESS THEN 18" ABOVE ITS TRAP 1/2" VENT CESSED WALL BOX WITH 3E PLATE; EQUAL TO Y GRAY SERIES RECESSED LL BOXES. MOUNT BELOW UNTER. JTOFF VALVE WITH THREADED SE CONNECTION. TRAP WITH UNION MECTIONS WASTE TRAP SHALL NOT BE INSTALLED -FLOOR LINE BELOW FLOOR BUT SHALL BE ROUGHED IN NOT LESS THAN 6" AND NOT MORE THAN 18" ABOVE FLOOR. UNDER COUNTER GLASS WARE WASHER BOX (WB -2) PIPING DETAIL SCALE: NONE IV CODE APPROVED AIR ADMITTANCE VALVE. TERMINATE IN WALL ACCESS HANGER ROD BOX AND PANEL MOUNT BELOW I THREE COMPARTMENT SINK CEILING LEVEL LOCKING NUT SUPPORT NUT 1-1/2"V FLOW CONTROL FITTING O IIS FLOOR - � I 1 "—USE TWO FIBERGLASS INSERTS IN LIEU OF ONE FOR PIPES LARGER THAN 6". 6" LONG , 6# DENSITY FIBERGLASS INSERT (WOOD BLOCKING AND SHIMS ARE UNACCEPTABLE) PIPE HANGER DETAIL SCALE: NONE TYPICAL DRAIN TWIST DUMP VALVE -- 2"V I C2"W NDER COUNTER GLASS WASHER BOX (WB -2) 3"W "-3"W GREASE INTERCEPTOR (GI -1) RECESSED, INSTALLED ON LEVELING PAD. SEAL WATER TIGHT AT FLOOR PENETRATION. GREASE INTERCEPTOR AND SKINK PIPING DETAIL. SCALE: NONE Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS 12; CONSULTING ENGINEERS C:Ea 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM 1000 STATE OF 1 t. CE BUILDING 7-C-2 BLACK BOX THEATER 7-CG2 F1 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 rj KEY PLAN SCALFD NTS PLAN NMTH (& Project: co Sheet Issue Date 01-05-11 1 U Drawn By Checked By 1 AJM J W W U/ U L.L Q Q M N � U) 1 O z W W O W z ^D- V vJ W W 5 W Q z Q U O W z W c� Q COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CORSTITUTES THE ORIGINAL AND UNPUBLISHED VOM OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Plumbing Details Sheet Number: P501 Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) UACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SLM E 550 INDIANAPOLIS, IN 46240 317.706.2075 WWW.LACQUIS.COM g Uk, PRESSURE �� N . `� $, � it` `'•' STATE OF 3. OFFICE BUILDING 7-C-2 BLACK Box THEATER 7-G2 THEATER -c-1 -9 PARKING GARAGE 7-C-3 �-cam E.C. ---- 7-C-11 KEY PLAN PLM Nam Project: 00 1 U 1 W W U U Q ♦�♦^^ N vJ CO Z OC W O Z W � r n /�� V v� w w � 5 = w Q Z Q U AS O L.I.J Z r nW I— V AS COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY IF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO HE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING HUIL)INCi OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date z 01-05-11 01 -OF -11 Drawn By Checked By GMR AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Plumbing Schedules Sheet Number: P601 PLUMBING PUMP SCHEDULE DESIGN DESIGN PUMP MOTOR DATA SPECIFICATION MANUFACTURER WITH MARK LOCATION SYSTEM TYPE CAPACITY CAPACITY (FT. MIN EFF. SUCT. DISCH. NOTES (GPM) HD.) (IN.) (IN.) HP RPM VOLTS PH SECTION MODEL NUMBER HWRP-1 MECHANICAL ROOM 206 DOMESTIC HOT WATER INLINE 4 10 - 3/4" 3/4" � 2650 115 1 221123 B&C THERMOSTATIC MIXING VALVE SCHEDULE PLUMBING FIXTURE ROUGH -IN SCHEDULE WATER HAMMER MARK FIXTURE TYPE ROUGH -IN SIZES I.P.S. FIXTURE MOUNTING HEIGHT SPECIFICATION SECTION SPECIFICATION SECTION NOTES WASTE SIZE VENT SIZE CW SIZE HW SIZE WC -1 WATER CLOSET 4" 2" 1" - SEE SPECIFICATION 224000 1 1, 3 WC -2 WATER CLOSET, ADA COMPLIANT 4" 2" 1" - SEE SPECIFICATION 224000 #PL -306 1 WC -3 WATER CLOSET, ADA COMPLIANT 4" 2' 1" - FLOOR MOUNTED -SEE SPECIFICATION 224000 WHA -E 1, 3, 4 UR -1 URINAL 2" 1 1/2" 3/4" - SEE SPECIFICATION 224000 1, 6 UR -2 URINAL, ADA COMPLIANT 2" 1 1/2" 3/4" - SEE SPECIFICATION 224000 1, 6 L-1 LAVATORY, ADA COMPLIANT 1 1/2" 1 1/2" 1/2" 1/2" COUNTER MOUNTED 224000 1, 8, 9, 10, 11, 12 L-2 LAVATORY, ADA COMPLIANT 1 1 /2" 1 1 /2" 1 /2" 1 /2" SEE SPECIFICATION 224000 1, 8, 9, 10, 12 NOTES: 1. HIGH -LOW FLOW UNIT. J.R. SMITH FIG. FD -1 EWC-1 ELECT. WATER COOLER, ADA COMPLIANT 1 1/2" 1 1/2" NOTES: 1. PUMP IS CONTROLLED BY A STRAP ON AQUASTAT AND BY AN AUTOMATIC TIMER. THERMOSTATIC MIXING VALVE SCHEDULE PLUMBING FIXTURE ROUGH -IN SCHEDULE WATER HAMMER MARK FIXTURE TYPE ROUGH -IN SIZES I.P.S. FIXTURE MOUNTING HEIGHT SPECIFICATION SECTION SPECIFICATION SECTION NOTES WASTE SIZE VENT SIZE CW SIZE HW SIZE WC -1 WATER CLOSET 4" 2" 1" - SEE SPECIFICATION 224000 1 1, 3 WC -2 WATER CLOSET, ADA COMPLIANT 4" 2" 1" - SEE SPECIFICATION 224000 221116 1, 3, 4 WC -3 WATER CLOSET, ADA COMPLIANT 4" 2' 1" - FLOOR MOUNTED -SEE SPECIFICATION 224000 WHA -E 1, 3, 4 UR -1 URINAL 2" 1 1/2" 3/4" - SEE SPECIFICATION 224000 1, 6 UR -2 URINAL, ADA COMPLIANT 2" 1 1/2" 3/4" - SEE SPECIFICATION 224000 1, 6 L-1 LAVATORY, ADA COMPLIANT 1 1/2" 1 1/2" 1/2" 1/2" COUNTER MOUNTED 224000 1, 8, 9, 10, 11, 12 L-2 LAVATORY, ADA COMPLIANT 1 1 /2" 1 1 /2" 1 /2" 1 /2" SEE SPECIFICATION 224000 1, 8, 9, 10, 12 NOTES: 1. HIGH -LOW FLOW UNIT. J.R. SMITH FIG. FD -1 EWC-1 ELECT. WATER COOLER, ADA COMPLIANT 1 1/2" 1 1/2" 1/2" - SEE SPECIFICATION 224000 ROUND 1 EWC-2 BI -LEVEL ELECT. WATER COOLER, ADA COMPLIANT 1 1/2" 1 1/2" 1/2" - SEE SPECIFICATION 224000 FLOOR DRAIN 1 SK -1 SINGLE COMPARTMENT STAINLESS STEEL SINK 1 1/2" 1 1/2" 1/2" 1/2" COUNTER MOUNTED 224000 NO 1, 11, 13 SK -2 FREE STANDING SINK 1 1/2" 1 1/2" 1/2" 1/2" - 224000 - MB -1 MOP SERVICE BASIN 3" 2" 1/2" 1/2" FLOOR MOUNTED 224000 1 SU -1 SHOWER UNIT, ADA COMPLIANT - - 1/2" 1/2" SEE SPECIFICATION 224000 � REQ. 1 WB -1 CLOTHES WASHER SUPPLY UNIT 80X 2" 1 1/2" 1/2" 1/2" REFER TO DETAIL j�3/P501 224000 1 WB -2 UNDER COUNTER GLASS WARE WASHER BOX 2" 2" - 1/2" REFER TO DETAIL j�4/P501 224000 1 WB -3 COFFEE MAKER WATER SUPPLY WALL BOX - - 1/2" - REFER TO DETAIL #5/P501 224000 1 J.R. SMITH FIG. FD -4 FLOOR DRAIN CAST IRON NOTED NO -HUB NICKEL BRONZE REQ NOTES: 1. 2. 3. 4. 5. 6. 7. 8.. 9. 10. 11. 12. 13. 14. 15. MOUNTING HEIGHT IS FROM FINISHED FLOOR. WALL MOUNTED WATER CLOSET WITH MANUAL OPERATED FLUSH VALVE. WALL MOUNTED WATER CLOSET WITH ELECTRONIC SENSOR OPERATED FLUSH VALVE. INSTALL FLUSH VALVE HANDLE AT WIDE SIDE OF COMPARTMENT. WALL MOUNTED URINAL WITH MANUAL OPERATED FLUSH VALVE. WALL MOUNTED URINAL WITH ELECTRONIC SENSOR OPERATED FLUSH VALVE. MANUAL OPERATED HAND WASHING FAUCET. ELECTRONIC SENSOR OPERATED HAND WASHING FAUCET. INSULATE DRAIN AND WATER SUPPLIES WITH INSULATION KIT. 29" MINIMUM KNEE CLEARANCE. PROVIDE THE CABINET SUPPLIER WITH APPROVED SHOP DRAWINGS SHOWING THE SIZE OF THE REQUIRED OPENING IN THE CABINET ENCLOSURE FOR THE PROPER LAVATORY, TRIM, OR SINK. OFF SET P TRAP AND WASTE PIPING UNDER ADA COMPLIANT SINKS. ADA COMPLIANT FOR SIDE APPROACH. MOUNTING HEIGHT OF 24" FROM FINISHED GRADE, UNLESS INDICATED DIFFERENT ON ARCHITECTURAL DRAWINGS. FLOOR MOUNTED WATER CLOSET WITH MANUAL OPERATED FLUSH VALVE. INSTALLATION OF THE THERMOSTATIC MIXING VALVE SCHEDULE MARK WATER HAMMER ARRESTOR SCHEDULE TYPE FIXTURE UNIT RATING I.P.S. z_ c=i� o °� z J. R. SMITH NUMBER SPECIFICATION SECTION NOTES WHA -A 1-11 MANUFACTURER WITH MODEL NUMBER 3/4" MAX FLOW (GPM) 5005 221116 1 WHA -B 12-32 MECH. ROOM 206 1" 1 5010 221116 1 WHA -C 33-60 NO 1" YES 5020 221116 1 WHA -D 61-113 PER ASME CODE -SECTION VIII, FOR WORKING PRESSURE OF 150 PSI. ALL INTERNAL WETTED PARTS SHALL 1" COMPLY WITH FDA REGULATIONS AND APPROVALS. 5030 221116 1 WHA -E 114-154 1" MATERIAL 5040 221116 1 WHA -F 155-330 1" � � m 5050 221116 1 NOTES: 1 • WATER HAMMER ARRESTORS SHALL BE SIZED AND INSTALLED PER THE PLUMBING DRAINAGE INSTITUTE (STANDARD WATER AND HOT WATER PIPING AND WHERE FLUSH VALVES AND ANY OTHER QUICK CLOSING VALVES ARE USED. PDI -WH 201) REQUIREMENTS IN ACCESSIBLE LOCATIONS ON THE COLD THERMOSTATIC MIXING VALVE SCHEDULE MARK LOCATION CAPACITY DROP AT � FLOW (�I) CONNECTION SIZES EXTERIOR FINISH z_ c=i� o °� z o a ��„ � N � � o W � Y g J w SPECIFlCATION SECTION MANUFACTURER WITH MODEL NUMBER NOTES MAX FLOW (GPM) MIN FLOW (GPM) HW INLET (IN) CW INLET (IN) TEMPER OUTLET (IN) TMV-1 MECH. ROOM 206 25 1 10 3/4' 3/4" 1" BRONZE NO YES YES YES NA 221116 LAWLER VALVE #801 SERIES 1 PER ASME CODE -SECTION VIII, FOR WORKING PRESSURE OF 150 PSI. ALL INTERNAL WETTED PARTS SHALL OUTLET COMPLY WITH FDA REGULATIONS AND APPROVALS. 2. FULLY RECESSED WITH NON-SKID COVER, LIFT OUT SEDIMENT BUCKET. MATERIAL SIZE TYPE MATERIAL SIZE TYPE > a � � m � NUMBER NOTES: 1. _ NOTES: 1. HIGH -LOW FLOW UNIT. ELECTRIC WATER HEATER SCHEDULE MARK LOCATION ELECTRICAL DATA RECOVERY NOMINAL STORAGE �� (GAL) UNIT (ECRB.) SPECIFICATION SECTION MANUFACTURER WITH MODEL BER L NOTES HP KW VOLTS PHASE GPH/GPM RISE 'F EWH-1 COSTUME SHOP STORAGE 104 _ 36 480 3 148 GPH 100 120 - 223301 A. 0. SMITH #DSE120 � o o m NOTES: z SPECIFICATION SECTION 1. PRE -CHARGED THERMAL EXPANSION ABSORBER DESIGNED AND CONSTRUCTED PER ASME CODE -SECTION VIII, FOR WORKING PRESSURE OF 150 PSI. ALL INTERNAL WETTED PARTS SHALL OUTLET COMPLY WITH FDA REGULATIONS AND APPROVALS. 2. FULLY RECESSED WITH NON-SKID COVER, LIFT OUT SEDIMENT BUCKET. MATERIAL SIZE TYPE MATERIAL SIZE TYPE > a � � m � NUMBER NOTES: 1. PLUMBING EQUIPMENT SCHEDULE ITEM MAKE AND MODEL N0. DESCRIPTION CAPACITY SPECIFICATION SECTION NOTES EXT -1 AMTROL THERM-X-TROL #ST -30-C DIAPHRAGM -TYPE PRE -PRESSURIZED 12.5 GALLON, .8 MAX. ACCEPT. FACTOR, 150 PSI MAX WORKING 223301 1 EXPANSION TANK PRESSURE GI -1 J. R. SMITH #8035 GREASE INTERCEPTOR 35 GPM FLOW, 70 LB GREASE CAP. 221323 2 � o o m NOTES: z SPECIFICATION SECTION 1. PRE -CHARGED THERMAL EXPANSION ABSORBER DESIGNED AND CONSTRUCTED PER ASME CODE -SECTION VIII, FOR WORKING PRESSURE OF 150 PSI. ALL INTERNAL WETTED PARTS SHALL OUTLET COMPLY WITH FDA REGULATIONS AND APPROVALS. 2. FULLY RECESSED WITH NON-SKID COVER, LIFT OUT SEDIMENT BUCKET. FLOOR DRAIN SCHEDULE DRAIN BODY STRAINER MANUFACTURER MARK DESCRIPTION � o o m � � o z SPECIFICATION SECTION MODELR NOTES OUTLET OUTLET MATERIAL SIZE TYPE MATERIAL SIZE TYPE > a � � m � NUMBER _ J.R. SMITH FIG. FD -1 FLOOR DRAIN CAST IRON NOTED NO -HUB NICKEL BRONZE REQ ROUND YES YES NO NO 22 13 16 #2041-A 1 FD -2 FLOOR DRAIN CAST IRON AS NOTED NO -HUB NICKEL BRONZE � REQ. ROUND NO YES NO NO 22 13 16 J.R. SMITH FIG. #2005Y -A 2, 4 FD -3 FLOOR DRAIN CAST IRON '� NOTED NO -HUB CAST IRON � REQ. ROUND NO NO YES NO 22 13 16 J.R. SMITH FIG. #2230Y 2, 3 J.R. SMITH FIG. FD -4 FLOOR DRAIN CAST IRON NOTED NO -HUB NICKEL BRONZE REQ ROUND YES YES NO YES 22 13 16 #3541S 1 NOTES: 1. INTEGRAL TRAP WITH FLOOR LEVEL CLEANOUT. 2. DEEP SEAL TRAP. 3. FLOOR LEVEL CLEANOUT. 4. WATER PROOFING MEMBRANE: FLASHING CONSTRUCTED IN PLACE USING 40 MIL CHLORINATED POLYETHYLENE SHEETS (CHLORALOY 240). V.e / \ r\ I `\ I ` Ni I r\ I NI // CO I WC I WC N� �\<^ / � N�LA�\I //�� i i �i ��CN ///i LAVCq / Ii . 'i I le C14 / / I'LL / UR WC / / / C4 � � UR N 'S :00 I WC r / � LAV� — 'S TYPICAL THRU FLOOR 04 / TYPICAL THRU FLOOR LAV =N FD >� ti CO WASTE & VENT ISOMETRIC - MENS REST ROOM 109, AND WOMENS REST ROOM 110 SCALE: NONE / / T < / C1ll \ I \ I LAV CO ` \ I J // NI cam` FQ NI N �� ' 3"W I I r \' / -_-t V9 5U LAV WASTE & VENT ISOMETRIC - TOILET 133 REST ROOM 131, REST ROOM 136, AND (:BREAK AREA 140 2)- SCALE: NONE Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQUIS V!, C - CONSULTING ENGINEERS, -w 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQU IS.COM CE BUILDING 7-C-2 BLACK BOX THEATER 7 -C -z THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN inSC" NTt NUV PLM Nam Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY [P THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESUILTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT DF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: Project Number: Parcel 7C-8 Sheet Title: Plumbing Isomretrics Sheet Number: P901 1 U 1 ti J W W U U � Q Q N O 1 z�� W O W 0. Z Ur : J W W = W � � � Q Z Q U O W W 0 Q J _J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY [P THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESUILTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT DF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: Project Number: Parcel 7C-8 Sheet Title: Plumbing Isomretrics Sheet Number: P901 l' 71 (2 -'-� - � x %-171 i FIRST FLOOR FIRE PROTECTION PLAN SCALE: 1 /8"=1'-0" NOTE: FINISHED FIRST FLOOR ELEVATION AT 833.50' 0 4' 8' WET PIPE SYSTEM GENERAL FIRE PROTECTION NOTES A. REFER TO DRAWING MP001 FOR MECHANICAL, PLUMBING AND FIRE PROTECTION SYMBOLS 1 U AND ABBREVIATIONS. B. ALL WORK SHALL BE IN ACCORDANCE WITH THE BEST QUALITY STANDARDS OF THE TRADE, AND SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL CODES AND J STANDARDS. THE SAME ARE MADE A PART OF THESE CONTRACT DOCUMENTS, THE SAME AS IF REPEATED HEREIN. C. CONTRACT DOCUMENTS C SIST OF BOTH THE PROJECT MANUAL AND DRAWINGS AND ON UN BOTH ARE INTENDED TO BE COMPLEMENTARY -ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. D. THE CONTRACTOR SHALL INCLUDE IN BID PROPOSAL ALL COSTS REQUIRED TO Q♦�0//-�� COMPLETELY AND PROPERLY INSTALL ALL WORK REQUIRED FOR THE PROJECT, AND N SHALL EXAMINE THE SCOPE OF WORK OF OTHER TRADES PRIOR TO SUBMITTING A BID vJ PROPOSAL. E. CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, HOWEVER, SYSTEMS HAVE BEEN SHOWN DIAGRAMATICALLY AND IN SOME CASES, ENLARGED FOR CLARITY. ANY OFFSETS, ADDITIONAL FITTINGS, AND/OR APPURTENANCES REQUIRED TO W PROVIDE A COMPLETE AND COORDINATED SYSTEM SHALL BE BORNE BY THE CONTRACTOR. F. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING OR BEGINNING WORK ON THIS PROJECT. G. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE AND INSTALL VALVES IN ALL SYSTEMS TO FACILITATE THE OPERATION VARIOUS SYSTEMS DURING CONSTRUCTION. THE INSTALLATION SHALL BE COORDINATED WITH THE PHASING PLAN TO BE DETERMINED W BY THE CONSTRUCTION MANAGER. H. PROVIDE CEILING ACCESS PANELS FOR ACCESS TO SHUT-OFF VALVES, CONTROL VALVES, DRAIN VALVES, ETC. LOCATED ABOVE NON -ACCESSIBLE CEILING. COORDINATE ALL ACCESS PANELS WITH ARCHITECT/ENGINEER. I. ALL PIPING IN PIPE CHASES AND TUNNELS SHALL BE RUN AS CLOSE TO WALLS AS Z POSSIBLE TO ALLOW MAXIMUM ACCESS. J. ALL PIPING IN CEILING SPACE SHALL BE INSTALLED AND ROUTED IN A MANNER TO AVOID DUCTWORK, LIGHT FIXTURES, JOIST, BEAMS, ETC. K. THE DESIGN AND INSTALLATION OF THE FIRE PROTECTION SYSTEMS SHALL CONFORM TO THE NATIONAL FIRE PROTECTION T ASSOCIATION CODES NFPA STANDARDS AND 0 I-- RECOMMENDED PRACTICES, LATEST EDITIONS ADOPTED BY THE STATE OF INDIANA. ALL C� APPLICABLE STATE AND LOCAL FIRE PREVENTION BUREAU'S STATUES AND CODES, AND REQUIREMENTS OF OWNER'S INSURANCE UNDERWRITER. INCLUDE ALL PIPE AND FITTINGS, APPROVED WATER FLOW DETECTING ALARM DEVICES, PRESSURE GAUGES, SPRINKLER J HEADS, INDICATING VALVES, FIRE DEPARTMENT CONNECTIONS, AND OTHER MATERIALS NEED TO PROVIDE A COMPLETE AND OPERABLE CODE COMPLIANT SYSTEM. L. FIRE PROTECTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN LAYOUT OF THE SPRINKLER SYSTEMS AS REQUIRED FOR THE NEW AND REMODELED AREAS. THE ENTIRE BUILDING SHALL BE SPRINKLED PER NFPA 13, LATEST ENFORCED EDITION. M. HE FIRE PROTECTION CONTRACTOR SHALL PERFORM HIS OWN FLOW TEST AND SUBMIT RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND THE RESULTS TO THE ENGINEER PRIOR TO START OF WORKING PLANS. N. SPRINKLER PIPING INSTALLATION SHALL BE COORDINATED WITH OTHER TRADES, EQUIPMENT, DUCTWORK, STRUCTURAL STEEL, ELECTRICAL PANELS, RACEWAYS, ARCHITECTURAL DESIGN INTENT; INCLUDING REFLECTED CEILING PLANS AND CEILING TILE DIMENSIONS PRIOR TO INSTALLATION. PIPING NOT COORD114ATED MAY NEED TO BE REMOVED AND/OR REPLACED. ANY REMOVAL REQUIRED DUE TO INCOMPLETE COORDINATION, SHALL BE DONE BY THE SPRINKLER CONTRACTOR, ALL COST SHALL BE BORNE BY THE SPRINKLER CONTRACTOR. 0. INSTALL THE SPRINKLER ZONE INSPECTOR TEST DRAIN LINE PARALLEL WITH THE FIRE SERVICE LINE AND ROUTE TO THE EXTERIOR OF THE BUILDING. P. THE FIRE PROTECTION PIPE ROUTING SHOWN IS PROVIDED AS A GUIDE TO THE FIRE PROTECTION CONTRACTOR. THE SUCCESSFUL BIDDER SHALL DESIGN THE AUTOMATIC FIRE PROTECTION SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. Q ALL ELECTRICAL AND MECHANICAL ROOMS SHALL BE SPRINKLED WITH HIGH TEMPERATURE SPRINKLER HEADS. PROVIDE GUARDS ON ALL UP RIGHT SPRINKLER HEADS. O SHEET KEYNOTES 1. CONNECT TO EXISTING EXISTING WET PIPE SPRINKLER ZONE SUPPLY MAIN, FIELD VERIFY SIZE AND LOCATION. 2. WET PIPE SPRINKLER ZONE. FIRE PROTECTION DESIGN NOTES 1. THE CONTRACTOR SHALL PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED TO PRODUCE DISCHARGE DENSITIES OF NOT LESS THAN 0.10 GPM/SQUARE FOOT OVER THE HYDRAULICALLY MOST REMOTE 1500 SQUARE FEET WITH A MAXIMUM OF 225 SQUARE FEET PER HEAD THROUGHOUT ALL LIGHT HAZARD OCCUPANCY AREAS PLUS 100 GPM OUTSIDE FIRE HOSE STREAM. QUICK RESPONSE (QR) SPRINKLERS REQUIRED FOR LIGHT HAZARD (QR SPRINKLERS MAY REDUCE DESIGN AREA); a) ASSEMBLY b) LOBBY c) OFFICE d) REST ROOMS/TOILETS e) CORRIDORS f) STAIRS g) GENERAL PUBLIC AREAS 2. THE CONTRACTOR SHALL PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED TO PRODUCE DISCHARGE DENSITIES OF NOT LESS THAN 0.15 GPM/SQUARE FOOT OVER THE HYDRAULICALLY MOST REMOTE 1500 SQUARE FEET WITH A MAXIMUM OF 130 SQUARE FEET PER HEAD THROUGHOUT ORDINARY HAZARD GROUP 1 OCCUPANCIES PLUS 250 GPM OUTSIDE FIRE HOSE STREAM; a) MECHANICAL / ELECTRICAL ROOMS b) RECEIVING / LOADING c) STORAGE ROOMS Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM 1 10001,163 STATE OF 1�'I'' OFFICE BUILDING 7-C-2 BLACK sox THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SCALES NTS PLAN N 11 Project: W 1 U 1 J W W UN U I..L Q Q♦�0//-�� N vJ 1 Z W Q W Z CL _ J U) W W W Q Z Q U OW W I-- C� Q J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLL. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. ® COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By GMR AJM Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: First Floor Fire Protection Plan Sheet Number: F201 FIRE ALARM IDENTITY SYMBOLS ® CONTROL RELAY ® CONTROL RELAY 01 HORN AND STROBE B4 HORN UNIT ONLY M4 STROBE UNIT ONLY FOS SPEAKER AND STROBE ❑F MANUAL PULL STATION so SMOKE DETECTOR C6 DUCT SMOKE DETECTOR WITH TWO AUXILIARY CONTACTS R.rs REMOTE STATION FOR DUCT DETECTOR USED AT DUCT WORK OPENING OA AREA TYPE SMOKE DETECTOR USED AT DUCT WORK OPENING TPR ELEVATOR RECALL WITH AUXILIARY CONTACTS IAM SELF CONTAINED SMOKE DETECTOR -SINGLE STATION TYPE a, SMOKE DETECTOR -VISUAL AND AUDIBLE SIGNAL 96 BEAM SMOKE DETECTOR, "R" -INDICATES RECEIVER 96 BEAM SMOKE DETECTOR, "S" INDICATES SENDING UNIT © CARBON MONOXIDE DETECTOR. LINE VOLTAGE WITH BATTERY BACKUP ® FLAME DETECTOR ® AUTOMATIC HEAT DETECTOR, "R" INDICATES RATE OF RISE FUSED CUTOUTS, "zzA" INDICATES FUSE RATING AUTOMATIC HEAT DETECTOR, "F" INDICATES FIXED TEMPERATURE 1917F ® HYDROGEN DETECTOR DISCONNECT SWITCH AIR BREAK WITH FUSE,"zzA" MOTOR OPERATED FIRE/SMOKE DUCT DAMPER ® WATER FLOW SWITCH, BY DIVISION 15 ® LOW PRESSURE SWITCH, BY DIVISION 15 ® TAMPER SWITCH, BY DIVISION 15 PIv POST INDICATOR VALVE, BY DIVISION 15 FE5Q END -OF -LINE RESISTOR LIGHTNING ARRESTER AND GROUNDING TO PROTECT ALL —00—w PHASES a xx-xx-x- MOTOR AND LABEL, "3" DENOTES HORSEPOWER IVY NOTE: ALL FIRE ALARM EQUIPMENT SHALL CONNECT TO EXISTING FA PANEL IN OFFICE BUILDING MDF ROOM 125 AND SHALL BE COMPATIBLE WITH EXISTING SYSTEM. FIRE ALARM COMM IDENTITY SYMBOLS SYMBOLS FIRE ALARM MASTER BOX CAPACITOR FIRE FIGHTER'S PHONE © CODE TRANSMITTER ® DRILL KEY SWITCH CIRCUIT BREAKER (ENCLOSED), "xxAF" INDICATES FRAME KEY REPOSITORY (KNOX BOX) FA FIRE ALARM ANNUNCIATOR PANEL, 2 LINES OF 4' CHARACTERS LCD DISPLAY ACP FIRE ALARM CONTROL PANEL FV -A -d VOICE EVACUATION PANEL FATC1 FIRE ALARM TERMINAL CABINET ATT BATTERY PACK AND CHARGER ® AIR SAMPLING CONTROL/DETECTOR PANEL WITH ASSOCIATED AIR SAMPLING PIPING NETWORK TPR TRANSPONDER IAM INDIVIDUALLY ADDRESSABLE MODULE- MONITOR (PROVIDES ADDRESS FOR CONTACT) A ® INDIVIDUALLY ADDRESSABLE MODULE- RELAY (PROVIDES CONTACT CLOSURE) CONTACT NORMALLY OPEN (NO) ("TC" -WITH TIMED SECURITY DOOR CONTACTS ONE -LINE IDENTITY SYMBOLS CUSTOMER METER CAPACITOR >oAF CIRCUIT BREAKER (OPEN), "xxAF" INDICATES FRAME SIZE, )WT "yyAT" INDICATES TRIP SIZE aw CIRCUIT BREAKER (ENCLOSED), "xxAF" INDICATES FRAME )WT SIZE, "yyAT" INDICATES TRIP SIZE xxAF PRIMARY DRAW OUT TYPE CIRCUIT BREAKER, "xxAF" YIFT INDICATES FRAM SIZE, "yyAT" INDICATES TRIP SIZE xxAF LOW VOLTAGE DRAW OUT TYPE CIRCUIT BREAKER, "xxAF" WT INDICATES FRAM SIZE, "yyAT" INDICATES TRIP SIZE aw LOW VOLTAGE DRAW OUT TYPE CIRCUIT BREAKER. WITH _►T CURRENT LIMITING FUSES, "xxAF" INDICATES FRAME SIZE, ZZ► "yyAT" INDICATES TRIP SIZE, "zzA" INDICATES FUSE WEATHER PROOF SECURITY CARD READER ROUGH -IN. 4"x4" FLUSH BOX WITH 3/4"C TO JUNCTION BOX ABOVE CORRIDOR CEILING AND 3/4"C FROM JUNCTION BOX TO GARAGE SERVER ROOM 105. RATING SECURITY CONTROL PANEL CONTACT NORMALLY OPEN (NO) ("TC" -WITH TIMED SECURITY DOOR CONTACTS CLOSING) SECURITY EXIT PUSH BUTTON CONTACT NORMALLY CLOSED (NC) ("TO" -WITH TIMED SECURITY KEYPAD OPENING) Fc -r-1 CURRENT TRANSFORMER CABINET ZZA FUSED CUTOUTS, "zzA" INDICATES FUSE RATING 1 f DISCONNECT SWITCH UNFUSED 1 DISCONNECT SWITCH AIR BREAK WITH FUSE,"zzA" nA INDICATES FUSED RATING m► FUSE, "zzA" INDICATES FUSED RATING TERMINAL CABINET WITH 3/4" PLYWOOD BACKING OVERLOAD RELAY PLYWOOD BACKBOARD GROUNDING CONNECTION -SYSTEM AND OR EQUIPMENT O KIRK KEY INTERLOCK SYSTEM FIXTURE -DOUBLE OR SINGLE HEAD SPOT LIGHT LIGHTNING ARRESTER AND GROUNDING TO PROTECT ALL —00—w PHASES a xx-xx-x- MOTOR AND LABEL, "3" DENOTES HORSEPOWER IVY MOTOR OPERATOR FOR CIRCUIT BREAKERS OR SWITCH ® NETWORK PROTECTOR 0-o PANEL BOARD 0-13 POTHEAD �— STRESS CONE fir- RESISTOR O SHUNT TRIP l BOLLARD TYPE SITE LIGHTING FIXTURE REVOLUTIONS MAGNETIC STARTER WITH NEMA SIZE INDICATED ® GROUND FAULT CIRCUIT INTERRUPTER, PERSONNEL HAND -OFF -AUTOMATIC PROTECTION KW Q6GSR GENERATOR BYPASS ISOLATION HORIZ HORIZONTAL TRANSFORMER, DRY TYPE, UNLESS OTHERWISE INDICATED T"1"...` BE (3)l 11 POTENTIAL TRANSFORMER, "3" INDICATES QUANTITY (3) CURRENT TRANSFORMER, "3" INDICATES QUANTITY, 400-5A "400-5A" INDICATED RATIO 0 3-PHASE, 3 -WIRE DELTA CONNECTION HOUR(S) CORNER GROUNDED DELTA ROOF TOP UNIT 3-PHASE, 4 -WIRE WYE CONNECTION (GROUNDED BUILDING NEUTRAL) HEATING ONLY ROOFTOP UNIT SF ADJUSTABLE FREQUENCY DRIVE 3 REFERENCES DETAIL BSMT xx-x-x NUMBER HERTZ BUS DUCT OR BUS WAY SPECIFICATION WIRE WAY KIM*- TRANSFER SWITCH SWITCHBOARD METER IDENTITY SYMBOLS CM CUSTOMER METER OD DEMAND METER (UTILITY) OWATTHOUR METER (UTILITY) CMI DOORBELL SECURITY IDENTITY SYMBOLS f3i]4 SECURITY CAMERA ROUGH -IN. PROVIDE JUNCTION BOX ABOVE CEILING WITH 3/4"C TO EXISTING GARAGE SERVER ROOM 105 ® CCN COAXIAL CABLE OUTLET AND POWER OUTLET on CCN MONITOR OUTLET CMI DOORBELL ©/ DOOR BUZZER SG DOOR CHIME ® DOOR MONITORING CONTACTS. PROVIDE 3/4"C FROM DOOR FRAME TO JUNCTION BOX ABOVE CORRIDOR CEILING. ® ELECTRIC DOOR STRIKE. PROVIDE 3/4"C FROM DOOR FRAME TO JUNCTION BOX ABOVE CORRIDOR CEILING. Ic INTERCOM UNIT - FLUSH MOUNT MI MASTER INTERCOM AND DIRECTORY UNIT ® MOTION DETECTOR © SECURITY DOOR ALARM MAGNETIC LOCK ® WEATHER PROOF SECURITY CARD READER ROUGH -IN. 4"x4" FLUSH BOX WITH 3/4"C TO JUNCTION BOX ABOVE CORRIDOR CEILING AND 3/4"C FROM JUNCTION BOX TO GARAGE SERVER ROOM 105. ® SECURITY CONTROL PANEL ® SECURITY DOOR CONTACTS O SECURITY EXIT PUSH BUTTON Q SECURITY KEYPAD Ic OCCUPANCY SENSOR, CEILING MOUNTED, "P"- INDICATES MULTIPLE SWITCHES WIRED IN PARALLEL SWITCH IDENTITY SYMBOLS S SINGLE POLE SWITCH Y Sy SWITCH (EDIT AS NEEDED FOR 2 -WAY, 3 -WAY, a SWITCH LEG ETC. S 1! SWITCH (EDIT AS NEEDED FOR 2 -WAY, 3 -WAY, OR a SWITCH LEG ETC. Sp CIRCUIT BREAKER SWITCH SDT SINGLE POLE/DOUBLE THROW SWITCH SG GLOW SWITCH TOGGLE, GLOWS IN OFF POSITION SH HORIZONTALLY MOUNTED -WITH ON POSITION TO THE LEFT SK KEY OPERATED SWITCH SKIP KEY OPERATED SWITCH WITH PILOT LIGHT ON WHEN SWITCH IS ON SLv LOW VOLTAGE SWITCH SLM LOW VOLTAGE MASTER SWITCH Svc MOMENTARY CONTACT SWITCH SP SWITCH WITH PILOT LIGHT ON WHEN SWITCH IS ON ST TIMER SWITCH Sw WEATHERPROOF SINGLE POLE SWITCH O DIMMER SWITCH. RATED 1000W, UNLESS OTHERWISE INDICATED. "LV" = LOW VOLTAGE "FL" = FLUORESCENT 4 OCCUPANCY SENSOR, WALL MOUNTED WITH OFF -AUTO OVERRIDE SWITCH Ic OCCUPANCY SENSOR, CEILING MOUNTED, "P"- INDICATES MULTIPLE SWITCHES WIRED IN PARALLEL MI MASTER INTERCOM AND DIRECTORY UNIT ® VOLUME CONTROL COMMUNICATION IDENTITY SYMBOLS 0 DATA OUTLET ❑0 DATA OUTLET FLOOR TYPE O TELEPHONE/DATA OUTLET ❑J TELEPHONE/DATA OUTLET FLOOR TYPE V TELEPHONE OUTLET Vw TELEPHONE OUTLET -WALL MOUNTED a TELEPHONE OUTLET FLOOR TYPE 0 CALL IN SWITCH c7 CABLE ANTENNA SYSTEM OUTLET (CAN) AND DUPLEX RECEPTACLE AT SAME HEIGHT. O MASTER ANTENNA SYSTEM OUTLET (MAN) ® MICROPHONE OUTLET -FLOOR MOUNTED Q MICROPHONE OUTLET -WALL MOUNTED 0 SPEAKER -CEILING MOUNTED 0 SPEAKER -WALL MOUNTED ACCU SPEAKER HORN F<�>J SPEAKER BI-DIRECTIONAL PAGING -WALL MOUNTED 0� SPEAKER BI-DIRECTIONAL PAGING -CEILING MOUNTED Ic INTERCOM UNIT -FLUSH MOUNTED MI MASTER INTERCOM AND DIRECTORY UNIT ® VOLUME CONTROL I—I EQUIPMENT CABINET JNNL EQUIPMENT RACK -WALL MOUNTED 110 EQUIPMENT RACK -FREE STANDING Q TERMINAL CABINET WITH 3/4" PLYWOOD BACKING G PLYWOOD BACKBOARD DISTRIBUTION IDENTITY SYMBOLS -UaW LIGHTING OR POWER PANEL, RECESSED ® LIGHTING OR POWER PANEL, SURFACE ® DISTRIBUTION PANEL ® LIGHTING OR POWER PANEL ON NORMAL/GENERATOR FEEDER ® DISTRIBUTION PANEL ON NORMAL/GENERATOR FEEDER ® MOTOR CONTROL CENTER (MCC) ® DRY TYPE TRANSFORMER [E-111 TRANSFORMER -PAD MOUNT c7 CURRENT TRANSFORMER CABINET O GENERATOR ® METER Q METER AND SOCKET O TRANSFER SWITCH 0 POLE MOUNTED EMERGENCY FIXTURE LIGHTING IDENTITY SYMBOLS ® SURFACE MOUNTED 2'x4' FIXTURE ® SURFACE MOUNTED 2'x4' EMERGENCY FIXTURE ® RECESSED MOUNTED 2'x4' FIXTURE ® RECESSED MOUNTED 2'x4' EMERGENCY FIXTURE ® SURFACE MOUNTED 1'x4' FIXTURE ® SURFACE MOUNTED 1'x4' EMERGENCY FIXTURE ® RECESSED MOUNTED 1'x4' FIXTURE ® RECESSED MOUNTED 1'x4' EMERGENCY FIXTURE O SURFACE MOUNTED FIXTURE O SURFACE MOUNTED EMERGENCY FIXTURE 0 RECESSED MOUNTED FIXTURE 0 RECESSED MOUNTED EMERGENCY FIXTURE O POLE MOUNTED FIXTURE 0 POLE MOUNTED EMERGENCY FIXTURE ACCU SUSPENDED FIXTURE ® SUSPENDED EMERGENCY FIXTURE I -p WALL MOUNTED FIXTURE F0 WALL MOUNTED EMERGENCY FIXTURE T1 WALL MOUNTED FIXTURE PH WALL MOUNTED EMERGENCY FIXTURE I—I LUMINAIRE STRIP TYPE FIXTURE (2 FOOT) FURN LUMINAIRE STRIP TYPE FIXTURE (3 FOOT) PSI LUMINAIRE STRIP TYPE FIXTURE (4 FOOT) AFF EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO BE DETERMINED BY JOB SPECIFICATION G 04 PSIA POUNDS PER SQUARE INCH ABSOLUTE AHU FIXTURE -DOUBLE OR SINGLE HEAD SPOT LIGHT 0 GENERAL CONTRACTOR EMERGENCY BATTERY UNIT WITH LIGHTING HEADS U EMERGENCY BATTERY REMOTE LIGHTING HEADS IVY LIGHT TRACK, LENGTH AS INDICATED ON DWGS WITH NUMBER OF LIGHTS INDICATED ON DWGS AND SCHEDULE ® IN -GROUND OR FLOOR MOUNTED FIXTURE 0-o SINGLE LUMINAIRE POLE MOUNTED SITE LIGHTING FIXTURE 0-13 SINGLE LUMINAIRE POLE MOUNTED SITE LIGHTING FIXTURE o -o SINGLE LUMINAIRE POLE MOUNTED SITE LIGHTING FIXTURE =H�o TWIN LUMINAIRE POLE MOUNTED SITE LIGHTING FIXTURE o -C7 ROADWAY LUMINAIRE-COBRA HEAD HUB OUTLET BOLLARD TYPE SITE LIGHTING FIXTURE REVOLUTIONS AVG AVERAGE HOA POWER IDENTITY SYMBOLS GENERAL NOTES: ABBREVIATIONS AND TERMS A-000 DUPLEX CONVENIENCE RECEPTACLE. 20A 125V. WALL MOUNT DEVICE 0 PHASE EWC ELECTRIC WATER COOLER OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED T DEGREES FAHRENHEIT EX EXISTING OL OVERLOAD A/C AIR CONDITIONING FCU FAN COIL UNIT OZ OUNCE A AMPERES FLR FLOOR P POLE ACCU AIR COOLED CONDENSING UNIT FPVAV FAN POWERED VAV UNIT PE PNEUMATIC ELECTRIC AF AMPERE FUSE FT FOOT, FEET PH PHASE AFC ABOVE FINISHED COUNTER FURN FURNACE PSI POUNDS PER SQUARE INCH AFF ABOVE FINISHED FLOOR G GROUND PSIA POUNDS PER SQUARE INCH ABSOLUTE AHU AIR HANDLING UNIT GC GENERAL CONTRACTOR PSIG POUNDS PER SQUARE INCH GAUGE AIC AMPERES INTERRUPTING CAPACITY GFI GROUND FAULT INTERRUPTING PTAC PACKAGED TERMINAL AIR CONDITIONER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HHWP HEATING HOT WATER PUMP RCPT RECEPTACLE ARCH ARCHITECT HO HUB OUTLET REV REVOLUTIONS AVG AVERAGE HOA HAND -OFF -AUTOMATIC RM ROOM B/I BYPASS ISOLATION HORIZ HORIZONTAL RPM REVOLUTIONS PER MINUTE BE BOTTOM ELEVATION HP HORSEPOWER RPS REVOLUTIONS PER SECOND BHP BRAKE HORSEPOWER HR HOUR(S) RTU ROOF TOP UNIT BLDG BUILDING HRTU HEATING ONLY ROOFTOP UNIT SF SQUARE FOOT BSMT BASEMENT Hz HERTZ SPEC SPECIFICATION BtuH BRITISH THERMAL UNIT PER HOUR ID INSIDE DIAMETER SQ SQUARE C CONDUIT IN INCH, INCHES ST SHUNT TRIP CB CIRCUIT BREAKER INT INTERIOR STD STANDARD CCW COUNTERCLOCKWISE INV INVERT SW SWITCH CH CHILLER K KELVIN TBI TO BE INSTALLED CHWP CHILLED WATER PUMP kW KILOWATT TBR TO BE REMOVEY CLG CEILING LBS POUNDS TR TO REMAIN COMPR COMPRESSOR LTG LIGHTING TE TOP ELEVATION COND CONDENSER MAX MAXIMUM TEMP TEMPERATURE CONV CONVECTOR MBH THOUSAND Btu PER HOUR TF TRANSFER FAN CT COOLING TOWER MC MECHANICAL CONTRACTOR TRANS TRANSITION CU CONDENSING UNIT MCA MINIMUM CIRCUIT AMPS TYP TYPICAL CUH CABINET UNIT HEATER MCC MOTOR CONTROL CENTER UH UNIT HEATER CUV CLASSROOM UNIT VENTILATOR MFR MANUFACTURER LION UNLESS OTHERWISE NOTED CW CLOCKWISE MIN MINIMUM UV UNIT VENTILATOR CWP CONDENSER WATER PUMP MISC MISCELLANEOUS V VOLTS DC DIRECT CURRENT MTD MOUNTED VAV VARIABLE AIR VOLUME DED DEDICATED CIRCUIT MV MEDIUM VOLTAGE VB VACUUM BREAKER DS DISCONNECT SWITCH NA NOT APPLICABLE VERT VERTICAL DWG DRAWING NEC NATIONAL ELECTRIC CODE VF VENTILATION FAN EA EACH NIC NOT IN CONTRACT VFD VARIABLE FREQUENCY DRIVE EC ELECTRICAL CONTRACTOR NL NON-LINEAR W WIRE, WATT EF EXHAUST FAN NOM NOMINAL WP WEATHERPROOF EFF EFFICIENCY NTS NOT TO SCALE W/ WITH EL ELEVATION OD OUTSIDE DIAMETER, OVERFLOW DRAIN W/0 WITHOUT ETR EXISTING TO REMAIN POWER IDENTITY SYMBOLS GENERAL NOTES: SINGLE CONVENIENCE RECEPTACLE A-000 DUPLEX CONVENIENCE RECEPTACLE. 20A 125V. WALL MOUNT DEVICE GENERAL ELECTRICAL DOUBLE DUPLEX CONVENIENCE RECEPTACLE. Q SINGLE CONVENIENCE RECEPTACLE ON EMERGENCY/STANDBY CIRCUIT GENERAL SHEET DUPLEX CONVENIENCE RECEPTACLE ON EMERGENCY/STANDBY CIRCUIT NOTES: DOUBLE DUPLEX CONVENIENCE RECEPTACLE ON EMERGENCY/STANDBY CIRCUIT SHEET KEYNOTES: SPECIAL RECEPTACLE a CLOCK HANGER OUTLET RECESSED MOUNTED 8'-0" AFF OR 8" BELOW CEILING AS INDICATED ® MULTI -OUTLET ASSEMBLY E-900 MULTI -OUTLET ASSEMBLY ® FLOOR DUPLEX CONVENIENCE RECEPTACLE. FVTV FLUSH MOUNT FLOOR BOX, ADJUSTABLE, WITH BOTH POWER AND VOICE/DATA RECEPTACLES Jo JUNCTION BOX IN DRAWING MODULE DRAWING MODULE MOTOR B PUSH-BUTTON Al Al E-401 I E-501 ON/OFF PUSH-BUTTON STATION w THREE FUNCTION PUSH-BUTTON SWITCH (UP/DOWN/STOP) $„ MOTOR STARTER SWITCH T TOGGLE DISCONNECT SWITCH LARGE SCALE VIEW LOCATION DETAIL LOCATION AT THERMAL MOTOR SWITCH WITH HANDLE GUARD AND PADLOCK CAPABILITY, "P" -INDICATES PILOT LIGHT TP DISCONNECT SWITCH, UNFUSED TYPE REFERENCE SHEET LOCATION FOR ADDITIONAL DISCONNECT SWITCH, FUSED TYPE REFERENCE TITLE BLOCK LOCATION FOR ADDITIONAL ENCLOSED CIRCUIT BREAKER I INFORMATION. MAGNETIC CONTACTOR ® MAGNETIC MOTOR STARTER REVISION INDICATOR COMBINATION MAGNETIC STARTER AND DISCONNECT SWITCH PHASE, NEUTRAL, GROUND Q PHASE, PHASE, NEUTRAL, GROUND REVISION CLOUD PHASE, PHASE, PHASE, NEUTRAL, GROUND REFERENCE SCHEDULE LOCATION FOR ADDITIONAL PHASE, PHASE, NEUTRAL, NEUTRAL, GROUND PHASE, PHASE, GROUND INFORMATION. PHASE, PHASE, PHASE, GROUND A HOMERUN PHASE, NEUTRAL, GROUND, HOMERUN • GROUND ♦ CONNECTION Q 3/4"x10' COPPER GROUND ROD GENERAL ELECTRICAL NOTES A. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. ALL LOCATIONS SHALL BE FIELD VERIFIED. B. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE - LATEST EDITION ADOPTED BY INDIANA, THE INDIANA ELECTRICAL CODE AMENDMENTS, LOCAL/MUNICIPAL CODES, AND THE AUTHORITY HAVING JURISDICTION. C. ALL CONNECTIONS TO EQUIPMENT SUBJECT TO MOVEMENT OR VIBRATION SHALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT, NOT LESS THAN 12" IN LENGTH, NOR GREATER THAN 36" IN LENGTH. D. ALL CONDUIT PENETRATIONS SHALL BE SEALED WITH APPROPRIATE CONDUIT SEALING MATERIAL. E. ALL CABLE SIZES SHALL UTILIZE COPPER CONDUCTORS. F. FIELD VERIFY LOCATIONS OF BUILDING EXPANSION JOINTS WHEN ROUTING CONDUIT. ALL CONDUITS CROSSING EXPANSION JOINTS SHALL BE INSTALLED WITH EXPANSION FITTINGS. EXPANSION FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE NEC, AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. G. FEEDERS FROM PANEL BOARDS BACK TO MAIN SWITCHBOARD, BETWEEN AUTO TRANSFER SWITCHES AND THEIR SOURCES/LOADS, BETWEEN DRY -TRANSFORMERS AND THEIR SOURCES/LOADS. ARE NOT INDICATED ON THE FLOOR PLAN DRAWINGS. FEEDERS ARE PART OF THE WORK, AND SHALL BE SIZED AS INDICATED ON THE ONE LINE DIAGRAM. H. CABLE TRAY IS SHOWN ON THE PLANS. IF PORTIONS OF CABLE TRAY CANNOT BE INSTALLED DUE TO CONFLICT WITH STRUCTURE OR OTHER EQUIPMENT, THE CONTRACTOR SHALL PROVIDE (2) 4" C. WITH INSULATED BUSHINGS THAT OVERLAP 1" INTO THE TRAY TO AVOID CONFLICTS IN THESE LOCATIONS. I. HOME RUNS SHALL NOT BE COMBINED IN A RACEWAY UNLESS SHOWN ON THE CONTRACT DRAWINGS. SINGLE PHASE BRANCH CIRCUIT HOME RUNS MAY BE COMBINED AT THE CONTRACTOR'S DISCRETION NOT GREATER THAN (3) PHASE CONDUCTORS, (3) NEUTRAL CONDUCTORS, AND A GROUNDING CONDUCTOR. J. EACH SINGLE PHASE BRANCH CONDUCTOR SHALL HAVE A DEDICATED NEUTRAL BACK TO THE PANEL. K. CONDUITS 2" AND LARGER THAT PENETRATE EXTERIOR WALLS SHALL USE LINK -SEALS. L. WHERE LOW VOLTAGE (CONTROL) CABLING IS ALLOWED TO BE INSTALLED WITHOUT A RACEWAY, IT SHALL BE SUPPORTED PER SECTION 260523 NOT EXCEEDING INTERVALS OF 48 INCHES, AND NOT MORE THAN 6 INCHES FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES AND TERMINALS. NOTATION DESIGNATORS GENERAL NOTES: NOTES THAT APPLY EQUALLY TO ALL DISCIPLINES A-000 WITHIN THE DRAWING SET. GENERAL ELECTRICAL NOTES THAT APPLY EQUALLY TO ALL SHEETS WITHIN NOTES: THE DISCIPLINE. GENERAL SHEET NOTES THAT APPLY ONLY TO THE SPECIFIC SHEET ON NOTES: WHICH THEY APPEAR. SHEET KEYNOTES: NOTES THAT APPLY ONLY TO THE SPECIFIC SHEET ON E-700 WHICH THEY APPEAR AND USE A KEYNOTE INDICATOR E-800 TO IDENTIFY ITEMS. SUBSET DESIGNATORS G-000 GENERAL A-000 ARCHITECTURAL F-000 FIRE PROTECTION P-000 PLUMBING M-000 MECHANICAL E-000 ELECTRICAL T-000 TELECOMMUNICATION SHEET TYPE DESIGNATORS E-000 GENERAL (SYMBOLS, ABBREVIATIONS, NOTES) E-100 PLANS (DEMOLITION, SITE, FOUNDATION) E-200 PLANS (LIGHTING) E-300 PLANS (POWER) E-400 LARGE SCALE VIEWS (PLANS, SECTIONS) E-500 DETAILS E-600 SCHEDULES E-700 SHORT SPECIFICATIONS E-800 DIAGRAMS (CONTROLS, RISERS, ONE -LINES) E-900 3D REPRESENTATIONS (ISOMETRICS) REFERENCE SYMBOLS SECTION INDICATOR: REFERENCE SECTION LOCATION THROUGH AN AREA FOR KEYNOTE INDICATOR: REFERENCE SHEET KEYNOTE LOCATION FOR ADDITIONAL ADDITIONAL INFORMATION. INFORMATION. ECTION LOCATION BEYOND AREA KEYNOTE INDICATORS DRAWING MODULE EXTENSION XA1PLAN" NUMERICAL CHARACTER RELATES TO ITEM � � � POINT LEADER E-301 W W AREA LEADER SECTION LOCATION AT SUBSET SHEET LINE LEADER DETAIL INDICATOR: REFERENCE DETAIL LOCATION FOR ADDITIONAL DRAWING BLOCK REFERENCE DRAWING MODULE LOCATION FOR Q INFORMATION. TITLE INDICATOR: ADDITIONAL INFORMATION. LARGE SCALE VIEW LOCATION DETAIL LOCATION IN DRAWING MODULE LOCATION IN DRAWING MODULE DRAWING MODULE (IDENTIFYING LOWER LEFT OF MULTIPLE MODULES) / ^ DRAWING BLOCK TITLE N Al Al E-401 I E-501 Al SCALE: 1/8' = V-0" 0 4' 8' 16' w o W NUMERIC SCALE— GRAPHIC SCALE NORTH ARROW LARGE SCALE VIEW LOCATION DETAIL LOCATION AT AT SUBSET SHEET SUBSET SHEET MATCH LINE REFERENCE SHEET LOCATION FOR ADDITIONAL REVISION INDICATOR: REFERENCE TITLE BLOCK LOCATION FOR ADDITIONAL INDICATOR: I INFORMATION. L.L INFORMATION. FLOOR PLAN OVERLAP BEYOND AREA EXTENSION REVISION INDICATOR SEE E-102 REFER TO ADDITIONAL PLAN Q SHEET FOR CONTINUATION - - - REVISION CLOUD LIGHTING INDICATOR: REFERENCE SCHEDULE LOCATION FOR ADDITIONAL INFORMATION. A "A" = FIXTURE TYPE, REFER TO FIXTURE SCHEDULE, a "2" = CIRCUIT NUMBER, "a" = SWITCH IDENTIFICATION H U LIJ M3O X am VJ Z H O H J a am a >M Q Cn J 0 m >M N N w D Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Cannel, Indiana 46032 317.573-6050 Architect: ±ldnii RIO PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L'ACQUISNiL: CONSULTING ENGINEERS .,� 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM ��,x�te111 � ��rrrf�rr _ PIE -1970C"'97 ' • STATE- O �� "'�Lillti•"1 � ice` OFFICE BUILDING--{ 7-C-2 BLACK BOX THEATER 7�2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. — — — — 7-C-11 KEY PLAN WA LEa NTS (& PIAN IUM Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO EITHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION DF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By TB BKS Last Revision Date: Project Number: Parcel 7C-8 Sheet Title: Electrical Symbols and Abbreviations Sheet Number: E001 1 U 1 W W O/ O L.L Q Q N o 1 Z w o W z �J U) W W L.L W Q Z a 0 OW Z fW V Q J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO EITHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION DF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By TB BKS Last Revision Date: Project Number: Parcel 7C-8 Sheet Title: Electrical Symbols and Abbreviations Sheet Number: E001 LIGHTING PLAN SCALE: 1/8" = 1'-0" 01 GENERAL NOTES I A. DO NOT SUPPORT LIGHTING FIXTURES FROM CONCRETE DECK OF PARKING GARAGE. ALL LIGHT FIXTURES SHALL BE SUPPORTED FROM DRYWALL CEILING ABOVE THE GRID CEILING BELOW CONCRETE DECK.. O SHEET KEYNOTES 1. CONDUIT, BOXES AND LIGHT FIXTURES IN THIS ROOM SHALL BE SURFACE MOUNTED WITH NO CEILING PENETRATIONS. CONDUIT AND BOXES TO BE PAINTED WHITE. 2. TO "a" TYPE L LIGHTING FIXTURES (MAKEUP LIGHTING FIXTURES) IN ROOM 132. 3. TO "a" TYPE L LIGHTING FIXTURES (MAKEUP LIGHTING FIXTURES) IN ROOM 134. 4. MOUNT EMERGENCY BALLAST ABOVE NEAREST ACCESSIBLE CORRIDOR CEILING. 5. MOUNT EMERGENCY BALLAST ABOVE NEAREST ACCESSIBLE CORRIDOR CEILING. MOUNT BOTTOM OF FIXTURE ABOVE TOP OF FLOOR IDENTIFICATION SIGN AND CENTERED ON SIGN. VERIFY EXACT LOCATION WITH ARCHITECT. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L' ACQUIS CONSULTING ENGINEERS 19 1 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM �131111IIftPllt/t!t �yii4. IA lj�If INI970r., Q7 gas .......... r=. is STATE QE 3 CE BUILDING 7-C-2 BLACK BOX THEATER 7-C}2 THEATER 7-C-1 i COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION IIF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS O F THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. Q COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R, STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Last Revision Date: O Project Number: Parcel 7C-8 Sheet Title: Lighting Plan Sheet Number: PARKING Project: 00 GARAGE 1 U 1 ti 7-C-3 J 7-C-4 W W E.C. U Of Q 7-C-11 1171 KEY PLAN WMzM (P IMMI111111MM i COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION IIF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS O F THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. Q COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R, STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Last Revision Date: O Project Number: Parcel 7C-8 Sheet Title: Lighting Plan Sheet Number: Project: 00 1 U 1 ti J W W U U Of Q Q N O ' 1- C� z W Wo W 0- Z � � J U) W W 0� 5 = W 0� F- Q z Q U O W W �- Q J J i COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION IIF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS O F THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. Q COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R, STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Last Revision Date: O Project Number: Parcel 7C-8 Sheet Title: Lighting Plan Sheet Number: LNL6-30 LNL6-13 LNL6-5,7 LNL6-9,11 LNL6-15 318, #8G, 3/4`C. s », 15 •4G r+44 J 15+ w +44 ., X18 F : ,Y _ LN ±AAL1-15 COFFEE MACHINE DISH 1jY lER 15 J � LNU —5 _ _ � LNL2-25 1 2 3 T 1 Y. A ; 5 z` O 1 15 GFI LNL14 LNL1— 17_.....— LNL1 13 25 ._...BF -1 �` 54 17 __T L-28 W ECU—9 o :Q ___ __LNL6-39, 41 LNL6-22 176D LNL2-27 4 �LNL6-2 w EXISTING OFFICE BUILDING MDF "` ROOM 125 EXISTING FIRE ALARM PANEL EXISTING 208/120V 77 DISTRIBUTION PANEL DP1 NL1 O EXISTING 480V/277V MAIN DISTRIBUTION PANEL MDPINHI EXISTING OFFICE BUILDING ELECTRICAL ROOM LNL3 25 _ � = �� I'sl 4 ¢ +44 ., LNL1 s . LNL6-4 LNL7-21 -R „ LNL6-6�. _ .. s s , ,,,. 1,1 x,15,17,1 GFl , L6-24 2Q L7-1 926 40 s :.� ;.:, .:.`�,. �LNL6-40 40 _ GFl • 6 LNL1 .. � _ 0 i 0+44 LNL7-23 ' � GFI � GFl 4 �r +36 +36` 0 Z" F I FCU -2 p�,., 14" 14 M ...,., /'.. • LNL2-29 _,�, LNL3-29 • - „ , +72 29 +72 27 1.44 18 LNL1-18 ' 6 w I�IL1-17 a LNL3.. 7-6 .. V, FF1 40 28 s s „ .IN w _�. __. ,, _.w„ _ — �,:LNL7 14 AF F 40 © n =} . < LNL1-14 a FCU -6 m M FCti�14 22 11 LNL1-11 TCU -8 LNL7-8 ® D 1.1 ' LNL1 10 _ .- LNLI-16 LNL7-12 -- 11 11 11., LNL1-12- „ O ® - 7 10 LNL1 30 LNL E +� F 30 F LNL6 36 .. -10 ., a..< FCU ., < , 1�3 . FCU 11 IfLN W w „ +297 2w +72r 2�2L6 38 DE28 < f LNL5-25-29 LNL-35LNL6 LNL1-19 LNL1-23 LNL1 LNL4-25 LNL L� .,.. LNL6. 25 +54` Y>,...,..... FCU 13 , �.� ,.� +54M p, NL6_2„. 1 g s 21 LNL6-17 m +72`0 21 LNL, ..,. LNL6-213x� ffl 2 25.LNL1-21 _ - LNL4-27 1 LNL5-2717 LNL1-3LNL1-39 I \II , '77 POWER AND SYSTEMS PLAN � SCALE: 1/8' = 1'-0` 0 4' 8' 16 GENERAL NOTES A. ALL TELE/DATA WIRING SHALL TERMINATE IN EXISTING GARAGE SERVER ROOM. B. ALL SECURITY WIRING SHALL TERMINATE IN EXISTING GARAGE SERVER ROOM. C. ALL FIRE ALARM DEVICES SHALL CONNECT TO SPARE ZONES IN EXISTING FIRE ALARM PANEL IN MDF ROOM 125 IN OFFICE BUILDING. O SHEET KEYNOTES 1 PROVIDE 4" X 4" FLUSH JUNCTION BOX AT +48" WITH 3/4"C. TO DOOR CONTROLLER LOCATION. 2 MOTORIZED ADA DOOR. VERIFY LOCATION WITH MANUFACTURER. 3 JUNCTION BOX AT CEILING WITH 3/4"C. TO EXISTING SERVER ROOM 105 IN GARAGE. 4 2 -PIECE STEEL RACEWAY - WIREMOLD #2400 OR APPROVED EQUAL AT +42". PROVIDE GA DUPLEX RECEPTACLES (2 -PER STATION) SPACED 18" ON CENTER. CONNECT �10) 2) RECEPTACLES PER CIRCUIT. 5 34, #6G. 1 C. TO 48OV. DISTRIBUTION PANEL MDP1 NH1 IN ROOM 126 OF EXISTING AVAILABLE SPACE. LABEL of FICE BUILDING. PROVIDE A 3P-60 AMP BREAKER IN M BREAKER `THEATER SUPPORT ROOM 104 - WATER HEATER". 6 LNL7-25 TO CONTACTOR #1 COIL TO CONTROL CIRCUITS LNL7-1,3,5,7,9. PROVIDE Z 1/8' ENGRAVED LETTERING ON COVER PLATE, "NORTH DRESSING ROOM RECEPTACLES`. 7 LNL7-25 TO CONTACTOR #2 COIL TO CONTROL CIRCUITS LNL7-2,4,6,8,10. PROVIDE O 1/8` ENGRAVED LETTERING ON COVERPLATE, "SOUTH DRESSING ROOM RECEPTACLES'. 8. APPROXIMATE ROOM LOCATION IN EXISTING OFFICE BUILDING. VERIFY EXACT LOCATION. Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: o. q1 I M{ PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L' ACQUIS IN C��, CONSULTING ENGINEERS �W: 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM '011111111111114 SSI p f4/,, x P197W 97 STA`-€ F /377 37 � CE BUILDING--{ 7-C-2 BLACK BOX THEATER 71}2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. — — — — 7-C-11 KEY PLAN PLAN lOtTH COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY DF THE ARCHITECT AND PEDC13R DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC, NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED,PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET —Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By TB BKS Last Revision Date: O O Project Number: Parcel 7C-8 Sheet Title: Power And Systems Plan Sheet Number: E301 Project: U J W W U U Q N M O Q0 Z O� d - W O W a- Z 0� m Ur D J U) W 0� TW y W �2 L.L Q Z Q U O W W I— c� Q J J COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY DF THE ARCHITECT AND PEDC13R DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC, NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED,PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC COPYRIGHT 2006, 2007, 2008, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET —Print Date Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By TB BKS Last Revision Date: O O Project Number: Parcel 7C-8 Sheet Title: Power And Systems Plan Sheet Number: E301 FIXTURE EXIT ADJUSTABLE SUPPORT BRACKET, 2/FIXTURE (ATTACH TO CEILING CHANNELS) LAY -IN CEILING EXIT SIGN MOUNTING DETAIL SCALE: NONE LOCATE ANCHOR TO PROVIDE CLEAR DIMENSION ABOVE CONDUIT. CONDUIT TO TERMINATE IN CAVITY SPACE BETWEEN WALL FRAMING AND DOOR FRAME. DOUBLE STUD FRAMING (TYPICAL EACH SIDE OF DOOR FRAME). 3/4" EMT INSTALLED THROUGH WALL FROM ENCLOSURE ABOVE CEILING TO LOWER CABLE TRAY IN NEAREST CORRIDOR. 8"X6"X4" NEMA -1 STEEL ENCLOSURE WITH PAINTED FINISH AND SCREW HELD COVER; HOFFMAN #A-SE8X6X4, OR EQUAL. INSTALL ENCLOSURE 12" ABOVE ACCESSIBLE CEILING AND SECURE TO WALL FRAMING. 3/4" EMT INSTALLED IN WALL CAVITY FROM ENCLOSURE ABOVE CEILING DOWN TO BOX FOR READER. 1/2" EMT INSTALLED IN WALL CAVITY FROM ENCLOSURE ABOVE CEILING DOWN TO SPACE BETWEEN FRAME ANCHOR AND TOP OF STRIKE BOX. CONDUIT PASSES THROUGH DOUBLE STUDS. PROVIDE BUSHING ARLINGTON INDUSTRIES #EMT SERIES PRESS FIT NONMETALIC BUSHING AT LOWER END. TWO -GANG OUTLET BOX (FACING LOCKED SIDE OF DOOR) FOR CARD READER. STRIKE ENCLOSURE PROVIDED WITH DOOR FRAME. DOOR STRIKE LOCATION. FRAME ANCHOR PROVIDED WITH DOOR FRAME (TYPICAL OF 3 PER SIDE). CARD ACCESS DOOR WIRING DETAIL NOT TO SCALE NEW DOORS: ONE JUNCTION BOX DOOR CONTROLLER 3/4"CONDUIT EACH FOR POWER INTERFACE SIDE BY DIVISION 16 HOME RUN TO O \X� OB SYSTEM OC CONTROLLEROD u it CEILING u u u u u u ONE 3/4" CONDUIT BY DIVISION 16 FOR �I I I ELECTRIC POWER �I TRANSFER, ELECTRIFIED HINGE, ELECTRIC �I LATCHBOLT, OR ELECTRIC STRIKE. SEE DOOR SCHEDULE. FLOOR LINE n n n u u 'I I' ONE 3/4" CONDUIT BY n I li DIVISION 16 FOR ELECTRIC ii POWER TRANSFER, 'I I� ELECTRIFIED HINGE, u u it I� ELECTRIC LATCHBOLT, OR ELECTRIC STRIKE. SEE DOOR SCHEDULE. u u n II CARD ACCESS BOX AND CONDUIT BY DIVISION 26 "ANSI" CONCEALED DOOR POSITION SWITCH AS SCHEDULED BY DIVISION 8 ELECTRICAL ROUGH -IN AT DOOR FRAME SCALE: NONE CABLE TYPE LEGEND (CABLE BY DIVISON 16) OA 18 -GAUGE, 2 -CONDUCTOR OB 18 -GAUGE, 4 -CONDUCTOR O18 -GAUGE, 6 -CONDUCTOR, OVERALL SHIELD O18 -GAUGE, 2 -CONDUCTOR, OVERALL SHIELD (485 CABLE) Imf com Kra N1t1 711 LOCAL a Q THREE-WAY o 0 - SWITCHES I I I I 01 L I L ---J L ---J I �I I I L- -J RED LOCAL SWITCH NEUTRAL i WHT SENSOR BLU CONTROL POWER/ BLK COMMON 24VDC (UNSWITCHED) OCCUPANCY HOT BLK T PACK SWITCHING RED +24VDC SENSOR V;101 PROVIDE ADDITIONAL SENSOR POWER/ SWITCHING PACKS AS REQUIRED FOR ADDITIONAL ROOM LIGHT SWITCHING. PROVIDE OTHER RELAY PACKS AS INDICATED. TYPICAL OCCUPANCY SENSOR WIRING DIAGRAM NOT TO SCALE O 4" OCTAGONAL JUNCTION BOX (AT LEAST 1.5" DEEP). DO NOT INSTALL SENSOR WITHOUT JUNCTION BOX. CEILING DEPLUGGABLE TERMINAL SENSOR (2) MOUNTING SCREWS FRONT COVER ©o TYPICAL OCCUPANCY SENSOR MOUNTING DETAIL NOT TO SCALE NOTES: DO NOT INSTALL POWER PACKS CLOSER THAN 6-12 INCHES FROM SENSOR. DO NOT INSTALL POWER PACKS WITHOUT JUNCTION BOXES. HIGH VOLTAGE WIRING JUNCTION BOX JUNCTION BOX 00 EXTENSION BOX POWER PACK - LOW VOLTAGE WIRING STACKED JUNCTION BOXES JUNCTION BOXES o Q) POWER PACK ` o O HIGH VOLTAGE WIRING O LOW VOLTAGE o WIRING SIDE BY SIDE JUNCTION BOXES TYPICAL OCCUPANCY SENSOR POWER/SWITCHING AND RELAY PACK MOUNTING DETAIL OT TO SCALE CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L' ACQUISVIM CONSULTING ENGINEERS , 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 W W W.LACQUIS.COM K 81 3 #<<� � PIE 19700., I97 � TATE OF .7.". CE BUILDING 7-C-2 BLACK BOX THEATER 7�}2 THEATER 7-C-1 PARKING 1 U GARAGE 1 7-C-3 7-c-4 W U/ U E.C. L.L Q Q 7-c-11 N KEY PLAN W" KTS (& PLAIT ICIM Project: 00 1 U 1 J W W U/ U L.L Q Q N � w 1 O Z Wo W 0- z Cn W W L.L W Q, z Q U OW F- rW V Q J J_ COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAV COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC COPYRIGHT 2006, 2007, 2WB, 2009, 2010 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET Print a e Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By T13 135 Last Revision Date: O O O O O O Project Number: Parcel 7C-8 Sheet Title: Electrical Details Sheet Number: E500 VOLTAGE: 208!'120 ---------- LOAD MOUNTING: SURFACE NEUTRAL: 100% NO AIC: 10,000 LOAD LOAD DESCRIPTION TP LOAD CKT MOUNTING: FLUSH MOUNTING� SURFACE PHASE! 3 INIRE-, 4 PANEL DPLNL2 NEUTRAL'100% PANEL - MAIN: MSO IVIAJN-� MSO 20A 20A NEUTRAL.100% MAIN: MS0 2 4 IG, NO IG: NO SPARE SPARE BUS AMPS, 000 4 BUS AMP& 100 SECTION I of I C AIC' 22, 000 BUS AMPS- 225 LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP LOAD DESCRIPTION SPARE AJC,, 10,000 LOAD DESCRIPTION I 100A A 100A 2 PH SPACE LOAD TP I LOAD DESCRIPTION SPARE 12 14 2GA 4 20A A 20A 2 ��OA 5 0 SPARE a 20A C 3 PANEL LNL2 B 20A 7 100A A 100A a CORR, 106 N, ADA DOOR PANEL LNL5 0.5 5 20A "1 9 20A 6 1 " 0 8 FCU -9 CORR. 106 S, ADA DOOR M 0.5 11 C, A 12 a --1,2- PANEL LNL3 FCU -10 CORR 106 RECEPTACLES 13 1 OOA A I OGA 14 B PANEL LNL7 1,2 M FCU -1 1 CORR. 122,106,112 DOOR ACCESS B 02 16 20A 0 20A 12 12 M 17 0 R is 13 20A PANEL LNL4 20A 14 1 - 2 19 1 00A A 200A 26 ----- - ---- 1.5 PANEL LNL1 20A B 20A 18 21 B FCU -1 4 22 R 0,9 17 20A C 23 C RI 24 ROOM 113 R SPARE 19 20A 25 20A A 200A 25 OFFICE 115 PANEL LNU5 R 0.6 21 27 20A B 20A 22 20 R OFFICE 11 i ROOM 123 R 0A 29 20A C C 30 0,8 R OFFICE 118 ROOM 123 R 31 20A A 20A 32 2DA 26 0�8 R OFFICE 11 i ROOM 123 33 20A B 20A 34 B 20A 28 0.8 R ROOM 110, 111 RECEPT. 35 20A 0 20A 38 20A C 20A 30 0.4 R 37 A 20A 38 31 20A A --- -------- -------- ------ --- -- 20A 32 -- -20A 39 20A B 20A R 0A 33 20A B 20A 34 41 20A _C 20A ROOM 125 R DA PHASE TOTALS 20A A: 0.00 B: 0, 00 PHASE TOTALS C: 0.00 LIGHTS 122 & 125 LOAD TYPE up) F300M 104 - IRON 0A 37 20A Largest 20A 38 Receptakele L LIGHTS 107, 108, 109 & 110 Lighting Receptacle Motor 39 20A Heat Kitchen Other 20A Nonsimultaneous = 0 LIGHTS 11 2,113,114,115,116,117,1118� 119 ROOM 125 R 0.4 Motor 20A 0 20A 1 42 TOTAL SECT10N 1: OX O�O O�o 1 O�o O�o 0'0 0�0 Kitchen Other ALL SECTIONS, C: T60 LOAD TYPE (TP) Lighting Receptacle Motor Largest 1.00 i,(X) -1.00 Heat DEMAND FACTOR: 1�00 Calculation 1�oo Nonsimultaneous = 0 1.26 1 �00 1.00 -,00 CA) DEMAND. 0�0 0.0 E__--aci - _-_ ----- ---- ALL SECTIONS: X. 13.70 0.0 DEMAND KVA. 1.2 0�0` 1 S. 00 TOTAL SECTION 1, 0.0 DEMAND KVA_ 0,0 DEMAND FACTOR- 1.00 8,2 D E` M A ND AMPS* 0 0,0 LES -112 -R -120 -ELN VOLTAGE: 2OW120 ---------- LOAD MOUNTING: SURFACE NEUTRAL: 100% NO AIC: 10,000 LOAD LOAD DESCRIPTION TP LOAD CKT OCP MOUNTING� SURFACE OCP MOUNTING: SURFACE PHASE: 3 WIRE: 4 NEUTRAL- 100% PANEL LNU IVIAJN-� MSO 20A 20A NEUTRAL.100% MAIN: MS0 2 4 IG, NO IG7 NO SPARE SPARE IG, NO 4 BUS AMP& 100 20A _26A C IG: NO BUS AMPS- 225 TP LOAD AIC, 10.000 SPARE SPARE SECTION 1 of I TP LOAD CKT OCP AJC,, 10,000 LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP I LOAD DESCRIPTION SPARE 12 14 2GA 1 20A A 20A 2 ��OA B SPARE SPARE 5 20A C 3 20A B 20A 4 0.2 0 CORR, 106 SECURITY CAME�FA_S CORR, 106 N, ADA DOOR M 0.5 5 20A C 20A 6 1.2 8 FCU -9 CORR. 106 S, ADA DOOR M 0.5 7 20A A 20A a --1,2- -M M, FCU -10 CORR 106 RECEPTACLES R 0.6 9 20A B 2DA 10 1,2 M FCU -1 1 CORR. 122,106,112 DOOR ACCESS 0 02 11 20A 0 20A 12 12 M FCU -6 ROOM 108 RECEPT, R 1,5 13 20A A 20A 14 1 - 2 M FCU -8 ROOM 108 RECEPT, R 1.5 15 20A B 20A 18 1,2 M FCU -1 4 466Mt- 1 07�� 109 RECEPT. R 0,9 17 20A C 20A 18 O's RI CORR� 112 WATER COOLERS ROOM 113 R 0A 19 20A A 20A 20 O�8 R OFFICE 115 ROOMS, 113,114 RECEPT. R 0.6 21 20A B 20A 22 0.8 R OFFICE 11 i ROOM 123 R 0A 23 20A C 20A 24 0,8 R OFFICE 118 ROOM 123 R 0A 25 20A A 2DA 26 0�8 R OFFICE 11 i ROOM 123 R� 0A 27 20A B 20A 28 0.8 R ROOM 110, 111 RECEPT. ROOM 124 R 0A 29 20A C 20A 30 0.4 R CORR, 122 RECEPT. ROOM 124 R 0A 31 20A A --- -------- -------- ------ --- -- 20A 32 -- L LIGHTS 126,128 & 129 ROOM 124 R 0A 33 20A B 20A 34 41 L LIGHTS 123 & 124 ROOM 125 R DA 35 20A C 20A 36 PHASE TOTALS L LIGHTS 122 & 125 ROOM 125 F300M 104 - IRON 0A 37 20A A 20A 38 Receptakele L LIGHTS 107, 108, 109 & 110 ROOM 125 R 0A 39 20A B 20A 40 20A L LIGHTS 11 2,113,114,115,116,117,1118� 119 ROOM 125 R 0.4 41 20A 0 20A 1 42 0�0 LOAD TYPE (17P) Lighting WALL LIGHTS ON 95U" T H WALL PHASE TOTALS A: 7, 60 1 Largest B, 8A0 Heat Kitchen Other DEMAND FACTOR: 1�00 C: T60 LOAD TYPE (TP) Lighting Receptacle Motor Largest 1.00 i,(X) -1.00 Heat 1 �25 Kitchen Other 1.2 Nonsimultaneous = 0 010 1.2 1 0.0 CA) 0.0 0�0 0.0 Motor ALL SECTIONS: X. 13.70 DEMANDAMPS: 3 DEMAND KVA. 1.2 - ---------- -- 1 S. 00 TOTAL SECTION 1, 0.0 14,7 C: 15, 40 DEMAND FACTOR- 1.00 8,2 EXIT LIGHT WITH STENCIL ALUMINUM FACE AND IV RED LETTERS, 90 MINUTE NI -CAD 0,0 LES -112 -R -120 -ELN 0,0 OR APPROVED EQUAL 0.0 0A 120 ALL SECTIONS - 1�2 O�O O'o Motor 070 00 0,0 Heat DEMAND KVA: 1,2 Nonsimultaneous = 0 DEMAND FACTOR: 1.00 Calculation 120 1,00 1,25 Motor 1 m 1 - 00 1 1.00 J TOTAL SECTION 1: DEMAND: 0�0 12.4 PEERLESS 8 , 2 0.0 0,0 _J 1 O�O 0A OR APPROVED EQUAL OR APPROVED EQUAL DEMAND KVA., 21 �O F32T8/RS/ 120 SURFACE DEMAND AMPS: 58 VOLTAGE: 208/120 PANEL LNL3 SECTION I Of I LOAD MOUNTING: SURFACE NEUTRAL: 100% NO AIC: 10,000 LOAD LOAD DESCRIPTION TP LOAD CKT OCP MOUNTING� SURFACE OCP PHASF� 3 flRE' 4 PANEL LNL2 NEUTRAL- 100% NEUTRAL� 100% MAJN: MSO IVIAJN-� MSO 20A 20A A B 20A 20A 2 4 IG, NO IG7 NO SPARE SPARE IG, NO 4 BUS AMP& 100 20A _26A C SECTION 1, of 1 6 a TP LOAD AIC, 10.000 SPARE SPARE LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP LOAD DESCRIPTION SPARE SPARE 20A 1 20A 20A C A 20A 20A 12 14 2GA 3 SPARE SPARE 4 5 ��OA B -_OA 4 5 20A C SPARE SPARE SPARE 5 20A 0 2>OA 6 20A A 20A SPARE SPARE L 7 20A A 20 8 20A 10 SPARE SPARE A 04 R O�4 9 20A B 20A 10 12 -SPARE SPARE SPARE R OA 11 20A C 2110A 12 L LIGHTS ROOM 121 SPARE SPARE 31 13 20A A 20A 14 SPARE S P A R E SPARE SPARE 33 20A B 20A 34 SPARE SPARE SPARE SPARE SPARE 35 :37 17 20A C ZOA 18 SPARE 20A SPARE SPARE 32 1 q 210A A 20A 20 L 23 SPARE SPARE 41 21 20A B 20A 22 25 20A A SPARE 466M 120 GENERAL LTG L 23 20A C 20A 24, LOAD TYPE (TP) Lighting Narysimultaneous = 0 20A SPARE ROOM 120 - RECEPT N. WALL I R 0.4 25 20A A 20A 26 30 TOTAL SECTION 1: 0'0 ''I'll, ALI� Sbbyb!NIS`�' "' " , , '' SPARE ROOM 120 - RECEPT W, WALL R 0,4 27 20A_ B_, 20A A 2S 010 I'll -_-1 0�0 � I I—- SPARE I'll 11-1-1 "I'll - DEMAND FACTOR; 1-00 B 20A C �OA 1 34 1.25 120 1 �00 1.00 31 20A A 20A 32 1,2 ROOM 101 - SEWING MACHINE 0.0 20A 0.0 33 LOA 8 _66A _u o,a 39 DEMAND KVA: 12 39 35 20A C 210A 3e__ 41 2oA b' 41 20A C 37 20A A 20A 38 PHASE TOTALS A: 0. 40 0,9 B: 0. 4o F300M 104 - IRON �19 20A B Fa 1 '410 Receptakele Motor Largest 1.3 Heat 41 20A C �20A_1__,Q 37 20A Motor 1.2 PHASE TO-TALS A� O�40 R 5� 0.40 1.2 0,0 0.0 0�0 C: OA0 0�0 LOAD TYPE (17P) Lighting Receptacle Motor 1 Largest A Heat Kitchen Other DEMAND FACTOR: 1�00 Norm4rn-iltaneotJs = 0 1,00 DEMAND FACTOR: 1.00 Motor 1.00 i,(X) -1.00 1.00 1 �25 1-2 1 TOTAL SEC71ON 1: 0.0 1.2 41 010 1.2 1 0.0 CA) 0.0 0�0 0.0 0.0 ALL SECTIONS: X. 13.70 DEMANDAMPS: 3 DEMAND KVA. 1.2 - ---------- -- 1 S. 00 DEMAND AMPS: 3 C: 15, 40 DEMAND FACTOR- 1.00 CalcUilabon EXIT LIGHT WITH STENCIL ALUMINUM FACE AND IV RED LETTERS, 90 MINUTE NI -CAD 1.00 LES -112 -R -120 -ELN 1.25 OR APPROVED EQUAL 1 �Oo 1,00 1-00 120 DEMAND- 76-,-0- 1�2 O�O O'o Motor 070 00 0,0 Heat DEMAND KVA: 1,2 Nonsimultaneous = 0 OR APPROVED EQUAL 2 DEMAND AMPS: 3 120 SURFACE VOLTAGE� 2081120 PHASE� 3 WIRE, 4 MAft MSO PANEL LNL3 SECTION I Of I LOAD MOUNTING: SURFACE NEUTRAL: 100% NO AIC: 10,000 LOAD LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP LOAD DESCRIPTION NEUTRAL- 100% SPARE SPAR E MAJN: MSO 1 3 20A 20A A B 20A 20A 2 4 IG, NO IG7 NO SPARE SPARE SPAR E '�PARE 4 5 7 20A _26A C -20A 20A 6 a TP LOAD LOAD DESCRIPTION SPARE SPARE SPARE OCP PH 9 20A B 20A 10 SPA , RE �iO_AA SPARE SPARE SPARE 20A 1 13 20A 20A C A 20A 20A 12 14 2GA 3 SPARE SPARE SPARE SPAR E 4 15 17 20A B 20A 16 5 20A C SPARE SPARE SPAR E SPARE 19 20A A 20A 20 20A A 20A SPARE SPARE ROOM 121 GENERAL. LTG. L 21 23 20A 20A B C 20A 20A 222 24 20A 10 SPARE SPARi� ROOM 121 RECEPT. N. WALL ROOM 121 RECEPT, E. WALL A 04 R O�4 25 27 20A 20A A B 20A 20A 26 2 12 -SPARE SPARE SPARE ROOM 121 RECEPT, S. WALL R OA 29 20A C 20A 30 L LIGHTS ROOM 121 SPARE 15 31 P -OA A 20A 3:� SPARE SPARE S P A R E SPARE 213A 33 20A B 20A 34 SPARE SPARE SPARE 20A 19 35 :37 20A 20A C A 20A 20A 36 3a SPARE SPARE 20A 21 20A B 32 20A B 20A 40 ROOM 141 - GENERAL LTG. L 23 20A C 20A 41 20A C 20A 42 R 0.4 25 20A A PHASE TOTALS & SPARE B: 0.40 SPARE ROOM 141 RECEPT, W, WALL C� 0-40 27 LOAD TYPE (TP) Lighting Narysimultaneous = 0 20A Receptacle Motor Largest Motor SPARE H eat Kitchen Other 20A 30 TOTAL SECTION 1: 0'0 ''I'll, ALI� Sbbyb!NIS`�' "' " , , '' 1-1 1�2 I 1 111-11 - 1 11-11-111-- 1 1 1 1 010 -.1 1 11 11 -111 1 O'o "I'll I'll, 20A A 11_.1_______ 010 I'll -_-1 0�0 � I I—- _1111-1- I I'll 11-1-1 "I'll - DEMAND FACTOR; 1-00 B calculation 20A B 1.00 34 1.25 1 1 �00 1.00 1,00 35 20A C DEMAND,, 0,0 36 1,2 ROOM 101 - SEWING MACHINE 0.0 20A 0.0 11 O�o 0.0 0-0 30 o,a 39 DEMAND KVA: 12 39 20A B 20A DEMAND AMPS� 3 A VOLTAGE� 2OW120 TIP LOAD PANEL LNL7 SECTION I of 1 CKT OCP PH OCP CKT LOAD TP. MOUNTING, FLUSH NEUTRAL: 100% IG: NO AIC.- 10,000 LOAD DESCRIPTION MOUNTING. SVRFACE R PHASE� 3 E WIRE, 4 PANEL LNL4 NEUTRAL. 10(f-.% NEUTRAL- 100% MAft MSO MAJN: MSO M! NEUTRAL: 100% MAIN: MSO R OA IG, NO IG7 NO BUS AMPS: 100 BUS AMPS: 100 4 SECTION I af I SECTION 1 of i AIC. 10�001) BUS AMPS: 225 AJC� 10,000 TP LOAD LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP LOAD DESCRIPTION LOAD CKT SPA , RE �iO_AA 1 20A A 20A 2 "1 SPARE ....... . . ... SPARE SPARE 2GA 3 20A B 20A 4 SPARE SPARE SPARE SPARE 20A 5 20A C 20A 6 SPARE SPARE SPARE SPARE 20-A 7 20A A 20A a SPARE SPARE SPARE SPARE L�m 9 20A B 20A 10 SPARE �ii;A_RE SPARE SPARE 20A 11 20A C, 20A 12 -SPARE SPARE SPARE SPARE 20A 13 20A A 20A 14 SPARE SPARE SPARE 15 2CIA 5 20 A B 20A 1 6 SPARE SPARE S P A R E SPARE 213A 17 20A 0 20,A 18 SPARE SPARE SPARE SPARE 20A 19 20A A 20A 20 SPARE SPARE SPARE SPARE 20A 21 20A B 20A 22 SPARE ROOM 142 - GENERAL LTG. SPARE ROOM 141 - GENERAL LTG. L 23 20A C 20A 24 SPARE A667m142, -RECEPT. N. WALL SPAR ROOM 141 - RECEPT, N. WALL R 0.4 25 20A A 20A 26 SPARE ROOM 142 - RECEPT. E_ WALL SPARE ROOM 141 RECEPT, W, WALL R 0.4 27 20A B 20A 28 SPARE ROOM 142 - RECEPT S_ WALL SPARE ROOM 141 RECEPT. S. WALL R 0.4 29 20A 30 I_ LX1HTS ROOM 142 C 31 20A A 31 20A A 20A 32 0.9 25 33 20A B 33 20A B 20A 34 ROOM 105 - RECEPT_ A 35 20A C 35 20A C 20A 36 R ROOM 101 - SEWING MACHINE 37 20A A 37 20A A 20A 38 30 o,a 39 __iFY��EEi__'__'_20_A_40 LIGHTS 103,106 39 20A B 20A 40 A 20A 41 2oA b' 41 20A C 20A 42 PHASE TOTALS 0. 40 B PHASE TOTALS A: 0. 40 0,9 B: 0. 4o F300M 104 - IRON LOAD TYPE (TP) Lighting Receptacle C: CAD Largest LOAD TYPE (TP) Lighting Receptakele Motor Largest 1.3 Heat Kitchen Other SPARE Nonsirnuiltansous = 0 37 20A Motor 1.2 38 0.0 R TOTAL SECTION 1 0-0 1.2 0,0 0.0 0�0 0.0 0�0 O�o 0,0 010 40 ALL SECTIONS., A ROOM 102 - RECEPT BF -1 DEMAND FACTOR: 1�00 Calculation 1,00 DEMAND FACTOR: 1.00 Calculation 1 1.00 i,(X) -1.00 1.00 1 �25 1-2 1 1,00 1,00 1,00 41 DEMAND: 1 0.0 1.2 1 0,0 1 - - 1 1-0. 0 - CA) 0.0 DEMAND KVA: 1.2 0.0 0,0 0,0 X. 13.70 DEMANDAMPS: 3 DEMAND KVA. 1.2 B., 1 S. 00 DEMAND AMPS: 3 VOLTAGE.- 2*081120 TIP LOAD PANEL LNL7 SECTION I of 1 CKT OCP PH OCP CKT LOAD TP. MOUNTING, FLUSH NEUTRAL: 100% IG: NO AIC.- 10,000 LOAD DESCRIPTION MCXJNTING' SURFACE R PHASE, 3 WIRE: 4 PANEL LNL5 NEUTRAL. 10(f-.% PANEL MAft MSO 0�15 M! NEUTRAL: 100% MAIN: MSO R OA IG, NO 20A BUS AMPS: 100 20A 4 SECTION I af I AIC. 10�001) BUS AMPS: 225 LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT LOAD TP LOAD DESCRIPTION LOAD DESCRIPTION SPARE LOAD CKT 1 �iO_AA OCP 20A 2 TP SPARE SPARE M 3 2GA B 20A 4 2 SPARE SPARE ROOM 101 IRON 5 20A C 20A 6 B SPARE SPARE ag 7 20-A A 20A a 5 SPARE SPARE 20A 9 L�m 6 20A 10 R R SPARE �ii;A_RE R R 11 20A C �A R ROOM 104 - WASHER -SPARE SPARE 1.5 13 20A A 20A 14 2,8 SPARE SPARE 15 2CIA B 20A 16 27 SPARE SPARE 20A 17 213A 0 20A 18 20A SPARE SPARE 14 19 20A A 20A 21D 0.6 SPARE SPARE B 21 20A 6 20A 29 ROOM 104 - SEWING MACHINES SPARE ROOM 142 - GENERAL LTG. L 23 211A C 20A 24 20A 20A SPARE A667m142, -RECEPT. N. WALL __R 0-4 25 2GA 20A 20A 26 20 SPARE ROOM 142 - RECEPT. E_ WALL R 0.4 27 20A 6 20-A 28 B SPARE ROOM 142 - RECEPT S_ WALL R 0.4 29 20A C 20A 30 I_ LX1HTS ROOM 142 C 31 20A A 20A 32 ROOM 104 - RECEPT. R 0.9 25 33 20A B 20A 34 Kitchen Ottlot TOTAL SECTION 1: 0,0 ROOM 105 - RECEPT_ A 35 20A C 20A 1% 28 0.8 R ROOM 101 - SEWING MACHINE 37 20A A 20A 38 C 20A 30 o,a 39 __iFY��EEi__'__'_20_A_40 LIGHTS 103,106 L OR APPROVED EQUAL 31 20A A 20A 41 2oA b' 1[ 20A �2_ L PHASE TOTALS 0. 40 B B. Q 40 34 0,9 G: O�40 F300M 104 - IRON LOAD TYPE (TP) Lighting Receptacle Motor Largest 20A Heat Wtchon Other 20A Nonsirnuitaneous = 0 1.3 R ROOM 104 - STEAMER SPARE Motor 37 20A TOTAL SECTION 1: 0.0 1.2 38 0.0 R 0.0 0,0 0.0 0�0 ALL SEC TIONS: B 20A 40 0,6 A ROOM 102 - RECEPT BF -1 DEMAND FACTOR: 1�00 Calculation 1,00 1,25 SAME AS TYPED'EXCEPT WITH BODINE #B50ST EMERGENCY BALLAST 1.00 i,(X) -1.00 GTO-232-A121125-MVOLT DEMAND.1 ao 1-2 1 M 0.0 41 010 I 1- -11- 1 0,0 1 - - 1 1-0. 0 - DEMAND KVA: 1.2 SPARE PHASE TOTALS X. 13.70 DEMANDAMPS: 3 VOLTAGE: 2OW120 TIP LOAD PANEL LNL7 SECTION I of 1 CKT OCP PH OCP CKT LOAD TP. MOUNTING, FLUSH NEUTRAL: 100% IG: NO AIC.- 10,000 LOAD DESCRIPTION DRESS. RM, 132 RECEIPT, CONTACTOR #1 R 0.4 MOUNTING2: SURFACE P HX%'. 3 WIRE: 4 A PANEL LNL6 0�15 M! NEUTRAL: 100% MAIN: MSO R OA 3 20A B 20A 4 0.8 IG: NO BUS AMPS: 225 R 0.4 5 SECTION 1 of I C 20A 5 AIC: 10,000 LOAD DESCRIPTION TP LOAD CKT OCP PH OCP CKT ILOAD A B TP LOAD DESCRIPTION FCU -1 3 M 0.8 1 20A A 20A 2 0,9 R ROOM 101 IRON 1,2 e M k' 0.8 3 R B 20A 4 ag R ROOM 101 IRON CATERING 100 - COFFEE MACHINE 0 31 5 35A C 20A 6 0.6 R ROOM 101 - RECEPT 016 0-4 R R 3.1 7 R R A 20A 8 1�5 R ROOM 104 - WASHER CATERING 100 -GLASS WASHER R 1.5 9 20A B 40A 10 2,8 R ROOM 104 - DRYER R 1.5 11 L C 27 12 2.8 20A 28 CATERING 100 - MICROWAVE R 1,2 13 20A A 20A 14 1,5 R ROOM 104 - WASHER CATERING 100 - RECEPT. R 0.6 15 20A B 40A _2OA_ 20A A B R 3Z 34 ROOM 104 - SEWING MACHINES R 0.4 17 20A C 35 37 18 2.8 20A 20A 36 38 SPARE RECESS 19 20A A 20A 20 1,6 M ROOM 104 - WIG DRYER FCU -1 5 M 1.5 21 20A B 20A 22 1,2 M FCU -12 LITHONLA 23 C 20A 24 16 M EF -1 ROOM 104 - RECEPT. R 0.9 25 20A A C 26 OR APPROVED EQUAL Kitchen Ottlot TOTAL SECTION 1: 0,0 ROOM 105 - RECEPT_ A 0,6 27 20A B 20A 28 0.8 R ROOM 101 - SEWING MACHINE ROOM 104 - CARC, PUMP M 0.5 29 20A C 20A 30 o,a R ROOM 101 - SEWING MACHINE LIGHTS 103,106 L OR APPROVED EQUAL 31 20A A 20A 32 0,9 R ROOM 104 - IRON LIGHTS 104,105 L 33 20A B 20A 34 0,9 A F300M 104 - IRON LIGHTS 100, 101. 102 L 35 20A C 20A 36 1.3 R ROOM 104 - STEAMER SPARE 37 20A A 2QA 38 1�3 R ROOM 104 - STEAMER IM 39 B 20A 40 0,6 A ROOM 102 - RECEPT BF -1 20A SAME AS TYPED'EXCEPT WITH BODINE #B50ST EMERGENCY BALLAST Di GTO-232-A121125-MVOLT OR APPROVED EQUAL OR APPROVED EQUAL M F32T8 IRS�' 41 RECESS 1 C 2111� SPARE PHASE TOTALS X. 13.70 B., 1 S. 00 C: 15, 40 LOAD TYPE M EXIT LIGHT WITH STENCIL ALUMINUM FACE AND IV RED LETTERS, 90 MINUTE NI -CAD E LES -112 -R -120 -ELN OR APPROVED EQUAL OR APPROVED EQUAL Largest LED 120 SURFACE BATTERY Lighting Receptacle Motor Heat F Kitchen Other Nonsimultaneous = 0 OR APPROVED EQUAL 2 F32T8 /RS/ 120 SURFACE Motor 830 TOTAL SECTION 1: 0.0 22.8 PEERLESS 7.2 0.0 0�0 SAME AS TYPE'P EXCEPT WITH BODINE #1350ST EMERGENCY BALLAST IN ONE OF 0�0 3� i ALL SECTIONS: OR APPROVED EQUAL OR APPROVED EQUAL I F32T8/RS/ 120 SURFACE THE FOUR FOOT SECTIONS DEMAND FACTOR: 1.00 Calculation 1.00 850ST 1�25 1,00 1.00 1 1-00 I DEMAND: 0�0 18.4 7.2 0,0 SURFACE 3" 0.0 0,0 3,1 I DEMAND KVA: 2&7 F32T8 IRS/ DEMAND AMPS: 74 VOLTAGE: 2061120 PHASE- 3 WIRE: 4 MAIN. MSO BUS AMPS. 100 LOAD DESCRIPTION TIP LOAD PANEL LNL7 SECTION I of 1 CKT OCP PH OCP CKT LOAD TP. MOUNTING, FLUSH NEUTRAL: 100% IG: NO AIC.- 10,000 LOAD DESCRIPTION DRESS. RM, 132 RECEIPT, CONTACTOR #1 R 0.4 1 20A A 2.OA 2 0�15 M! rCU-1 DRESS. RM. 132 RECEP-17. CONTACTOR #1 R OA 3 20A B 20A 4 0.8 F_ DRESS. RM. 132 RECEIPT. CONTACTOR #1 R 0.4 5 CA C 20A 5 1.2 M FOU -2 DRESS. RM. 132 RECEIPT. CONTACTOR #1 DRESS. RM. 132 RECEPT. CONTACTOR 01 R R 0.4 0,4 7 9 20A 1 20A A B 20A I 20A 8 10 1.2 1�2 M! IM FCU -3 FCU -4 DR ESS. R M. 134 RECEPT. CONTACTOR #2 DRESS. R_M� R OA 11 20A A 20A _�bA 12 'i4' 1,2 e M k' FCU -5 140 RECEPT. DRESS. RMI, 134 RECEPT, CONTACTOR *2 R O�4 15 2QA B 20A 16 0�4 R ROOM 138, 139, 140 R ECEPT. DRESS. RM. 134 RECEPT. CONTACTOR #2 DRESS. RM. t34 RECEPT. CONTACTOfl #2 R RI OA 0.4 17 19 20A 20A C A 20A 20A 18 20 016 0-4 R R ROOM 132 RECEPT. ROOM 1:34 REGEPT, COAR� 128,129 DOOR ACCESS ROOM 140 WATER COOLER R R 0,5 0-5 21 23 20A 20A B C 20A 20A 22 1,0 0�8 R R CORR. 126,128,129 RECEPT. ROOM 140 - VENDING CONTACTOR #1, #2 CONTROL 0 0,1 25 20A A 1 20A 26 R CORR 137,143 RECEPT LIGHTS 131, 132 L OR APPROVED EQUAL 27 20A B 20A 28 LIGHTS 133. 134 L 29 20A 0 20A 190 L LIGHTS 137,1315, 139,143 31 33 _2OA_ 20A A B I 20A 20A 3Z 34 F32T8 /RSi B1 35 37 20A 20A C A 20A 20A 36 38 120 RECESS 39 20A B 20A 40 B50ST 41 20A C 20A 42 LITHONLA PHASE TOTALS A, 5,70 B: 6.30 C', 5.50 LOAD TYPE 0 _P) Lighting Receptacle Nomrmittarpeous = 0 Motor Largest Motor C Heat OR APPROVED EQUAL Kitchen Ottlot TOTAL SECTION 1: 0,0 9.8 120 SURFACE 8.8 00 010 0.0 OA ALL SECTIONS., LITHONIA DEMAND FACTOR: 1.00 CalctAsMon C1 1,00 OR APPROVED EQUAL 1 �25 1 1�00 I SURFACE DEMAND., 0.8 6.8 0.0 1 0.0 1 3.0 0.1 DEMAND KVA� 16.7 DEMAND AMPS: 4a 2 NQJtz5� 1� SEE SPECIFICATION$ FOR BALLAST MANUFACTURERS FOR LINEAR FLUORESCENT AND COMPACT FLUORESCENT LAMPS. 0 FEEDER SCHEDULE 1. (2) 3-C WITH (4) 350KCMIL, #1G IN EACH. 2. (4) #3/0, #6G, 2"C. 3. (4) #3, #8G, 1 1/4-C. 4 PpnvinF A ip-Ann AMP ARFAKFR IN FYIqTIN(,' '.;IFMFNq DISTRIRLITION PANR np1NI 1 (GARAGE) ELECTICAL RISER DIAGRAM SCALE: NOT TO SCALE Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L) ACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 WWW.LACQUIS.COM K-1971[)F�1197 % STATES OF ,1317 CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-1 1 KEY PLAN Project: 00 LIGHTING FIXTURE SCHEDULE ----------- TYPE BASE MANUFACTURER EQUAL MANUFACTURER EQUAL MANUFACTURER No- OF LAMP TYPE VOLTS MOUNTING DESCRIPTION 0 u LAMPS LITHONIA (y) F_ C) (0 z Z x 4'GRID MOUNT WITH O� 125 ACRYLIC PRISMATIC LENS A 2GT8-232-Al 2125-MVOLT-GESIORS OR APPROVED EQUAL OR APPROVED EQUAL 2 F32TB �`RS/ 120 RECESS 830 W 2 LITHONIA Z 1 SAME AS TYPE W EXCEPT WITH BODINE #1350ST EMERGENCY BALLAST Al 2GT8-2W-A12125-MV0LT-GEBIOPS,- OR APPROVED EQUAL OR APPROVED EQUAL 2 F32T8,1RS/ 120 RECESS 830 B50ST COPYRIGHT & OWNERSHIP OF DOCUMENTS S13LE PR13PERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL IWDRMAT113N CONTAINED HEREIN IS COWIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER C COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS DR OTHER RESERVED RIGHTS. ALL INFORMATI12N CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZKAN, AND PEDCOR DESIGN GROUP, LLC. NEI PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTI EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWIS DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND LITHONIA 2 x 4'GRID MOUNT WITH (2) VOLUMETRIC REFRACTING LENS F32T8 IRSi B 2RT8B-232-MVOLT-GEB1 ORS OR APPROVED EQUAL OR APPROVED EQUAL 2 120 RECESS LITHONIA SAME AS TYPE'B'EXCEPT WITH BODINE #650ST EMERGENCY BALLAST F32T8 /RSi B1 2RT8B-232-MVOLT-GEB1 ORS- OR APPROVED EQUAL OR APPROVED EQUAL 2 120 RECESS 8W B50ST LITHONLA 11'x 4'ACRYLIC PRISMATIC WRAP F32T8 IRSi C CB232-MVOLT OR APPROVED EQUAL OR APPROVED EQUAL 2 120 SURFACE 8W LITHONIA SAME AS TYPE`C` EXCEPT WITH BODINE #650ST EMERGENCY BALLAST C1 CB232-MVOLT-B50ST OR APPROVED EQUAL OR APPROVED EQUAL 2 F32T8 fRSi 120 SURFACE 830 LITHONA Vx 4! GRID MOUNT WITH 0, 125 ACRYLIC PRISMATIC LENS F32T8 IRS, D GTO-232-AI2125-MVOLT OR APPROVED EQUAL OR APPROVED EQUAL 2 120 RECESS LITHONIA SAME AS TYPED'EXCEPT WITH BODINE #B50ST EMERGENCY BALLAST Di GTO-232-A121125-MVOLT OR APPROVED EQUAL OR APPROVED EQUAL 2 F32T8 IRS�' 120 RECESS LITHONIA EXIT LIGHT WITH STENCIL ALUMINUM FACE AND IV RED LETTERS, 90 MINUTE NI -CAD E LES -112 -R -120 -ELN OR APPROVED EQUAL OR APPROVED EQUAL - LED 120 SURFACE BATTERY PEERLESS Vx 4! (2 EACH (1) 8 FOOT SECTION) WITH ALUMINUM HOUSING WITH LOUVERS F QS1 -P-6FT232T8-ET8-120-NA OR APPROVED EQUAL OR APPROVED EQUAL 2 F32T8 /RS/ 120 SURFACE 830 PEERLESS SAME AS TYPE'P EXCEPT WITH BODINE #1350ST EMERGENCY BALLAST IN ONE OF F1 QS1 -P-8FT-232TO-ETS-1 20 -NA- OR APPROVED EQUAL OR APPROVED EQUAL 2 F32T8/RS/ 120 SURFACE THE FOUR FOOT SECTIONS 1930 850ST ALKCO SURFACE 3" 4! ADJUSTABLE MIRROR LIGHT WITH ALUMINUM HOUSING AND ACRYLIC DIFFUSE F32T8 IRS/ G TAB1 32-RSW-BA-1 20 OR APPROVED EQUAL OR APPROVED EQUAL 1 120 ABOVE aw MIRROR ALKC0 SURFACE3" 2 ADJUSTABLE MIRROR LIGHT WITH ALUMINUM HOUSING AND ACRYLIC DIFFUSER H TAB1 17-RSW-BA-1 20 OR APPROVED EQUAL OR APPROVED EQUAL 1 F 1 7T8 /RS/ 120 ABOVE MIRROR LITHONLA So APERTURE DOWN LIGHT WITH CLEAR ALZAK REFLECTOR J AF1/32TRT4"-MVGLT OR APPROVED EQUAL OR APPROVED EQUAL 1 32 WATT 120 RECESS TRT LITHONLA SAME AS TYPE 'SEXCEPT WITH BODINE B75C EMERGENCY BALLAST J1 AF1132TRT-8AR-MVOLT-675C OR APPROVED EQUAL OR APPROVED EQUAL 1 32 WATT 120 RECESS TRT LITHONIA W APERTURE DOWN LIGHT WITH VERTICAL LAMP. K AMR OR APPROVED EQUAL OR APPROVED EQUAL 1 100 W A-19 120 RECESS LITELAB ALUMINUM CHANNEL WfTHMEDIUM BASE SOCKETS T OC. RATED FOR 100 WATTS, L LTX -1 4 -13 -WG -AL OR APPROVED EQUAL OR APPROVED EQUAL 21 40 W G-25 120 SURFACE WIRE GUARDS ON EACH LAMP, BRUSHED ALUMINUM CHANNEL FINISH LITHONLA fr APERTURE SHOWER LIGHT WITH PRIMATIC GLASS LENS, UL LISTED WET M L1 F8-2/1 3DTT/F8L4 OR APPROVED EQUAL OR APPROVED EQUAL 2 13 WATT 120 RECESS LOCATION DT1830 FAIL-SAFE 15' DIA, DIE-CAST ALUMINUM HOUSING WITH 0.250 PRISMATIC GLASS LENS AND N HV-MARQYWW-Bl 5-G-1142CT-DT- OR APPROVED EQUAL OR APPROVED EQUAL I 42 WATT 120 WALL "MARQUEE* STYLE GRAPHICS MOUNTED VERTICALLY. 90 MINUTE EMERGENCY BKCSTG TRT1830 BATTERY PACK VERIFY MOUNTING HEIGHT WITH ARCHITECHTA LITHONIA 0' DIA. EMERGENCY LIGHT (NORMALLY OFF) WITH 90 MINUTE LEAD CALCIUM P ELRG-120 OR APPROVED EQUAL OR APPROVED EQUAL 1 a WATT 120 RECESS BATTERY HALOGEN LITHONIA 8� APERTURE DOWN LIGHT WITH CLEAR ALZAK REFLECTOR. 0 AF1/26TRT-aAR-MV0LT OR APPROVED EQUAL. OR APPROVED EQUAL 1 28 WATT 120 RECESS TRT LITHONIA SAME AS TYPEQ` EXCEPT WITH BODINE B463 EMERGENCY BALLAST 01 AF1126TRT-W-MVOLT-B483 OR APPROVED EQUAL OR APPROVED EQUAL 1 28 WATT 120 RECESS TRT LITHONIA 32 WATT ICAST ALUMINUM BACK PLATE WITH POLYCARBONATE HOUSING AND PRISMATIC R TWS-32TRT-120 OR APPROVED EQUAL ORAPPROVED EQUAL 1 120 WALL ILENS. TRT LITHONIA 2 X 4'SEALED AND GASKETED LAY -IN WITH INVERTED. 125 ACRYLIC PRISMATIC S 2SRTG-332-FW-A12125V-MVOLT- OR APPROVED EQUAL OR APPROVED EQUAL 3 1`32T8 /PS/ 120 RECESS LENS. SUITABLE FOR 100 PSI HOSEDOWN. GEB10PS LITHONIA AS TYPE'S EXCEPTWITH BODINE B50ST EMERGENCY BALLAST S1 2SRTG-332-FW-AI2125V-MVOLT- OR APPROVED EQUAL. OR APPROVED EQUAL 3 F32T8 118S/ 120 RECESS ISAME jGEB10RS-B50ST T I LF8N1 126TRT-T73-MVOLT-B463 08 APPROVED EQUAL OR APPROVED EQUAL 1 26 WATT 120 RECESS B403 EMERGENCY BALLAST REMOTELY MOUNTED. TRT LTHONIA WALL LIGHT WITH DIE-CAST ALUMINUM HOUSING, TEMPERED GLASS LENS, BODINE U TWFI -28DTT-MVOLT-B403- 08 APPROVED EQUAL OR APPROVED EQUAL I 26 WATT 120 SURFACE 8483 EMERGENCY BALLAST REMOTELY MOUNTED. DTT iTWF1 BBW-DBLB - - - __ ___1 " - I I I I I NQJtz5� 1� SEE SPECIFICATION$ FOR BALLAST MANUFACTURERS FOR LINEAR FLUORESCENT AND COMPACT FLUORESCENT LAMPS. 0 FEEDER SCHEDULE 1. (2) 3-C WITH (4) 350KCMIL, #1G IN EACH. 2. (4) #3/0, #6G, 2"C. 3. (4) #3, #8G, 1 1/4-C. 4 PpnvinF A ip-Ann AMP ARFAKFR IN FYIqTIN(,' '.;IFMFNq DISTRIRLITION PANR np1NI 1 (GARAGE) ELECTICAL RISER DIAGRAM SCALE: NOT TO SCALE Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: PEDCOR DESIGN GROUP Architecture Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L) ACQUIS CONSULTING ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 WWW.LACQUIS.COM K-1971[)F�1197 % STATES OF ,1317 CE BUILDING 7-C-2 BLACK BOX THEATER 7-C-2 THEATER 7-C-1 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-1 1 KEY PLAN Project: 00 W W 0 u w (y) F_ C) (0 z Wo W a - W W 2 W Z 0 0 W Z: W F - COPYRIGHT & OWNERSHIP OF DOCUMENTS S13LE PR13PERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL IWDRMAT113N CONTAINED HEREIN IS COWIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER C COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS DR OTHER RESERVED RIGHTS. ALL INFORMATI12N CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZKAN, AND PEDCOR DESIGN GROUP, LLC. NEI PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTI EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWIS DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC, 0 COPYRIGHT 2006, 2007, 20D8, 2009, 2010 JAMES R. STUTZMAR, AIA, INDIANAPOLIS. Print Uate Sheet Issue Date 01-05-11 01-05-11 Drawn By Checked By Last Revision Date: 0 0 0 0 0 0 Project Number: Parcel 7C-8 Sheet Title: Electrical Riser Diagram And Panel Schedules Sheet Number: E600