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Addendum #1 (Drawings)
UPARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TODRAWING A1.0 FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA.ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALFLENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANYPIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B.WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DOSO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTEDOTHERWISE.C.THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGSDATUM.D.ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OFDECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TOBE FILLED WITH FIRE STOPPING AT RATED WALLS PERPROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATEDWALLS, TO ALLOW FOR DEFLECTION.E.FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTIONMOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.4.F.ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OFCMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METALSTUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION:EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G.HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BELOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTEDOTHERWISE.H.ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERSARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS,BULKHEADS, WINDOW AND DOOR HEADS.I.SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONSAND DETAIL REFERENCES.J.REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANSFOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS.K.PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUDWALLS FOR WALL MOUNTED ITEMS.L.REFER TO MASTER/CODE PLANS FOR CODE INFORMATION,FIRE RATED WALLS, AND NON-RATED WALLS EXTENDING TOTHE DECK ABOVE.M.PROVIDE BATT INSULATION CONTINUOUS AT INTERSECTION OFEXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW##XA3.14A3.1A3.12A3.113124125123121130129127 126131132141140133139128119142109107106105104108114110117116120101102112103111118113115122107A105A104A114A113B113A111A110A118A120A128A118BW5W5W6W6W1W1W6W6W6W6W5W5W5W5W3aW3aW3aW6W6W6W6W6W3W3W7W8W10W10W10W10W103'-1"EXIST M.O.3'-4" ± 5'-4"EXIST M.O.6'-0" ± 2'-8"3'-4"EXIST M.O.6'-0" ± 20'-0"EXIST M.O.3'-4" 2'-8"EXIST M.O.3'-4"3'-4"EXIST M.O.6'-0" ±11'-4"6'-0"W1aW1aW1aW1aA1.410W1W2W2W2W2W6W6W5A1.311A5.11A5.22A5.2108B1A5.2135 134136137138134A135A138AW8W85'-11" 8'-0" 5'-10"FACE OF EXISTING12'-9"36'-7"19'-1 7/8"6'-5"4'-4"9'-7 5/8"EQUAL88'-10 1/2"EQUAL137B19'-9"FACE OF STEEL GIRTFACE OF EXISTINGFACE OF STEEL GIRTFACE OF EXISTINGFACE OF STEEL GIRT9'-8" 8'-8"W112A5.1136A137A3A5.1138B3A5.1SIM2A5.2SIM115A116AS1100W3W3EXIST M.O.3'-4" 2'-8"EXIST M.O.3'-4" 2'-8"SF1SF4SF3100B100AW11W111A5.1W11W11W11W11W11W11108A2A5.2SIMA1.32W1W1W6W6A1.33W1111111'-0"8"2'-0"5'-8" 13'-4"1'-4"2'-8"12'-8 3/4" 4'-8" 13'-3 1/4"1'-5"6'-3"15'-10" 14'-11 1/2"17'-11"1'-2"5'-0" 5'-5"4'-10"10'-9 3/4"4'-8" 17'-6" 11'-2 3/4"6'-1" 10'-9 3/4"10"9"1'-0"6'-0"9'-7" 7'-8"2'-4"6'-7"2'-8" 3'-8"3'-0"1'-4"7'-8 1/2" 8'-5" 12'-2 1/8" 2'-1 7/8" 4'-10 1/2" 12'-1 1/4"W101'-4"2'-4" 3'-6" 4'-10"6'-4"A1.344'-0" 3'-0"233100'-0" ± (EXISTING)FACE OF EXISTING MASONRYFACE OF EXISTING MASONRY44'-8 1/8" ± (EXISTING)8'-8" ± (EXISTING)46'-7 7/8" ± (EXISTING)4556389991010101010108'-0" ± (EXIST)3W1W1aW1aW1a1W1SF2R 22'-0 3/4"R 4'-0 " 4'-1" 6'-3" 3'-7"11111213133A2'-0"106A3'-0" 2'-0"1433'-0"1'-0"W3W311414151116161117171171171DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 12:56:46 PMFIRST FLOOR ARCHITECTURAL PLANKETAM01/04/2017A1.1216060.00SCALE: 1/8" = 1'-0"FIRST FLOOR - ARCHITECTURAL PLANROOM LEGEND - FIRST FLOORROOMNO.ROOM NAMEAREA(SF)100 VESTIBULE 69 SF101 ENTRY/WAITING 282 SF102 CORRIDOR 38 SF103 CORRIDOR 184 SF104 ADMIN. ASSISTANT 175 SF105 TRANSPORTATIONSUPERVISOR179 SF106 F&T DIRECTOR 230 SF107 F&T SECRETARY 179 SF108 CONFERENCE ROOM 208 SF109 FLUID STORAGE 232 SF110 LANDSCAPE OFFICE 135 SF111 STORAGE 82 SF112 CORRIDOR 102 SF113 AIR LOCK 40 SF114 PLAN ROOM 123 SF115 SECRETARY 135 SF116 RECEPTION 129 SF117 TRANSPORTATION/ROUTE 111 SF118 VESTIBULE 46 SF119 WORKROOM 118 SF120 STORAGE 60 SF121 LOUNGE 452 SF122 VESTIBULE 43 SF123 CORRIDOR 153 SF124 MEN'S RESTROOM 186 SF125 WOMEN'S RESTROOM 151 SF126 WOMEN 42 SF127 MEN 42 SF128 RESTROOM 69 SF129 MECH LOUNGE 132 SF130 HEAD MECHANIC 155 SF131 MAINTENANCE BAY 1083 SF132 MAINTENANCE BAY 1064 SF133 MAINTENANCE BAY 1254 SF134 BUS CLEAN 71 SF135 D.E.F. 74 SF136 TOOL/PARTS STORAGE 408 SF137 TOOL/PARTS STORAGE 656 SF138 GROUNDS STORAGE 219 SF139 WASH BAY 1253 SF140 MAINTENANCE BAY 1064 SF141 MAINTENANCE BAY 1089 SF142 ALCOVE 54 SF143 ALCOVE 114 SFWILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.1 DASHED LINE INDICATES BULKHEAD ABOVE. REFERTO REFLECTED CEILING PLAN2 ALIGN FINISHED FACE OF NEW CONSTRUCTIONWITH FINISHED FACE OF EXISTING CONSTRUCTION3 INFILL EXISTING MASONRY OPENING WITH NEWCMU / SFCMU TO MATCH EXISTING. TOOTH IN NEWMASONRY TO MATCH BOND OF EXISTING WALL.4 PROVIDE NEW CMU TO EXTENTS OF NEW OPENINGBEARING ON NEW MASONRY INFILL5 PROTECT EXISTING GWB CONSTRUCTION DURINGDEMOLITION. PATCH AND REPAIR SURFACE TOACCEPT NEW CONSTRUCTION AND FINSIHES6 EXISTING STOREFRONT SYSTEMTO BEREINSTALLED IN ORIGINAL LOCATION AFTERCOMPLETION OF NEW CONSTRUCTION. PATCH ANDREPAIR EXISITNG WALLS AND BULKHEADTOREMAIN, TO MATCH EXISTING.8 WIRE MESH PARTITION AND LOCKABLE WIRE MESHDOOR, TO 10'-0" A.F.F.9 NEW METAL CLOSURE TRIM TO EXTENTS OF NEWOPENING CLOSING GAP BETWEEN METAL BUILDINGAND NEW WALL CONSTRUCTION. REFER TO 12-A1.310 ALIGN UPPER WALL CONSTRUCTION (GWB FACE) TOTHIS SIDE OF CMU WALL CONSTRUCTION11 ROUTE FACE OF EXISTING SFCMU TO ACCEPT NEWSTOREFRONT SYSTEM, REFER TO 13-A1.312 TOP OF NEW OPENING AT 8'-0" A.F.F.13 LOW WALL [3 5/8" METAL STUDS @ 16" O.C. WITH 5/8"GWB (BOTH SIDES)] BELOW COUNTERTOP. REFERTO 12-A7.314 PROVIDE NEW DOUBLE ANGLE LINTEL: (2)L3 1/2 x 31/2 x 1/4. REFER TO 14-A1.3.15 RELOCATE EXISTING KNOX BOX, ANCHOR SIM. TOEXST, FINAL LOCATION BY OWNER16 RE-USE EXISTING LINTEL TO REMAIN.17 PROVIDE NEW CMU LINTEL (TYPE "A"), REFER TOSTRUCTURAL DRAWINGS.REV DESCRIPTION DATE1ADDENDUM #11/30/171 NEW 5/8" GWB ON EXISTING3 5/8" METAL STUDSNEW 5/8" GWB ON EXISTING3 5/8" METAL STUDSNEW 5/8" GWB ON NEW3 5/8" METAL STUDSNEW 5/8" GWB ON NEW3 5/8" METAL STUDS5/8" 3 5/8" 3 5/8" 7 5/8"EXISTING CMU WALLCONSTRUCTIONEXISTING STEEL COLUMNEXISTING 3 5/8" METAL STUDSNEW 2.5" SPRAY POLYURETHANEFOAM INSULATION6 3/8"EQEQ1'-5"1B./ CEILING9'-6" A.F.F.B./ CEILING9'-6" A.F.F.B./ GWB8'-6" A.F.F.FINISH CEILING - REFER TOREFLECTED CEILING PLANFINISH CEILING - REFER TOREFLECTED CEILING PLAN4" MIN.4" MIN.ANCHOR VERTICALS @STRUCTURE ABOVEFACE OF BULKHEAD TO ALIGNWITH FACE OF WALL (BEYOND)REFER TO RCP FOR EXTENTSVARIESFACE OF BULKHEAD TO ALIGNWITH FACE OF WALL (BEYOND)PROVIDE STEEL BRACING ASNECESSARY @ 4'-0" O.C. MAX.4" MIN.B./ CEILING9'-6" A.F.F.B./ CEILING9'-6" A.F.F.B./ GWB8'-6" A.F.F.5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.FINISH CEILING -REFER TO REFLECTEDCEILING PLANFINISH CEILING -REFER TO REFLECTEDCEILING PLANANCHOR VERTICALS @STRUCTURE ABOVE (UNO) TYP.FACE OF BULKHEAD TOALIGN WITH FACE OFWALL (BEYOND)SLIDING GLASS DOOR SYSTEMMOTORIZED ROLLER SHADE5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C. WITH SOUNDATTENUATION FULL HEIGHTPROVIDE BLOCKING FORROLLER SHADE MOUNT2'-0"1B./ CEILING8'-0" A.F.F.B./ CEILING8'-0" A.F.F.CEILING GRID AND EDGE OFI.F.S. TO ALIGN W/ FACE OFWALL BEYOND (UNO)FINISH CEILING - REFER TOREFLECTED CEILING PLANANCHOR VERTICALS@ STRUCTURE ABOVEINTERIOR FINISH SYSTEM (I.F.S.)ON 5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.4" MIN.4" MIN.B./ CEILING9'-6" A.F.F.B./ CEILING11'-0" A.F.F.B./ GWB9'-4" A.F.F.ANCHOR VERTICALS @STRUCTURE ABOVE (UNO) TYPFINISH CEILING - REFER TOREFLECTED CEILING PLANFINISH CEILING - REFER TOREFLECTED CEILING PLAN5/8" GWB ON 6" METAL STUDS @16" O.C. (CURVED BULKHEAD)B./ CEILING11'-0" A.F.F.B./ CEILING9'-6" A.F.F.FINISH CEILING - REFER TOREFLECTED CEILING PLANFINISH CEILING - REFER TOREFLECTED CEILING PLANANCHOR VERTICALS @STRUCTURE ABOVE (UNO) TYP5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.4" MIN.4" MIN.B./ GWB9'-4" A.F.F.REFER TO FLOORPLAN FOR WALL TYPEEQ EQ1'-2"7"VARIES5/8" GWB ON 3 5/8"METAL STUDS @ 16" O.C.EXISTING STEEL COLUMN5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.ALUMINUM STOREFRONT SYSTEMINSULATED SPANDREL PANEL5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C. WITH SOUNDATTENUATION FULL HEIGHTSEALANT (CONT)1"1W1W1W1W1W3a2'-8"2'-8"EXISTING STEEL COLUMNR 22'-0 3/4"B./ CEILING9'-6" A.F.F.B./ CEILING9'-6" A.F.F.B./ GWB8'-6" A.F.F.5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.FINISH CEILING -REFER TO REFLECTEDCEILING PLANFINISH CEILING -REFER TO REFLECTEDCEILING PLANANCHOR VERTICALS @STRUCTURE ABOVE (UNO) TYP.SLIDING GLASS DOOR SYSTEM5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C. WITH SOUNDATTENUATION FULL HEIGHT4" MIN.4" MIN.4" MIN.B./ GWB9'-4" A.F.F.B./ CEILINGVARIES - SEE RCPB./ CMU LINTEL9'-4" A.F.F.8" CMU (EXISTING)8" CMU LINTEL (EXISTING)ALUMINUM STOREFRONT SYSTEM5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C.ANCHOR VERTICALS @STRUCTURE ABOVE (UNO)REFER TO RCPSHIM SPACE - PACK VOID W/INSULATION (WHERE APPLICABLE)CONTINUOUS SEALANT - ALL SIDES6"V.I.F.14" +/-2"ALIGN CLOSURE TRIM WITH FACEOF CMU BACKUPDOOR FRAME, WHEREAPPLICABLEEXISTING METAL WALLPANEL SYSTEM16ga METAL CLOSURETRIM, FULL HEIGHT ATJAMBS AND HEAD OF ALLOPENINGS, WHERENOTED. ANCHOR INTOEXISTING / NEWCONSTRUCTION TOPROVIDE A PERMANENTCONNECTIONROUTE FACE OF EXISTING SPLITFACE CMU, TOWIDTH OF NEW STOREFRONT SYSTEM, TOPROVIDE PLUMB, EVEN FACE TO PROPERLYMOUNT STOREFRONT SYSTEM.SEAL BOTH SIDES OF STOREFRONT WITHPAINTABLE / STAINABLE SEALANT, FULL HEIGHTENTRY STOREFRONT SYSTEMEXISTING SPLITFACE CMU, TO REMAIN, STAINLHS12LHS10LHS8LHS6LS12LS10LS8LS6LS4(2)-L 1 3/4 x 1 3/4 x 1/4MAXIMUM CLEAR SPAN: 3'-4"(2)-L 2 1/2 x 2 1/2 x 1/4MAXIMUM CLEAR SPAN: 4'-0"(2)-L 3 1/2 x 3 1/2 x 1/4MAXIMUM CLEAR SPAN: 4'-4"(2)-L 4 x 4 x 1/4MAXIMUM CLEAR SPAN: 4'-8"(2)-L 5 x 3 1/2 x 5/16 (LLH)MAXIMUM CLEAR SPAN: 5'-0"(2)-L 5 x 3 1/2 x 3/8 (LLV)MAXIMUM CLEAR SPAN: 6'-4"(2)-L 6 x 4 x 3/8 (LLV)MAXIMUM CLEAR SPAN: 7'-4"(2)-L 5 x 5 x 3/8MAXIMUM CLEAR SPAN: 8'-4"8" BEARING EACH END8" BEARING EACH ENDNOTES:(2)-L 3 1/2 x 2 1/2 x 1/4 (LLV)MAXIMUM CLEAR SPAN: 6'-8"2-16TYPDOUBLEANGLE1. LINTELS SHALL BEAR ON SOLID MASONRY OR ON TWO COURSES FULLYGROUTED, UNLESS OTHERWISE NOTED.2. FURNISH AND INSTALL ALL LOOSE LINTELS REQUIRED FOR ALL OPENINGS INMASONRY, INCLUDING MECHANICAL AND ELECTRICAL WORK, WHETHERSPECIFICALLY NOTED ON DRAWINGS OR NOT.3. MAXIMUM SPANS DO NOT APPLY TO LOAD BEARING WALLS.MAXIMUM CLEAR SPAN: 12'-0"L 8 x 4 x 1/2 (LLV)LHBLHSLBRL 4 x 3 1/2 x 5/16 (LLV)MAXIMUM CLEAR SPAN: 5'-0"L 7 x 4 x 3/8 (LLV)MAXIMUM CLEAR SPAN: 8'-0"LBRLHSLHB1DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.www.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 11:30:23 AMDETAILSKETAM01/04/2017A1.3216060.00SCALE: 1" = 1'-0"1TYPICAL COLUMN WRAPSCALE: 1" = 1'-0"8BULKHEADSCALE: 1" = 1'-0"9BULKHEADSCALE: 1" = 1'-0"5BULKHEADSCALE: 1" = 1'-0"6BULKHEADSCALE: 1" = 1'-0"7BULKHEADWILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.SCALE: 1" = 1'-0"2TYPICAL COLUMN WRAPSCALE: 1" = 1'-0"3PLAN DETAILSCALE: 1" = 1'-0"4PLAN DETAILSCALE: 1" = 1'-0"10BULKHEADSCALE: 1" = 1'-0"11BULKHEADSCALE: 1 1/2" = 1'-0"12METAL CLOSURE TRIMSCALE: 1 1/2" = 1'-0"13SPLITFACE CMU TO SF DETAILREV DESCRIPTION DATE1ADDENDUM #11/30/17N.T.S.STEEL LINTEL SCHEDULE14 ROOF PLAN NOTES*MECHANICAL, ELECTRICAL AND PLUMBINGINFORMATION SHOWN ON THIS PLAN ISGENERAL IN NATURE. REFER TO P, M AND EDRAWINGS FOR FURTHER INFORMATIONAND COORDINATE ALL REQUIRED ROOFOPENINGS OR ROOF MOUNTED EQUIPMENT.ROOF PLAN GENERAL NOTESA.ALL DETAILS SHOWN ARE FOR GENERAL INFORMATION.ALL FINAL FLASHING CONDITIONS SHALL BE THERESPONSIBILITY OF THE ROOF INSTALLER, AND SHALLMEET APPROVAL OF ROOF MANUFACTURER.B.ALL DETAIL MODIFICATIONS MUST HAVE SHOP DRAWINGSAPPROVAL. CONTRACTOR SHALL INSPECT AND VERIFYALL EXISTING FIELD CONDITIONS, CLEARANCES, ANDDIMENSIONS BEFORE STARTING CONSTRUCTION.COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCEOF EXISTING CONDITIONS. SHOULD DIFFERENTCONDITIONS BE ENCOUNTERED, CONTACT ARCHITECTBEFORE PROCEEDING WITH ANY FURTHER WORK.C.OPENINGS IN ROOF WILL BE CUT BY ROOF CONTRACTOR.MECHANICAL CONTRACTOR TO COORDINATE LOCATION OFOPENING IN ROOF WITH ROOF CONTRACTOR. CURB TO BEPROVIDED BY MECHANICAL CONTRACTOR AND INSTALLEDBY ROOF CONTRACTOR.D.PROVIDE FLASHING AND SADDLES FOR ALL EQUIPMENTPROVIDED UNDER MECHANICAL.E.SADDLES AND TAPERED INSULATION SYMBOLS INDICATEDESIGN INTENT TO SLOPE TO DRAIN. CONTRACTOR SHALLPROVIDE SUBMITTAL DRAWIINGS FOR TAPEREDINSULATION AND SADDLES TO INSURE POSITIVE SLOPE.F.THE ROOF CONTRACTOR SHALL PROTECT ALL ROOFDRAINS, SCUPPERS, AND DOWNSPOUTS FROM DEBRISCREATED DURING DEMOLITION AND CONSTRUCTION. THEROOF CONTRACTOR SHALL INSPECT AND CLEAR ALLDRAINS, SCUPPERS, AND DOWNSPOUTS PRIOR TOCOMPLETION OF WORK AND TO ENSURE THAT THEY AREFREE OF DEBRIS AND ARE FUNCTIONING PROPERLY.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.ROOF PLAN SYMBOL LEGENDVS1INDICATES VENT STACK - REFER TODETAILS 3-A2.2.INDICATES NEW METAL DOWNSPOUT TOMATCH EXISTINGINDICATES EXISTING METAL DOWNSPOUTTO REMAIN (UNO)INDICATES ROOF SLOPEINDICATES WALL LINE BELOW - REFER TOARCHITECTURAL FLOOR PLANS.XSLOPE1/12DSXDSRIDGERIDGE1" / 12"1" / 12"1" / 12"1" / 12"(MATCH EXISTING)(MATCH EXISTING)NEW CONSTRUCTIONEXISTING CONSTRUCTIONSLOPESLOPESLOPEDSDS1122222334466VS11A5.11A5.22A5.22A5.13A5.173A5.1SIM1A5.2212" / 12"12" / 12"7752A5.2SIM2A5.2SIMVS1VS155XDSXDSXDSXDSXDSXDSXDSXDSXDS7A2.27'-0" +/-VERIFY IN FIELD WITH INTERIOR CEILING LOCATION12'-0"12'-0"1DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 10:15:28 AMROOF PLANKETAM01/04/2017A2.1216060.00SCALE: 1/8" = 1'-0"ROOF PLAN1 NEW STANDING SEAM METAL ROOFING SYSTEM(BY METAL BUILDING CONTRACTOR. (MATCHEXISTING)2 EXISTING STANDING SEAM METAL ROOFINGSYSTEM ON SLOPING METAL ROOF DECK TOREMAIN (UNO).3 NEW FORMED METAL GUTTER TO MATCHEXISTING (6x9 F.V.).4 NEW METAL DOWNSPOUT TO MATCH EXISTING(4x4 F.V.).5 VENT STACK - TYPICAL DETAIL 3-A2.26 PROVIDE METAL CLOSURE TRIM (FULL HEIGHT)WITH CONCEALED FASTENERS AND SLOTTEDANCHORS. PROVIDE SEALANT (CONT.) AT OPENJOINTS. INSULATE VOIDS BETWEEN NEW ANDEXISTING CONSTRUCTION (TYPICAL).7 21" DIA. TUBULAR SKYLIGHT - REFER TOREFLECTED CEILING PLANWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.1REV DESCRIPTION DATE1ADDENDUM #11/30/17 1 1/2"±T./ ROOF PURLINS (EXIST)REFER TO WALL SECTIONST./ ROOF PURLINS (NEW)REFER TO WALL SECTIONSEXISTING STANDING SEAMMETAL ROOFING SYSTEMEXISTING METAL SIDING WALLPANELS ON 8" "Z" GIRTFRAMING TO REMAIN (UNO)NEW METAL GABLE TRIM (MATCH EXISTING)METAL FLASHING WITH SLIP JOINT TO ACCOMMODATEEXPANSION. EXTEND BEHIND NEW GABLE TRIM ANDANCHOR TO EXISTING W/ SLOTTED ANCHORS.EXTEND OVER NEW METAL ROOFING PANELS ANDANCHOR/SEAL WATERTIGHT.NEW STANDING SEAM METAL ROOFING SYSTEMNEW ROOF FRAMING AND ROOF PURLINS(BY METAL BUILDING CONTR.)NEW DRAPE INSULATION W/ VAPOR BARRIERPACK VOID W/ COMPRESSIBLE INSULATION.PROVIDE FLEXIBLE VAPOR RETARDER TOSERVE AS INSULATION RETAINER.NOTE:REMOVE EXISTING GABLE TRIM ALONGWITH ALL RELATED ACCESSORIES1STANDING SEAM METALROOFING SYSTEM (SLOPETO MATCH EXISTING)ROOF FRAMING AND ROOFPURLINS (BY METAL BUILDINGCONTR.)FORMED METAL GUTTER (6x9±),MATCH EXISTING. WATERTIGHTEAVE DETAILING BY METALBUILDING CONTR.METAL BUILDING INSULATIONW/ VAPOR BARRIERMETAL SIDING WALL PANELS ON 8" "Z"GIRTS (MATCH EXISTING). SPACINGREQUIREMENTS BY METAL BUILDING CONTR.PLUMBING VENT STACKSEALANTDRAWBANDINSTALL SEALANTBETWEEN PIPE ANDPREFABRICATEDMEMBRANE FLASHINGPREFABRICATEDMEMBRANE FLASHING(8'' MIN. HEIGHT)BASE MEMBRANEATTACHMENT ASREQUIRED FORSPECIFIC SYSTEMSEALANTROOF DECKMEMBRANE SUBSTRATEROOFING SYSTEM - REFER TOROOF PLANSEALANT (CONT.)REFER TO WALL SECTIONS ANDDETAILS FOR SIZE AND ROOFPLAN AND BUILDING ELEVATIONSFOR LOCATIONSMETAL DOWNSPOUTFINISH GRADESEE SITE DRAWINGSFOR CONTINUATIONREFER TO SITE DRAWINGS FOR INFORMATIONREGARDING DOWNSPOUT BOOT LOCATIONS AND CONNECTIONSTO DRAINAGE PIPESREFER TO ARCHITECTURAL DRAWINGS AND SECTIONS FOR DOWNSPOUT SIZESC.I. DOWNSPOUT BOOT. SIZEAS REQ'D TO ACCOMMODATEDOWNSPOUT.REFER TO SPECIFICATIONSMETAL DOWNSPOUT BOOT CAP(BY DOWNSPOUT CONTR.)COLOR TO MATCH DOWNSPOUT(WHERE APPLICABLE)2"2"2"REFER TO MFGRS. SPECIFICATIONSFOR SPACING AND DIMENSIONVERIFICATIONEXPANSION JOINT COVERREFER TO SPECIFICATIONSGUTTERCOVER PLATEGUTTER1"2"FOR LOCATIONSPLAN AND BUILDING ELEVATIONSDETAILS FOR SIZE AND ROOFREFER TO WALL SECTIONS AND1/8" THICK BRACKETANCHOR TO WALLMETAL DOWNSPOUTREFER TO DETAILS FOR SIZE1/8" THICK, 2" WIDE DOWNSPOUTSTRAP. ANCHOR TO BRACKETW/ 1/4" DIA. HEX HEAD BOLTSWALL LINESTOREFRONT SYSTEMEXISTING STEEL CANOPYSTRUCTURE, PAINT EXISTINGEXPOSED STEELEXISTING METAL CANOPY ROOF,PAINTNEW 3.5" SPRAY POLYURETHANEFOAM INSULATION WITH THERMALBARRIER2 1/2" METAL STUD FRAMEWORK,ATTACH TO EXISTING CANOPYSTEEL, AT 1'-0" O.C., FOLLOW SLOPEOF EXISTING ROOF SYSTEMSUSPENDED LINEAR METAL CEILINGSYSTEM, FOLLOW SLOPE OF METALSTUD FRAMEWORK1DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 11:30:25 AMDETAILSKETAM01/04/2017A2.2216060.00SCALE: 1 1/2" = 1'-0"ROOF DETAIL1SCALE: 1 1/2" = 1'-0"ROOF DETAIL2SCALE: 1 1/2" = 1'-0"DETAIL - PLUMBING VENTSTACK (VS)3SCALE: 1 1/2" = 1'-0"CAST IRON (C.I.) DOWNSPOUTBOOT4SCALE: 1 1/2" = 1'-0"DETAIL - DOWNSPOUT/GUTTER6SCALE: 1 1/2" = 1'-0"TYP. DOWNSPOUTATTACHMENT5WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.SCALE: 3/4" = 1'-0"WALL SECTION - ENTRY ROOF7REV DESCRIPTION DATE1ADDENDUM #11/30/17 BUILDING ELEVATION NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)X3A5.1115789991010113T./ EAVE STRUT (NEW)EL. 122'-9 1/2"T./ ROOF PURLINS @ RIDGE(NEW)EL. 126'-6"FINISH FLOOR (NEW)EL. 100'-0"FINISH FLOOR (NEW)EL. 100'-0"42T./ ROOF @ RIDGE (EXIST)EL. 113'-10"±411A5.22A5.21101010141414FINISH FLOOR (NEW)EL. 100'-0"1A5.21414141010104422A5.2SIM1499T./ ROOF PURLINS @ RIDGE(EXIST)EL. 128'-0"±415156789991010101010111414T./ EAVE STRUT (NEW)EL. 122'-9 1/2"T./ ROOF PURLINS @ RIDGE(NEW)EL. 126'-6"FINISH FLOOR (NEW)EL. 100'-0"FINISH FLOOR (NEW)EL. 100'-0"3A5.1SIM2A5.2SIMT./ ROOF PURLINS @ RIDGE(EXIST)EL. 128'-0"±1042T./ ROOF @ RIDGE (EXIST)EL. 113'-10"±2A5.115568899(BEYOND)(BEYOND)1010101111121212121313FINISH FLOOR (NEW)EL. 100'-0"T./ EAVE STRUT (NEW)EL. 122'-9 1/2"T./ ROOF PURLINS @ RIDGE(NEW)EL. 126'-6"T./ ROOF PURLINS @ RIDGE(EXIST)EL. 128'-0"±4DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.www.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 8:24:11 AMBUILDING ELEVATIONSKETAM01/30/2017A3.1216060.00SCALE: 1/8" = 1'-0"BUILDING ELEVATION - NORTH1SCALE: 1/8" = 1'-0"BUILDING ELEVATION - EAST2SCALE: 1/8" = 1'-0"BUILDING ELEVATION - SOUTH3SCALE: 1/8" = 1'-0"BUILDING ELEVATION - WEST41 APPROXIMATE FINISH GRADE - REFER TO SITEDRAWINGS2 ALUMINUM STOREFRONT SYSTEM3 OVERHEAD COILING DOOR4 EXISTING CANOPY STRUCTURE TO REMAIN. PAINTROOF PANELS TOP/BOTTOM AND ALL EXPOSEDSTRUCTURAL STEEL.5 METAL SIDING METAL PANELS6 FRP DOOR7 STANDING SEAM METAL ROOFING SYSTEM8 METAL DOWNSPOUT AND BOOT9 EXISTING METAL WALL PANEL TO REMAIN,PREPARE SURFACE AND REPAINT10 EXISTING SPLITFACE CMU TO REMAIN, STAIN11 FORMED METAL GUTTER12 METAL GABLE TRIM13 METAL FASCIA AND FLASHING14 WINDOW UNIT15 REMOVE EXISTING BUILDING LETTERS, SALVAGE,REINSTALL UPON COMPLETION OFCONSTRUCTIONWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.11REV DESCRIPTION DATE1ADDENDUM #11/30/17 EX-1STANDING SEAM METALROOFING SYSTEM(EXISTING)DRAPE INSULATION W/ VAPORBARRIER (EXISTING)ROOF FRAMING AND ROOF PURLINS(BY METAL BUILDING CONTR.)(EXISTING)DRAPE INSULATION W/ VAPORBARRIER (EXISTING TO REMAIN)8" CMU (EXISTING)CONCRETE SLAB ON GRADE(EXISTING)VAPOR BARRIER(EXISTING)DRAINAGE FILL(EXISTING)FINISH FLOOR (EXIST)EL. 100'-0"FINISH GRADEEL. VARIEST./ ROOF PURLINS (EXIST)EL. VARIEST./ ROOF PURLINS @ RIDGE (EXIST)EL. 128'-0"±CONCRETE FOUNDATION(EXISTING)8" SPLIT FACE CMU WITHINSULATED COREST./ CMU VARIES109'-4" (SHOWN)(EXISTING)5/8" GWB (ONE SIDE) ON3 5/8" METAL STUDS @16" O.C. (NEW)8" BOND BEAM (NON SFCMU)(EXISTING)FINISH CEILING9'-6" AFF (UNO)T./ CMU EXISTING (VARIES)EL. 110'-0" (SHOWN)1'-0" ±METAL SIDING WALL PANELS ON 8""Z" GIRTS (EXISTING TO REMAIN)1'-0"FACE OF GIRT(EXISTING)3 5/8" METAL STUDS(EXISTING)METAL GABLE TRIM(EXISTING)NEW 2.5" SPRAYPOLYURETHANE FOAMINSULATIONFINISH FLOOR AND BASE ASSCHEDULED4" MIN.5/8" GWB TO WRAP AND EXTEND TOEXISTING WALL CONSTRUCTION11EX-1CONCRETE SLAB ON GRADE(EXISTING)FINISH CEILING9'-6" AFF (UNO)CONCRETE FOUNDATION(EXISTING)5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C. (NEW)(EL. 104'-0" @ W1)8" CMU(EXISTING)8" SPLIT FACE CMU(EXISTING)DRAPE INSULATION W/ VAPORBARRIER (EXISTING TO REMAIN)METAL SIDING WALL PANELS ON8" "Z" GIRTS (EXISTING TO REMAIN)NOTE:FACE OF GIRT ALIGNS WITHFACE OF CMU (EXISTING)NOTE:W1 - EXISTING M.O.3'-4"W x 3'-4"HW2 - EXISTING M.O.6'-0"W x 6'-0"HW3 - EXISTING M.O.3'-4"W x 6'-0"H(FIELD VERIFY)T./ CMU EXISTING (VARIES)EL. 110'-0" (SHOWN)FACE OF FRAMEEXTENSION (BEYOND)FACE OF NEW GWB(BEYOND)NOTE:REMOVE EXISTING WINDOW SHELFCONSTRUCTION TO ACCOMMODATENEW CONSTRUCTIONNEW ALUMINUMWINDOWW1W3SHOWNSIMSIMSTANDING SEAM METALROOFING SYSTEM(EXISTING)DRAPE INSULATION W/ VAPORBARRIER (EXISTING)ROOF FRAMING AND ROOF PURLINS(BY METAL BUILDING CONTR.)(EXISTING)T./ ROOF PURLINS (EXIST)EL. VARIEST./ ROOF PURLINS @ RIDGE (EXIST)EL. 128'-0"±1'-0"FACE OF GIRT(EXISTING)METAL GABLE TRIM(EXISTING)8" CMU LINTEL(EXISTING)4" MIN.T./ CMU LINTEL (EXIST)EL. 108'-0"8" SPLIT FACE CMUT./ CMU VARIES(EXISTING)VAPOR BARRIER(EXISTING)DRAINAGE FILL(EXISTING)T./ CMU (EXIST)EL. 101'-4" (SHOWN)3 5/8" METAL STUDS (EXISTING)NEW 2.5" SPRAY POLYURETHANEFOAM INSULATION3"8" BOND BEAM (NON SFCMU)(EXISTING)5/8" GWB ON 3 5/8" METALSTUDS @ 16" O.C. (NEW)3 5/8" METAL STUDS (EXISTING)NEW 2.5" SPRAY POLYURETHANEFOAM INSULATIONA6.213A6.215W25/8" GWB TO WRAP AND EXTEND TOEXISTING WALL CONSTRUCTION111DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.www.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 11:30:25 AMWALL SECTIONSKETAM01/04/2017A5.2216060.00SCALE: 3/4" = 1'-0"WALL SECTION1SCALE: 3/4" = 1'-0"WALL SECTION2WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/17 5 3/4" @ 3 5/8" STEEL STUDS8 3/8" @ 6" STEEL STUDSHOLLOW METAL (HM) FRAME(PAINT)W/ SEALANT ALL SIDESAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)5/8" GWB, EACH SIDE, (UNO)ON STEEL STUD FRAMING. REFERTO FLOOR PLANS FOR WALLTYPE AND STUD SIZE5 3/4" @ 3 5/8" STEEL STUDS8 3/8" @ 6" STEEL STUDSHOLLOW METAL (HM) FRAME(PAINT) W/ JAMB ANCHORSAND SEALANT ALL SIDESAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)5/8" GWB, EACH SIDE, (UNO)ON STEEL STUD FRAMING. REFERTO FLOOR PLANS FOR WALLTYPE AND STUD SIZE3/8"8" CMU (UNO)8" CMU LINTEL - REFER TOSTRUCTURAL DRAWINGSHOLLOW METAL (HM) FRAME(PAINT) W/ SEALANT ALL SIDESAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)3/8"APPLIED HM STOP W/GLAZING (WHERE APPLICABLE)HOLLOW METAL (HM) FRAME(PAINT) W/ JAMB ANCHORS ANDSEALANT ALL SIDES8" CMU (UNO)PER A.D.A.REFER TO WALL SECTIONS1"PERDETAILSDOOR FRAME - REFER TODOOR AND FRAME SCHEDULECONCRETESLAB ON GRADEFINISH FLOORVAPORBARRIERDRAINAGE FILL(6" UNO)FACE OF WALL(BEYOND)REFER TO FLOOR PLANMETAL THRESHOLDPER A.D.A. REQUIREMENTSCONCRETE STOOPCONCRETE TRENCHFOOTING1/2" PREFORMED JOINTMATERIAL (UNO) W/POURABLE URETHANESEALANTEXISTING CMU WALLCONSTRUCTION TO REMAINEXISTING LINTELHOLLOW METAL (HM) FRAME(PAINT) W/ SEALANT ALL SIDES5/8" GWB ON 7/8"METAL FURRINGAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)EXISTING CMU WALL CONSTRUCTION5/8" GWB ON 7/8"METAL FURRINGAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)HOLLOW METAL (HM) FRAME(PAINT) W/ JAMB ANCHORS ANDSEALANT ALL SIDES3/8"FIELDVERIFYHOLLOW METAL (HM) FRAME(PAINT)W/ SEALANT ALL SIDESAPPLIED HM STOP W/GLAZING (WHERE APPLICABLE)LINTEL - REFER TO A1.1 FOR MOREINFORMATION, PAINT EXPOSEDEXISTING MASONRY WALLCONSTRUCTION TO REMAIN (UNO)SHORE WALL DURING DEMOLITION,PRIOR TO INSTALLATION OF NEW LINTELREFER TOFLOOR PLAN8" MIN3/8"H.M. STOP W/GLAZING (WHEREAPPLICABLE)NEW CMU TO ALIGN W/AND MATCH EXISTING(F.V.)EXISTING MASONRY WALLCONSTRUCTION TO REMAIN (UNO).SHORE WALL DURING DEMOLITION,PRIOR TO INSTALLATION OF NEW LINTEL****OVERCUT NEW M.O. IN EXISTING WALLCONSTRUCTION 8" MIN. (EACH SIDE) TOALLOW TOOTH-IN OF NEW MASONRY.REFER TO DEMOLITION PLANS AND FLOORPLANS FOR EXTENTS (TYP)HOLLOW METAL (HM) FRAME(PAINT) W/ JAMB ANCHORSAND SEALANT ALL SIDES1"METAL SIDING WALLPANELSON 8" "Z" GIRTSFINISHED INTERIORMETAL PANELMETAL BUILDING INSULATION W/VAPOR BARRIER (FULL HEIGHT)CONTINUOUSHORIZONTAL SUPPORTBY METAL BUILDINGCONTR.FORMED METAL FLASHING BYMETAL BUILDING CONTR.ALUMINUM DOOR FRAMESHIM SPACE W/ SEALANT(CONT) ALL SIDES. PACKVOIDS W/ INSULATION9"3/8"NEW METAL CLOSURE TRIM (PAINT).REFER TO 12-A1.3NEW 8" "Z" GIRT TOACCOMMODATE DOOROPENING8" CMU (UNO)8" CMU LINTEL - REFER TOSTRUCTURAL DRAWINGSHOLLOW METAL (HM) FRAME(PAINT) W/ SEALANT ALL SIDESEXISTING WALLCONSTRUCTION TOREMAIN (UNO)FACE OF NEW METALCLOSURE TRIM(BEYOND)3"1"EXISTING CMU WALLCONSTRUCTION TO REMAIN (UNO)NEW 5/8" GWB ON 3 5/8" METAL STUDS@ 16" O.C. EXTEND GWB TO FRAMEEXISTING 3 5/8" METAL STUDSNEW 2.5" SPRAY POLYURETHANEFOAM INSULATIONNEW ALUMINUM WINDOW FRAMESHIM SPACE W/ SEALANT (CONT).PACK VOIDS W/ INSULATIONSEALANT (CONT)T./ WINDOW SILL (BELOW)REMOVE EXISTING WALL CONSTRUCTIONTO ACCOMMODATE NEW CONSTRUCTIONNOTE: SIMILAR @ ROOM 121JAMB BEYONDT./ OPENING8'-0" A.F.F.FINISHED INTERIOR METAL PANELCONTINUOUS HORIZONTALSUPPORT BY METALBUILDING CONTR.METAL SIDING WALL PANELSON 8" "Z" GIRTSCOILING DOOR HOODAND MOTORMETAL BUILDING INSULATION W/VAPOR BARRIER (FULL HEIGHT)COILING DOORMETAL BUILDING CONTR. SHALLPROVIDE SUPPLEMENTAL WALLSUPPORT FOR OVERHEAD DOORSYSTEMPROVIDE WOOD BLOCKINGAS NECESSARYEQ.4 1/2"EQ.EXISTING STEEL COLUMNNEW ALUMINUM STOREFRONT FRAMESHIM SPACE - PACK VOIDS W/ INSULATION.SEALANT (CONT) ALL SIDEST./ CMU LINTEL (EXIST)REFER TO WALL SECTIONSNEW 2.5" SPRAY POLYURETHANEFOAM INSULATIONEXISTING 3 5/8" METAL STUDSNEW 5/8" GWB ON 3 5/8" METAL STUDS@ 16" O.C. EXTEND GWB TO FRAMENEW ALUMINUM WINDOW FRAMEEXISTING CMU WALLCONSTRUCTION TO REMAIN (UNO)EXISTING CMU LINTEL3"SHIM SPACE W/ SEALANT (CONT).PACK VOIDS W/ INSULATIONSEALANT (CONT)REMOVE EXISTING WALL CONSTRUCTIONTO ACCOMMODATE NEW CONSTRUCTIONNOTE: SIMILAR @ ROOM 1211"8" SPLIT FACE CMU (EXISTING)T./ CMUREFER TO WALL SECTIONSNEW 2.5" SPRAY POLYURETHANEFOAM INSULATIONEXISTING 3 5/8" METAL STUDS5/8" GWB ON 3 5/8" METAL STUDS @16" O.C. (NEW)NEW ALUMINUM WINDOW FRAMENEW 1x WOOD BLOCKING (CONT)METAL SILL FLASHING COLOR TOMATCH FRAME (UNO)SHIM SPACE - PACK VOIDS W/INSULATIONNEW SOLID SURFACEWINDOW STOOL3"SEALANT (CONT)REMOVE EXISTING WALL CONSTRUCTIONTO ACCOMMODATE NEW CONSTRUCTION1" MIN.NOTE: SIMILAR @ ROOM 1213/4" 4 1/2" 3/4"EXISTING STEEL TUBENEW ALUMINUM STOREFRONT FRAMESHIM SPACE - PACK VOIDS W/ INSULATION.SEALANT (CONT) ALL SIDESFACE OF EXISTING COLUMN (BEYOND)NEW ALUMINUM STOREFRONT FRAMESEALANT (CONT) AND BACKER RODEXISTING CONCRETE SLABFINISH FLOOR AS SCHEDULEDSEALANT (CONT)EXISTING CONCRETETRENCH FOOTINGFACE OF EXISTING COLUMN (BEYOND)EXISTING RIGID INSULATIONPER DETAILSEXISTING CONCRETE WALK9"8" CMU (UNO)8" CMU LINTELHOLLOW METAL (HM) FRAME(EXISTING)EXISTING WALLCONSTRUCTION TOREMAIN (UNO)FINISHED INTERIORMETAL PANEL (EXISTING)CONTINUOUS HORIZONTAL SUPPORT(EXISTING)7"NEW METAL CLOSURE TRIM(PAINT). REFER TO 12-A1.3 (SIM)NEW ALUMINUM STOREFRONT FRAMEEXISTING CONCRETE SLABFINISH FLOOR AS SCHEDULEDSEALANT (CONT)EXISTING CONCRETE TRENCHFOOTING TO REMAINFACE OF EXISTING COLUMN (BEYOND)PER ADAEXISTING CONCRETEWALK TO REMAINMETAL THRESHOLDPER A.D.A. REQUIREMENTSPER DETAILSCONCRETESLAB ON GRADEVAPORBARRIERDRAINAGE FILL(6" UNO)OVERHEAD COILINGDOOR (OHCD) GUIDE,BEYOND1/4" STEEL BENT PLATE(PAINT) @ JAMB BEYONDCONCRETE STOOPCONCRETE TRENCHFOOTING2x2x1/4" GALVANIZEDSTEEL ANGLE W/ 1/4" DIAANCHORS @ 24" O.C.(U.N.O.) FACE OF ANGLETO ALIGN WITH FACE OFWALL BEYOND 1/2"1/2" PREFORMED JOINTMATERIAL (U.N.O.) W/POURABLE URETHANESEALANTSHIM SPACE - PACK VOIDS W/ INSULATION.SEALANT (CONT) ALL SIDESALUMINUM STOREFRONT SYSTEMEXISTING SPLITFACE CMUEXISTING METAL STUDSNEW 5/8" GWB ON 3 5/8"METAL STUDS @ 16" O.C.NEW 2.5" SPRAY POLYURETHANEFOAM INSULATION3"DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 11:28:05 AMDOOR AND WINDOW DETAILSKETAM01/04/2017A6.2216060.00SCALE: 1 1/2" = 1'-0"HEAD1SCALE: 1 1/2" = 1'-0"JAMB2SCALE: 1 1/2" = 1'-0"HEAD3SCALE: 1 1/2" = 1'-0"JAMB4SCALE: 1 1/2" = 1'-0"SILL5SCALE: 1 1/2" = 1'-0"HEAD6SCALE: 1 1/2" = 1'-0"JAMB7SCALE: 1 1/2" = 1'-0"HEAD8SCALE: 1 1/2" = 1'-0"JAMB9SCALE: 1 1/2" = 1'-0"HEAD11SCALE: 1 1/2" = 1'-0"HEAD12SCALE: 1 1/2" = 1'-0"JAMB14SCALE: 1 1/2" = 1'-0"HEAD16SCALE: 1 1/2" = 1'-0"JAMB19WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.SCALE: 1 1/2" = 1'-0"HEAD13SCALE: 1 1/2" = 1'-0"SILL15SCALE: 1 1/2" = 1'-0"HEAD18SCALE: 1 1/2" = 1'-0"SILL10SCALE: 1 1/2" = 1'-0"HEAD17SCALE: 1 1/2" = 1'-0"SILL20SCALE: 1 1/2" = 1'-0"SILL21SCALE: 1 1/2" = 1'-0"JAMB22REV DESCRIPTION DATE01/30/2017 EQUIPMENT GENERAL NOTESA. HIDDEN LINES ( ) INDICATE ITEMS TOBE PART OF LOOSE EQUIPMENT PACKAGEOR BY OWNER, NOT INCLUDED INCONSTRUCTION CONTRACTS. DASHEDLINES ( ) INDICATE OVERHEAD ITEMS(INCLUDED IN CONSTRUCTIONCONTRACTS).B. PROVIDE FILLER STRIPS BETWEENCASEWORK UNITS AND WALL ORBETWEEN ANY UNIT AS REQUIRED.EXTEND COUNTER TO FACE OF WALL ORADJACENT TALL CABINET.C. ALL CASEWORK DOORS AND DRAWERSSHALL BE LOCKABLE.D. ALL EXPOSED ENDS AND BACKS OFCASEWORK SHALL BE FINISHED.E. CASEWORK INSTALLER SHALL CUTCASEWORK AS REQUIRED FORPLUMBING/ELECTRICAL LINES.F. CASEWORK INSTALLER SHALL CAULKBETWEEN COUNTERS AND WALLS.G. ALL WALL-MOUNTED CASEWORK SHALLBE MOUNTED WITH THE TOP AT 7'-0" AFFUNLESS OTHERWISE NOTED.H. "VLB" - VERTICAL LOUVER BLINDS, FIT TOEXTENTS OF STOREFRONT FINISHEDOPENINGI. REFER TO A7.2 FOR SCHEDULEDCASEWORK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.EQUIPMENT NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XA7.21A7.22A7.31A7.278109A7.211121314111111122VLBVLBVLBVLBVLBVLB33333345567A7.298710SIMSIMSIMSIM109107110111108103112113141106105104101115116114117142 118 102126127128125123 119120129124121130131132133139 140138137136S1135 13412282222222221001439VLBVLBVLBVLBVLB31DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 11:09:56 AMMAIN TRANSPORTATION CENTER216060.00FIRST FLOOR EQUIPMENT PLANMBBAM01/04/17A7.1MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TO 1/8" = 1'-0"FIRST FLOOR EQUIPMENT PLANROOM LEGEND - FIRST FLOORROOMNO.OWNERROOM NO.ROOM NAMEAREA(SF)100 VESTIBULE 69 SF101 ENTRY/WAITING 282 SF102 CORRIDOR 38 SF103 CORRIDOR 184 SF104 ADMIN. ASSISTANT 175 SF105 TRANSPORTATIONSUPERVISOR179 SF106 F&T DIRECTOR 230 SF107 F&T SECRETARY 179 SF108 CONFERENCE ROOM 208 SF109 FLUID STORAGE 232 SF110 LANDSCAPE OFFICE 135 SF111 STORAGE 82 SF112 CORRIDOR 102 SF113 AIR LOCK 40 SF114 PLAN ROOM 123 SF115 SECRETARY 135 SF116 RECEPTION 129 SF117 TRANSPORTATION/ROUTE 111 SF118 VESTIBULE 46 SF119 WORKROOM 118 SF120 STORAGE 60 SF121 LOUNGE 452 SF122 VESTIBULE 43 SF123 CORRIDOR 153 SF124 MEN'S RESTROOM 186 SF125 WOMEN'S RESTROOM 151 SF126 WOMEN 42 SF127 MEN 42 SF128 RESTROOM 69 SF129 MECH LOUNGE 132 SF130 HEAD MECHANIC 155 SF131 MAINTENANCE BAY 1083 SF132 MAINTENANCE BAY 1064 SF133 MAINTENANCE BAY 1254 SF134 BUS CLEAN 71 SF135 D.E.F. 74 SF136 TOOL/PARTS STORAGE 408 SF137 TOOL/PARTS STORAGE 656 SF138 GROUNDS STORAGE 219 SF139 WASH BAY 1253 SF140 MAINTENANCE BAY 1064 SF141 MAINTENANCE BAY 1089 SF142 ALCOVE 54 SF143 ALCOVE 114 SF1 EQUIPMENT - BY OWNER. NOT IN PROJECTSCOPE.2 LOOSE FURNISHINGS - BY OWNER.3 PROVIDE HAT AND COAT HOOK (PETER PEPPER -MODEL #2080).4 SPACE FOR UNDERCOUNTER REFRIGERATOR ,BY OWNER. PROVIDE FILLER STRIPS AT SIDESAND TOP AS NEEDED.5 COPIER - BY OWNER.6 VISUAL DISPLAY CONFERENCE UNIT - 4'-0"LENGTH. PLASTIC LAMINATE TO MATCH PL-2.7 WALL-MOUNTED VIDEO MONITOR - BY OWNER.8 MOTORIZED ROLLER SHADE TO BE PLACED ONCONFERENCE ROOM SIDE OF WALL. SHADE TOCOVER ENTIRE LENGTH OF OPENING, INCLUDINGA 4" OVERLAP ON EACH SIDE.9 FINISHED COUNTERTOP CUTOUT TO WRAPCOLUMN.WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/1711111 EQUIPMENT GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.CASEWORK COLOR NOTESA.ALL COUNTERTOPS TO BE PL-1 UNLESS NOTEDOTHERWISE.B.ALL CASEWORK TO BE PL-2 UNLESS NOTEDOTHERWISE.G.REFER TO LIST OF FINISHES FOR COLORSELECTIONS.H.ALL CUSTOM CASEWORK COLORS AS NOTED ONDETAILS.CASEWORK LEGENDCABINET TYPE (REF. TOCASEWORK SCHEDULE)ABBREVIATIONS(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)AG - 2" DIAMETER ACCESS GROMMETB- BASE CABINETBB- BLIND BASE CORNER CABINETBS- SINK BASE CABINETD- DRAWER CABINETDF- DRAWER FILE CABINETEP- END PANELF- FILLER STRIP / FILLER PANELFE- FINISHED ENDFX- MAIL SLOT CABINETHC- SAFETY CABINET (EYEWASH AND EMERGENCY SHOWER)KBT- KEYBOARD TRAYKS- KNEE SPACEMB- MARKERBOARDMCB- LIBRARY STACKS / EQUIPMENT (SEE EQUIPMENT SCHEDULES)MU- MUSIC CASEWORK (SEE EQUIPMENT SCHEDULES)MR- MAP RAILPD- PENCIL DRAWERSD- SOAP DISPENSERSR- STEREO RACK CABINETT- TALL CABINETTB- TALL BLIND CORNER CABINETTD- PAPER TOWEL DISPENSERTO- TALL OPEN CABINETTSP- TACKSTRIPTWS- TACKABLE WALL SURFACEW- WALL CABINETWDF- WARDROBE FILE CABINETWDH- WARDROBE TECHNOLOGY CABINETWDS- WARDROBE STORAGE (OR COAT CUBBIE)WDT- WARDROBE TALL CABINETWO- WALL OPEN CABINETWS- WORKSURFACE SUPPORTXX-XXXCABINET GRAPHIC DESIGNATIONFOR EACH CABINET SHOWN, PROVIDE A QUANTITY OFTHE FOLLOWING DEPICTED AS THUS:CONTINUOUS COUNTERTOPLOCKING DRAWERDOOR/DRAWER PULLADJUSTABLE SHELFLOCKING DOORA. HIDDEN LINES ( ) INDICATE ITEMS TOBE PART OF LOOSE EQUIPMENT PACKAGEOR BY OWNER, NOT INCLUDED INCONSTRUCTION CONTRACTS. DASHEDLINES ( ) INDICATE OVERHEAD ITEMS(INCLUDED IN CONSTRUCTIONCONTRACTS).B. PROVIDE FILLER STRIPS BETWEENCASEWORK UNITS AND WALL ORBETWEEN ANY UNIT AS REQUIRED.EXTEND COUNTER TO FACE OF WALL ORADJACENT TALL CABINET.C. ALL CASEWORK DOORS AND DRAWERSSHALL BE LOCKABLE.D. ALL EXPOSED ENDS AND BACKS OFCASEWORK SHALL BE FINISHED.E. CASEWORK INSTALLER SHALL CUTCASEWORK AS REQUIRED FORPLUMBING/ELECTRICAL LINES.F. CASEWORK INSTALLER SHALL CAULKBETWEEN COUNTERS, BACKSPLASHES,AND WALLS.G. ALL WALL-MOUNTED CASEWORK SHALLBE MOUNTED WITH THE TOP AT 7'-0" AFFUNLESS OTHERWISE NOTED.H. "VLB" - VERTICAL LOUVER BLINDS, FIT TOEXTENTS OF STOREFRONT FINISHEDOPENINGI. REFER TO A7.3 FOR SCHEDULEDCASEWORK.W-41W-41B-28PLASTIC LAMINATE "PL-2"CABINET DOOR ONLY OVER OWNER PROVIDEDUNDER COUNTER REFRIGERATOR. CUTOUTS ASINDICATED FOR VENTILATION, SIZED AS REQUIRED.VERIFY OWNER APPLIANCE SIZE FOR CORRECTDIMENSIONS AND PLACEMENT OF DOOR.REFER TO IMAGE ABOVE FOR PLACEMENT INTENT.CUTOUTCUTOUTOPEN SPACE FOR 34"H UNDERCOUNTER REFRIGERATOR2'-6"3'-0"3'-2" 3'-2"11A7.3KSWSKSWST-4811A7.3DF-17KS1'-6"3'-6"3'-6"11A7.3WSKSWSWSKS11A7.3OPENB-176W-49W-49B-169B-169W-51W-14B-182OPEN11A7.3B-60B-603'-0"4'-9"P-13" X 12' BULLNOSE TRIMMATCHING PT-14'-0"BASE6"4'-9"P-13" X 12' BULLNOSE TRIMMATCHING PT-14'-0"BASE6"CENTER PORCELAIN TILEPT-1 ON WALLBASE6"4'-9"P-1START PORCELAIN TILEPT-1 IN THIS CORNER3" X 12' BULLNOSE TRIMMATCHING PT-1BASE6"4'-0"P-1START PORCELAIN TILEPT-1 IN THIS CORNER3" X 12' BULLNOSE TRIMMATCHING PT-14'-0"BASE6"4'-9"P-13" X 12' BULLNOSE TRIMMATCHING PT-14'-0"BASE6"4'-9"PORCELAIN MOSAIC TILE, PMT-1CONTINUE FULL HEIGHT, PT-1ONTO ADJACENT WALL ANDEND OF WING WALLCENTER PORCELAIN TILE, PT-1BETWEEN WALLSBASE6"AT OUTSIDE CORNER USE TRANSITIONPROFILE SCHLUTER QUADEC EV/Q 60 ACG,OR APPROVED EQUAL3" X 12" BULLNOSE TRIMMATCHING PT-1PORCELAIN MOSAIC TILE, PMT-1P-14'-9"BASE6"4'-0"DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 11:09:59 AMMAIN TRANSPORTATION CENTER216060.00CASEWORK ELEVATIONS & SCHEDULEMBBAM01/04/17A7.2MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOSCALE: 1/4" = 1'-0"CONFERENCE ROOM1SCALE: 1/4" = 1'-0"WORKROOM2SCALE: 1/4" = 1'-0"ROUTE WEST3SCALE: 1/4" = 1'-0"ROUTE NORTH4SCALE: 1/4" = 1'-0"ROUTE EAST5SCALE: 1/4" = 1'-0"SECRETARY WEST6CASEWORK SCHEDULETYPE NO.SIZEDESCRIPTIONW D HB 18 1'-9" 1'-6" 2'-6" BASE UNIT WITH ONE ADJUSTABLE SHELF ANDONE HINGED DOOR.B 28 2'-0" 2'-0" 3'-0" BASE UNIT WITH TWO ADJUSTABLE SHELVES ANDONE HINGED DOOR.B 58 2'-3" 2'-0" 2'-6" BASE UNIT WITH ONE ADJUSTABLE SHELF ANDTWO HINGED DOORS.B 60 2'-3" 2'-0" 3'-0" BASE UNIT WITH TWO ADJUSTABLE SHELVES ANDTWO HINGED DOORS.B 169 2'-3" 2'-0" 2'-6" BASE UNIT WITH TWO DRAWERS, ONEADJUSTABLE SHELF AND TWO HINGED DOORS.B 176 2'-6" 2'-0" 2'-6" BASE UNIT WITH TWO DRAWERS, ONEADJUSTABLE SHELF AND TWO HINGED DOORS.B 182 2'-9" 2'-0" 2'-6" BASE UNIT WITH TWO DRAWERS, ONEADJUSTABLE SHELF AND TWO HINGED DOORS.DF 17 1'-4" 2'-0" 2'-6" FILE DRAWER UNIT WITH FOLLOWERS, ONE FILEDRAWER, (INSIDE SIDES TO BE 9-3/4 INCHESHIGH), HANGER CHANNEL INTEGRAL WITHDRAWER SIDES FOR BOTH LEGAL AND LETTERFILING, AND TWO TOP DRAWERS (INSIDE SIDESTO BE 3-3/4 INCHES HIGH).T 48 2'-6" 2'-0" 7'-0" TALL UNIT WITH FIVE ADJUSTABLE SHELVES ANDTWO HINGED DOORS.W 14 1'-6" 1'-2" 2'-6" WALL UNIT WITH ONE ADJUSTABLE SHELF ANDONE HINGED DOOR.W 41 2'-3" 1'-2" 2'-0" WALL UNIT WITH ONE ADJUSTABLE SHELF ANDTWO HINGED DOORSW 49 2'-3" 1'-2" 2'-6" WALL UNIT WITH ONE ADJUSTABLE SHELF ANDTWO HINGED DOORS.W 51 2'-9" 1'-2" 2'-6" WALL UNIT WITH ONE ADJUSTABLE SHELF ANDTWO HINGED DOORS.SCALE: 1/4" = 1'-0"SINGLE RESTROOM ELEVATION W7SCALE: 1/4" = 1'-0"SINGLE RESTROOM ELEVATION N8SCALE: 1/4" = 1'-0"SINGLE RESTROOM ELEVATION E9SCALE: 1/4" = 1'-0"SINGLE RESTROOM ELEVATION S10SCALE: 1/4" = 1'-0"RESTROOM 128 ELEVATION W11SCALE: 1/4" = 1'-0"RESTROOM 128 ELEVATION N12SCALE: 1/4" = 1'-0"RESTROOM 128 ELEVATION E13SCALE: 1/4" = 1'-0"RESTROOM 128 ELEVATION S14WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/1711111 A7.2345A7.26A7.32A7.33A7.3456'-4 1/4"10"10'-3"5'-2 1/2"1'-6"102'-2"2'-2"3'-11"6'-8 1/4"4'-6"7"R 21'-8 3/4"12A7.3AGAGALIGN----1'-0"2'-6"SOLID SURFACE "SSM-1"TRANSACTION TOP AND WORK SURFACEPLASTIC LAMINATE "PL-2"VERTICAL SURFACEPLASTIC LAMINATE REVEALS "PL-3"RESILIENT BASE "RB-1"PLASTIC LAMINATE "PL-2"6A7.38A7.3SOLID SURFACE "SSM-1"TRANSACTION TOP AND WORK SURFACEPLASTIC LAMINATE REVEALS "PL-3"RESILIENT BASE "RB-1"PLASTIC LAMINATE "PL-2"2'-6"7A7.32'-6" 1'-0"SOLID SURFACE "SSM-1"TRANSACTION TOP AND WORKSURFACEPLASTIC LAMINATE "PL-2"VERTICAL SURFACERESILIENT BASE "RB-1"PLASTIC LAMINTE "PL-2"COUNTER SUPPORTSPLASTIC LAMINATE "PL-2"FINISHED END6A7.38A7.3AGB-18RESILIENT BASE "RB-1"PLASTIC LAMINATE "PL-2"VERTICAL SURFACESOLID SURFACE "SSM-1"WORK SURFACE7A7.32'-6"1 1/2"6 3/4"2"8 1/4"2"5 1/2"2 1/2"6 1/2"4"6"1'-8"1 1/2"2'-2"10 1/2"1 1/2"10"WOOD BLOCKING, TYP.PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE "PL-2"OVER 1/2" PLYWOOD. TYPICAL ATALL VERTICAL SURFACESUNLESS NOTED OTHERWISE.JOINT LOCATION, TYP.SOLID SURFACE (SSM-1)OVER 3/4" PLYWOOD SUBSTRATEJOINT LOCATION, TYP.JOINT, TYP.3/4" SOLID SURFACE (SSM-1)OVER 3/4" PLYWOODSUBSTRATESCRIBE TO SOLID SURFACE.PROVIDE CLEAR SEALANTAT INTERSECTIONCUTOUT FOR WIREMANAGEMENT TRAYTYP1"RESILIENT BASETO BE CUT AT SUPPORTSDOES NOT WRAP4" x 4" LAMINATE CABLEMANAGEMENT TROUGH. ALLEXPOSED EDGES AND SIDESTO BE LAMINATED "PL-2"2" GROMMET SLEEVE1" PLASTIC LAMINATE "PL-2"COUNTER SUPPORT PLACED ASINDICATED. MAXIMUM SPACING 42".1 1/2"6 3/4"2"8 1/4"2"5 1/2"2'-2"1'-8"4"6"3/4" SOLID SURFACE "SSM-1"OVER 3/4" PLYWOODSUBSTRATEJOINT, TYP.CUTOUT FOR WIREMANAGEMENT TRAYWOOD BLOCKING, TYP.PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE "PL-2"OVER 1/2" PLYWOOD. TYPICAL ATALL VERTICAL SURFACESUNLESS NOTED OTHERWISE.RESILIENT BASETO BE CUT AT SUPPORTSDOES NOT WRAPTYP1"4" x 4" LAMINATE CABLEMANAGEMENT TROUGH. ALLEXPOSED EDGES AND SIDESTO BE LAMINATED "PL-2"1" PLASTIC LAMINATE "PL-2"COUNTER SUPPORT PLACED ASINDICATED. MAXIMUM SPACING 42".5 1/2" 2" 8 1/4" 2" 6 3/4"1 1/2"2'-2"WOOD BLOCKING, TYP.PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE REVEAL "PL-3"PLASTIC LAMINATE "PL-2"OVER 1/2" PLYWOOD. TYPICAL ATALL VERTICAL SURFACESUNLESS NOTED OTHERWISE3/4" SOLID SURFACE (SSM-1)OVER 3/4" PLYWOODSUBSTRATEJOINT, TYP.WIRE PULL, REFERTO SPECIFICATIONSPLASTIC LAMINATEPL-2" OVER 3/4" PLYWOOD SUBSTRATEADJUSTABLE SHELF,PLASTIC LAMINATE "PL-2"OVER 3/4" PLYWOOD2X4 WOODBLOCKINGTYP1"RESILIENT BASE"RB-1"1'-10 1/2"10"6"4"1"1'-5 1/2" 11"1 1/2"2'-6"2'-0"PLASTIC LAMINATE "PL-1"OVER TWO (2) LAYERSOF CONTINUOUS 3/4"PLYWOODCUTOUT FOR WIREMANAGEMENT TRAY1" PLASTIC LAMINATE "PL-1"COUNTER SUPPORT PLACED ASINDICATED ON CASEWORK ELEVATIONS.MAXIMUM SPACING 42".SCRIBE TO FLOORRESILIENT BASETO BE CUT AT SUPPORTSDOES NOT WRAPWALL CONSTRUCTION,REFER TO ARCH. WALL TYPES3MM PVC EDGE2" GROMMET SLEEVE4" x 4" LAMINATE CABLEMANAGEMENT TROUGH. ALLEXPOSED EDGES AND SIDESTO BE LAMINATED "PL-1"6 1/2"1'-6"1 1/2"11"8"1'-9 1/2"2'-10"PLASTIC LAMINATE "PL-1"OVER TWO (2) LAYERSOF CONTINUOUS 3/4"PLYWOOD1" PLASTIC LAMINATE "PL-1"COUNTER SUPPORT PLACEDAS INDICATED ON CASEWORKELEVATIONS. MAXIMUMSPACING 42".SCRIBE TO FLOORRESILIENT BASETO BE CUT AT SUPPORTSDOES NOT WRAPWALL CONSTRUCTION,REFER TO ARCH. WALL TYPES3MM PVC EDGESOLID SURFACE "SSM-1"TRANSACTION TOP AND WORKSURFACEPLASTIC LAMINATE "PL-2"VERTICAL SURFACERESILIENT BASE "RB-1"PLASTIC LAMINTE "PL-2"COUNTER SUPPORTB-589A7.32'-4 1/2"1 1/2"2'-6"SCRIBE TO WALLRESILIENT BASE "RB-1"WALL CONSTRUCTION,REFER TO ARCH. WALL TYPESWIRE PULL, REFERTO SPECIFICATIONSPLASTIC LAMINATEPL-2" OVER 3/4" PLYWOOD SUBSTRATEADJUSTABLE SHELF,PLASTIC LAMINATE "PL-2"OVER 3/4" PLYWOOD3/4" SOLID SURFACE "SSM-1"OVER 3/4" PLYWOODSUBSTRATEBLOCKING AS REQUIREDSCREWS, TYP.SOLID SURFACE TOP ANDEDGE WITH 1/8" DOUBLEROUND OVER RADIUS EDGES.TYP. OF 2 EXPOSED EDGES.ATTACH TOP TO HARDWOODSUPPORT WEB WITH SILICONEAPPLIED AT 12"-18" INTERVALS1x3 HARDWOOD STRUTFASTENED TO HEADER WITHDOWELS AND GLUE ORSCREWS, TYP.BASE CABINET BELOW1x3 CONTINUOUS HARDWOODHEADER FASTENED TOCABINETBELOW WITH COUNTERSUNKSCREWS, TYP. OF 21. WEB STRUCTURE TO BE FABRICATED FROM 1x3 KILN DRIED LUMBER, MDF, OR1" TUBULAR STEEL WITH A 1/8" MIN. WALL THICKNESS.2. DO NOT USE PARTICLEBOARD STRIPS AS IT LACKS STRUCTURAL STRENGTHAND CAN SWELL WHEN EXPOSED TO WATER.3. DO NOT USE SOLID SURFACE MATERIAL FOR SUPPORT DUE TO ITS FLEXURALPROPERTIES.4. DO NOT USE FULL WOOD UNDERLAYMENT AS SUPPORT.5. PROVIDE SUPPORT EVERY 18" OR LESS.6. PROVIDE PERIMETER SUPPORT WITHIN 3" OF THE FLANGES OF UNDER-MOUNTED SINKS.7. FOR ALL CANTILEVERS OR OVERHANGS IN EXCESS OF 6", STRUCTURALSUPPORT IS NEEDED.8. WOOD SUPPORTS TO BE HELD 1/8" FROM EDGES TO AVOID BINDING DUE TOFRAME EXPANSION OR TOP CONTRACTION.9. SUPPORT WEB/CABINETS TO BE SET LEVEL WITHIN 1/8" MAX. VARIANCE IN 10'-0".10. ADHERE WEB ONLY WITH 100% SILICONE ADHESIVE.SOLID SURFACE HARDWOOD SUPPORT WEB* NOT TO SCALE* PROVIDE UNDER ARCHITECTURAL WOODWORK (CUSTOM CASEWORK-DIVISION 6)3MM PVC COUNTERTOP EDGE - TYP.* NOT TO SCALE* TYPICAL AT ALL COUNTERTOP EDGES UNLESS OTHERWISE NOTEDPLASTIC LAMINATE COUNTERTOPSURFACEMELAMINE LINER3MM VINYL PVC EDGEBANDINGEASED EDGE, TYP.EASED EDGE, TYP.OTHERWISE NOTED1-1/4" UNLESSDRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 11:10:02 AMMAIN TRANSPORTATION CENTER216060.00ENLARGED PLANS AND MILLWORKDETAILSMBBAM01/04/17A7.3MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOSCALE: 1/4" = 1'-0"ENLARGED RECEPTION AREA1SCALE: 1/4" = 1'-0"RECEPTION DESK ELEVATION2SCALE: 1/4" = 1'-0"RECEPTION DESK ELEVATION3SCALE: 1/4" = 1'-0"RECEPTION DESK ELEVATION4SCALE: 1/4" = 1'-0"RECEPTION DESK ELEVATION5SCALE: 1" = 1'-0"RECEPTION DESK SECTION6SCALE: 1" = 1'-0"RECEPTION DESK SECTION8SCALE: 1" = 1'-0"RECEPTION DESK SECTION7SCALE: 1" = 1'-0"COUNTER SECTION11SCALE: 1" = 1'-0"COUNTER SECTION12SCALE: 1/4" = 1'-0"RECEPTION DESK ELEVATION10SCALE: 1" = 1'-0"RECEPTION DESK SECTION9WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/171 DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 11:10:05 AMMAIN TRANSPORTATION CENTER216060.00ROOM FINISH SCHEDULEMBBAM01/04/17A8.2MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOROOM FINISH SCHEDULEROOMNO.ROOM NAMEFLOOR BASE WALLCEILING MISCELLANEOUSMAT.COLORCODENOTES MAT.COLORCODENOTES MAT. FINISHCOLORCODENOTES MAT. FINISHCOLORCODENOTES ITEM FINISHCOLORCODENOTES100 VESTIBULE ECT ECT-1 - RB RB-1 - - - - - LMC - - - - - - -101 ENTRY/WAITING RFT RFT-1 - RB RB-1 - GWB P P-1 - ACT/GWBB P ACTA/P-1, 3 - - - - -102 CORRIDOR RFT RFT-1 - RB RB-1 - GWB P P-1 - ACT P ACTA - - - - -103 CORRIDOR RFT RFT-1,2 - RB RB-1 - GWB P P-1 - ACT/GWBB - ACTA/P-3 - - - - -104 ADMIN. ASSISTANT CART CART-1 - RB RB-1 - GWB P P-1,2 - ACT -ACTA - - - - -105 TRANSPORTATION SUPERVISOR CART CART-1 - RB RB-1 - GWB P P-1,2 - ACT - ACTA - - - - -106 F&T DIRECTOR CART CART-1 - RB RB-1 - GWB P P-1,2 - ACT - ACTA- - - - -107 F&T SECRETARY CART CART-1 - RB RB-1 - CMU/GWB P P-1,2 - ACT- ACTA - - - - -108 CONFERENCE ROOM CART CART-2 - RB RB-1 - GWB P P-1,2 - ACT/GWBB - ACTA/P-3 - PL - PL-1, 2109 FLUID STORAGE EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -110 LANDSCAPE OFFICE LVT LVT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA- - - - -111 STORAGE LVT LVT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA - - - - -112 CORRIDOR RFT RFT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA - - - - -113 AIR LOCK ECT ECT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA - - - - -114 PLAN ROOM LVT LVT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA - - - - -115 SECRETARY CART CART-2 - RB RB-1 - GWB P P-1 - ACT/GWBB - ACTA/P-3 - PL - PL-1, 2 -116 RECEPTION CART CART-2 - RB RB-1 1 GWB P P-1 - ACT/GWBB P ACTA/P-3 - PL/SSM - PL-1,2,3/SSM-1-117 TRANSPORTATION/ROUTE CART CART-2 - RB RB-1 - CMU/GWB P P-1 - ACT - ACTA - PL - PL-1,2 -118 VESTIBULE ECT ECT-1 - RB RB-1 - CMU/GWB P P-1 - ACT - ACTA - - -- -119 WORKROOM CART CART-2 - RB RB-1 - GWB P P-1 - ACT/GWBB - ACTA/P-1 - - - - -120 STORAGE LVT LVT-1 - RB RB-1 - GWB P P-1 - ACT - ACTA - - - - -121 LOUNGELVT LVT-1 - RB RB-1 - EXIST P P-1 - ACT ACTA - - - - -122 VESTIBULE ECT ECT-1 - RB RB-1 - EXIST P P-1 - ACT - ACTA - - - - -123 CORRIDOR LVT LVT-1 - RB RB-1 - EXIST P P-1 - ACT ACTA - - - - -124 MEN'S RESTROOM EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -125 WOMEN'S RESTROOM EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -126 WOMENPT PT-1 - PT PT-1 - GWBB PWT,P PWT-1,P-1 - EXIST - EXIST - - - - -127 MENPT PT-1 - PT PT-1 - GWBB PWT,P PWT-1,P-1 - EXIST - EXIST - - - - -128 RESTROOM PT/PMT PT-1PMT-1 - PT/PMTPT-1/PMT-1 - CMU P/PWT/PMTP-1/PWT-1/PMT-1- ACT/GWBB P ACTB/P-1 - - - - -129 MECH LOUNGE EXIST EXIST - EXISTEXIST - CMU P P-1 - EXIST - EXIST - - - - -130 HEAD MECHANIC EXIST EXIST - EXISTEXIST - CMU P P-1 - EXIST - EXIST - - - - -131 MAINTENANCE BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -132 MAINTENANCE BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -133 MAINTENANCE BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -134 BUS CLEAN LCFH LCFH-1 - RB RB-1 - CMU/GWB P P-1 CMU-4.224/GWB-9.211GWBB P P-1 9.211 - - - -135 D.E.F.LCFH LCFH-1 - RB RB-1 - CMU/GWB P P-1 CMU-4.224/GWB-9.211GWBB P P-1 9.211 - - - -136 TOOL/PARTS STORAGE LCFH LCFH-1 - RB RB-1 - CMU/GWB P P-1 CMU-4.224/GWB-9.211- - - - - - - -137 TOOL/PARTS STORAGE LCFH LCFH-1 - RB RB-1 - CMU/GWB P P-1 CMU-4.224/GWB-9.211- - - - - - - -138 GROUNDS STORAGE LCFH LCFH-1 - RB RB-1 - CMU/GWB P P-1 CMU-4.224/GWB-9.211- - - - - - - -139 WASH BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -140 MAINTENANCE BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -141 MAINTENANCE BAY EXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -142 ALCOVEEXIST EXIST - EXISTEXIST - EXIST EXIST EXIST - EXIST - EXIST - - - - -143 ALCOVELCFH LCFH-1 - - - - CMU/GWB P P-1 CMU-4.224/GWB-9.211- - - - - - - -200 MEZZANINE EXIST EXIST - EXISTEXIST - EXIST - EXIST - EXIST - EXIST - - - - -201 MECHANICAL EXIST EXIST - EXISTEXIST - EXIST - EXIST - EXIST - EXIST - - - - -202 PLAN ROOM EXIST EXIST - EXISTEXIST - EXIST - EXIST - EXIST - EXIST - - - - -S1 STAIREXIST EXIST - EXISTEXIST - EXIST - EXIST - EXIST - EXIST - - - - -WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/17111 UPDEMOLITION PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ARCHITECTURAL PLAN GENERAL NOTESA.UNLESS NOTED OTHERWISE, DEMOLITION TOBE PART OF THEWORK BY GENERAL CONTRACTOR. COORDINATE WITH OTHERPRIME CONTRACTORS TO SEE IF THERE ARE ITEMS TO BEREUSED.B.DEMOLITION IS TO FOLLOW ESTABLISHEDCONSTRUCTIONSEQUENCE. REFER TO SECTION 011000 AND DRAWINGS FORREQUIREMENTS AND SPECIAL CONDITIONS. DEMOLITIONCONTRACTOR IS TO VERIFY HIS WORK IN THE FIELD WITH THEDEMOLITION DRAWINGS, NEW CONSTRUCTION DRAWINGS, ANDTHE EXISTING IN-FIELD CONDITIONS. REPORT DISCREPANCIESTO THE ARCHITECT.C.EXISTING TREES AND SHRUBS NOT SHOWN TO BE REMOVEDSHALL BE PROTECTED BY CONTRACTOR DURING DEMOLITION.THESE ITEMS SHOULD BE BROUGHT TO THE ARCHITECT'SATTENTION.D.CONTRACTOR TO PROVIDE TEMPORARY FENCING. ASREQUIRED BY SECTION 015000.E."FLOORING" DENOTES FLOOR COVERING MATERIALS INCLUDINGBACKINGS, ADHESIVES, BASES, DOWN TO BUT EXCLUSIVE OFFLOOR SLABS AND STRUCTURAL MATERIALS, UNLESS NOTEDOTHERWISE.F."CEILING" DENOTES CEILING MATERIALS INCLUDINGSUSPENSION SYSTEMS ADHESIVEG.RESIDUES, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURALMATERIALS.H.WALLS TO BE REMOVED SHALL BE REMOVED TO A POINT 2"(MIN.) BELOW THE EXISTING FLOOR SLAB (UNLESS SETTING ONSLAB). PATCH WITH NEW CONCRETE TO BE FLUSH WITH THEEXISTING FLOOR SLAB.I.WHEN OPENINGS ARE CUT INTO AN EXISTING WALL, THEOPENING SHALL BE A MINIMUM OF 1'-4" LONGER THAN THEFINISHED OPENING REQUIRED TO ALLOW FOR 8" (MIN) OF NEWCMU TOOTHED-IN AT EDGES.J.AFTER THE DEMOLITION OF MATERIALS, THE RESULTINGEXPOSED SURFACE SHALL BE SMOOTH AND FLUSH WITHEXISTING CONDITIONS.K."ITEMS TO BE REMOVED BY CONTRACTOR" SHALL INCLUDEWORK BY OTHER TRADES, INCLUDING SITE, STRUCTURAL,PLUMBING, MECHANICAL AND ELECTRICAL.L.MECHANICAL AND ELECTRICAL ITEMS THAT ARE CAPPED ANDABANDONED SHALL BE LOCATED BEHIND FINAL FINISHSYSTEMS.M.COORDINATE THIS WORK WITH DEMOLITION WORK ON SITE,STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL.N.PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, ORSUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OFEXISTING STRUCTURES.O.CONTRACTOR TO FIELD VERIFY PORTIONS OR SECTIONS OFEXISTING WALLS TO BE FILLED IN AND SALVAGE NECESSARYMATERIAL.P.MATERIALS OF DEMOLITION SHALL BE DISPOSED OF OFF-SITEUNLESS OTHERWISE DIRECTED BY OWNER.Q.OWNER TO REMOVE EXISTING FURNITURE / CASEWORK /MISCELLANEOUS ITEMS NOT SHOWN AND NOT TO BEDEMOLISHED, IN ACCORDANCE WITH SALVAGE SCHEDULE.CONTRACTOR TO NOTIFY OWNER IN ADVANCE WHEN ITEMSNEED TO BE REMOVED. CONTRACTOR IS RESPONSIBLE FOROTHER ITEMS TO BE REMOVED.R.REMOVAL OF ALL SIDEWALKS, LANDSCAPING, ETC. ARE TO BEREMOVED PER SITE DRAWINGS. BUILDING DEMOLITION TO BECOORDINATED WITH SITE DEMOLITION.S.ITEMS TO BE PATCHED. REMOVE ALL LOOSE OR DAMAGEDMATERIAL. REFINISH TO LIKE NEW CONDITION, OR IF CONDITIONWARRANTS REPLACE IN ENTIRETY.T.THE OWNER SHALL RESERVE RIGHT TO CLAIM ANY MATERIALSTHAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTORDISPOSING OF THEM OFF SITE.U."TURNED OVER TO THE OWNER" DENOTES: 1) TAG AND IDENTIFYITEMS: 2) STORE IN AN ORDERLY FASHION IN A LOCATIONDESIGNATED BY THE OWNER. SEE SALVAGE SCHEDULE - FORITEMS TO BE RELOCATEDXEX-AEX-AEX-1EX-10EX-9EX-8EX-7EX-6EX-5EX-4EX-3EX-2EX-MEX-MEX-LEX-KEX-KEX-HEX-GEX-GEX-FEX-E.1EX-EEX-EEX-DEX-C.5EX-CEX-CEX-B1112226333333333333333444444444455555555566666666667777777777777777788911111111222210121012101210121012101210121012101212131415161817111431320212121191923232425272732728129292929130313211919331DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.0966ADDITIONS AND RENOVATIONS TOMAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANAMAIN TRANSPORTATION CENTER216060.001/30/2017 10:10:57 AMDEMOLITION PLANAMChecker01/04/2017AD.1216060.001 REMOVE EXISTING CONCRETE SLAB, PREPAREBASE / GRADE TO ACCEPT NEW CONSTRUCTION2 REMOVE EXISTING LINER PANEL TO EXTENTS OFNEW DOOR FRAME3 REMOVE EXISITNG HOLLOW METAL DOOR /WINDOW AND FRAME ALONG WITH ALLACCESSORIES4 REMOVE EXISTING WINDOW AND ALL RELATEDACCESSORIES5 REMOVE EXTERIOR WALL CONSTRUCTION TOEXTENTS OF NEW WINODW OPENINGS. SALVAGEQUANTITY OF SPLITFACE BLOCK FOR INFILL /REPAIRS OF EXTERIOR WALL IN OTHERLOCATIONS6 REMOVE GWB ON EXTERIOR STUDCONSTRUCTION TO REMAIN, PREPARE METALSTUDS TO ACCEPT NEW CONSTRUCTION.7 REMOVE FULL EXTENTS OF GWB AND METALSTUD WALL CONSTRUCTION TO SLAB, PATCH ANDREPAIR SLAB TO ACCEPT NEW CONSTRUCTION8 REMOVE WALL / BASE CASEWORK, IN ITSENTIRETY. IF ADJACENT WALLS ARE TO REMAIN,PATCH AND REPAIR WALL CONSTRUCTION TOACCEPT NEW FINISHES9 REMOVE EXISTING FLOOR SINK, REFER TO PSERIES DRAWINGS FOR ADDIITITONAL WORK.PATCH AND REPAIR FLOOR SLAB TO ACCEPT NEWFINISHES10 REMOVE EXISTING CARPET, RUBBER BASE ANDTRANSITIONS, REMOVE ADHESIVES DOWN TOEXISTING SLAB. PREPARE SLAB TO ACCEPT NEWFINISHES.11 REMOVE CMU WALL CONSTRUCTION TO 4" BELOWSLAB, INFILL WITH CONCRETE TO LEVEL WITHEXISITNG SLAB, PREPARE TO ACCEPT NEWFINISHES.12 REMOVE EXISTING ACOUSTICAL CEILING TILESYSTEM ALONG WITH ALL ACCESSORIES.13 REMOVE EXISTING GWB CEILING CONSTRUCTION,PATCH AND REPAIR ADJACENT WALLCONSTRUCTION TO ACCEPT NEW FINISHES14 PROVIDE OPENING IN EXISTING CMU WALL TOEXTENTS OF NEW DOOR OPENING.15 REMOVE EXISTING PLUMBING FIXTURES ALONGWITH ALL RELATED ACCESSORIES. COORDINATEWITH P-SERIES DRAWINGS. PATCH AND REPAIRADJACENT WALL AND FLOOR SURFACE TOACCEPT NEW FINISHES16 REMOVE EXISTING SHOWER ENCLOSURE ALONGWITH ALL RELATED ACCESSORIES. COORDINATEWITH P-SERIES DRAWINGS. PATCH AND REPAIRADJACENT WALL AND FLOOR SURFACE TOACCEPT NEW FINISHES17 REMOVE EXISTING QUARRY TILE FLOORING.INFILL WITH CONCRETE / FLOWABLE FILL TOLEVEL WITH SURROUNDING SLAB. PREPARESURFACE TO ACCEPT NEW FINISHES18 REMOVE EXISTING SLAB TO ALLOW FOR ROUTINGOF NEW PLUMBING SERVICES. INFILL WITHCONCRETE TO LEVEL WITH EXISTING SLAB,PREPARE TO ACCEPT NEW FINISHES19 REMOVE EXISITNG VCT TILE FLOORING, RUBBERBASE AND ADHESIVES DOWN TO THE SLAB.PREPARE SURFACE TO ACCEPT NEW FINISHES20 REMOVE EXISTING HOLLOW METAL DOOR ANDFRAME. INFILL WITH SALVAGED SPLITFACEBLOCK. DEMO WALL CONSTRUCTION 8" BEYONDOPENING EXTENTS, TOOTH IN WITH BOND OFEXISTING WALL.21 REMOVE EXISTING ACOUSTICAL TILE CEILING,LIGHT FIXTURES AND ALL ACCESSORIES. ACTGRID IS TO REMAIN, PREPARE GRID TO ACCEPTNEW LIGHT FIXTURES AND TILES.22 REMOVE EXISTING COUNTERTOP AND ALLACCESSORIES. PATCH AND REPAIR ADJACENTWALL CONSTRUCTION TO ACCEPT NEW FINISHES23 REMOVE EXISTING WALL TILE AND ALL WALLMOUNTED ITEMS, PREPARE WALL TO ACCEPTNEW FINISHES. REINSTALL WALL MOUNTEDACCESSORIES AND FIXTURES24 REMOVE EXISTING BULKHEAD AND RELATEDCONSTRUCTION, AS REQUIRED TO ACCEPT NEWCONSTRUCTION25 REMOVE EXISTING STOREFRONT SYSTEM ANDRELATED ACCESSORIES, STORE / PROTECTON-SITE AND REINSTALL ONCE NEWCONSTRUCTION IS COMPLETE.26 REMOVE EXISTING DOOR, PREPARE FRAME TOACCEPT NEW DOOR27 OVERCUT MASONRY OPENING BY 8" ON ALLSIDES, TOOTH IN NEW CMU TO MATCH BOND OFEXISTING WALL.28 PROTECT ELECTRICAL CONDUIT / PANELSSYSTEM DURING CONSTRUCTION29 REMOVE METAL STUD/GWB SHELFCONSTRUCTION, KEEPING EXTERIOR STUDCONSTRUCTION INTACT.30 REMOVE EXISTING STOREFRONT SYSTEM ANDALL ACCESSORIES. PREPARE OPENING TOACCEPT NEW CONSTRUCTION31 REMOVE BUILDING LETTERS, SALVAGE ANDREINSTALL UPON COMPLETION OFCONSTRUCTION32 REMOVE AND RELOCATE KNOX BOX33 PREPARE EXISTING FACE OF CMU WALL TOACCEPT NEW FINISHES. PREP CMU FACE ANDMORTAR JOINTS TO PROVIDE A SMOOTHSURFACE.SCALE: 1/8" = 1'-0"FIRST FLOOR DEMOLITION PLANWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV DESCRIPTION DATE1ADDENDUM #11/30/171 WPWPCOGFMGFWPWPWPWPWPWPWPURCOWPWWWWW124125123121130129127 126131132141140133139128119142109107106105104108116114110117120101102112103111118113115122ONE (1) 4" CONDUIT UP TOSECOND FLOOR MC/ERONE (1) 4" CONDUIT+60"100135 134136137138S1R1R1R1R1R1TWO (2) 1" CONDUITS TONEAREST ACCESSIBLE CEILING1ROOM LEGEND - FIRST FLOORROOM NO. ROOM NAME AREA (SF)100 VESTIBULE 69 SF101 ENTRY/WAITING 282 SF102 CORRIDOR 38 SF103 CORRIDOR 184 SF104 ADMIN. ASSISTANT 175 SF105 TRANSPORTATIONSUPERVISOR179 SF106 F&T DIRECTOR 230 SF107 F&T SECRETARY 179 SF108 CONFERENCE ROOM 208 SF109 FLUID STORAGE 232 SF110 LANDSCAPE OFFICE 135 SF111 STORAGE 82 SF112 CORRIDOR 102 SF113 AIR LOCK 40 SF114 PLAN ROOM 123 SF115 SECRETARY 135 SF116 RECEPTION 129 SF117 TRANSPORTATION/ROUTE 111 SF118 VESTIBULE 46 SF119 WORKROOM 118 SF120 STORAGE 60 SF121 LOUNGE 452 SF122 VESTIBULE 43 SF123 CORRIDOR 153 SF124 MEN'S RESTROOM 186 SF125 WOMEN'S RESTROOM 151 SF126 WOMEN 42 SF127 MEN 42 SF128 RESTROOM 69 SF129 MECH LOUNGE 132 SF130 HEAD MECHANIC 155 SF131 MAINTENANCE BAY 1083 SF132 MAINTENANCE BAY 1064 SF133 MAINTENANCE BAY 1254 SF134 BUS CLEAN 71 SF135 D.E.F. 74 SF136 TOOL/PARTS STORAGE 408 SF137 TOOL/PARTS STORAGE 656 SF138 GROUNDS STORAGE 219 SF139 WASH BAY 1253 SF140 MAINTENANCE BAY 1064 SF141 MAINTENANCE BAY 1089 SF142 ALCOVE 54 SF143 ALCOVE 114 SFDRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 9:28:04 AMMAIN TRANSPORTATION CENTER216060.00FIRST FLOOR ROUGH-IN PLANTMMJMS01/04/17E3.1MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TO 1/8" = 1'-0"FIRST FLOOR - ROUGH-IN PLANTECHNOLOGY PLAN NOTESR1 PROVIDE ONE (1) 1-INCH CONDUIT TO ROOM 109.PROFESSIONALENGINEERTERRANCER.LIETTENo.PE 19700470STATE OFREGISTEREDINDIANAREV DESCRIPTION DATE1ADDENDUM1.30.17 MULTI CAPACITY FLOOR BOX WITH 1 (ONE) 1" CONDUIT STUBBED ABOVE ACCESSIBLE CEILING AND ONE (1) 1"CONDUIT TO NEAREST TELECOMMUNICATIONS ROOM. PROVIDE PLASTIC BUSHINGS AND PULL STRINGS.3TECHNOLOGY ROUGH-IN REQUIREMENTS2-GANG WALL BOX - ACCESSIBLE LAY-IN CEILINGSNO SCALE1.2.GENERAL NOTES:CONTRACTOR TO FOLLOW MOUNTING HEIGHTS AS LISTED ON THISSHEET UNLESS NOTED DIFFERENTLY ON DRAWINGS.PROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.3.RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TOELECTRICAL DRAWINGS FOR SIZE, CIRCUITING, MOUNTING, ANDADDITIONAL REQUIREMENTS.TWO (2) 1"C'SCEILINGFLOOR3.5" DEEP 2-GANGDEVICE BOX90° FACTORY ELBOWSW/INSULATED BUSHINGS4.PROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10'IN LENGTH.6"STUB CONDUIT 12" ABOVEACCESSIBLE LAY-IN CEILING1.2.GENERAL NOTES:ONE (1) 1"CCEILINGFLOOR1-GANG MUD RING90° FACTORY ELBOWSW/INSULATED BUSHINGSPROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10'IN LENGTH.STUB CONDUIT 12" ABOVEACCESSIBLE LAY-IN CEILINGREFER TO SYMBOLSLEGEND FOR MOUNTINGHEIGHTS OF DEVICE TYPESPROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.REFER TO SYMBOLSLEGEND FOR MOUNTINGHEIGHTS OF DEVICE TYPESTECHNOLOGY ROUGH-IN REQUIREMENTS 2-GANG WALL BOX- EXPOSED CEILINGS TO NEAREST ACCESSIBLE LAY-IN CEILINGNO SCALETWO (2) 1"C'S3.5" DEEP 2-GANGDEVICE BOX6"ACCESSIBLE LAY-IN CEILINGFLOORCEILING STRUCTURE1.2.GENERAL NOTES:CONTRACTOR TO FOLLOW MOUNTING HEIGHTS AS LISTED ON THISSHEET UNLESS NOTED DIFFERENTLY ON DRAWINGS.3.RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TOELECTRICAL DRAWINGS FOR SIZE, CIRCUITING, MOUNTING, ANDADDITIONAL REQUIREMENTS.4.PROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10'IN LENGTH.PROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.90° FACTORY ELBOWSINSULATED BUSHINGSREFER TO SYMBOLSLEGEND FOR MOUNTINGHEIGHTS OF DEVICE TYPES2TECHNOLOGY ROUGH-IN REQUIREMENTS1-GANG WALL BOX - ACCESSIBLE LAY-IN CEILINGSNO SCALE4STUB CONDUIT 12"ABOVE ACCESSIBLELAY-IN CEILING3.5" DEEP 2-GANGDEVICE BOXHIGH CAPACITY FLOOR BOX ROUGH-IN DETAILNO SCALEPROVIDE SMOKE SEAL WHERE FLOOR BOX PENETRATES NON-FIRE-RATED FLOORS.PROVIDE FIRE-PROOFING WHERE FLOOR BOX PENETRATES FIRE-RATED FLOORS.WHERE FLOOR BOXES ARE INSTALLED IN ELEVATED SLABS, COORDINATE FRAMINGPROVIDE STRUCTURAL SUPPORTS OF FLOOR BOX IN ELEVATED SLABS.DIMENSIONS AND LOCATION WITH STEEL CONTRACTOR PRIOR TO ROUGH-IN.4.3.NOTES:2.1.TECHNOLOGY WIRING, UNLESS OTHERWISEAS NEEDED TO CLOSE OPENINGS.AND "BLANK DEVICE PLATES"PROVIDE "SPACER PLATES"PROVIDE 2-1 INCH CONDUIT FORINDICATED.BSVG ABTVL RFCCPROVIDE 1 INCH CONDUIT FOR POWERBY ARCHITECT/ENGINEER FROM MANUFACTURER'S STANDARD COLORS.OTHERWISE PROVIDE "FLUSH TILE OR CARPET COVER ASSEMBLY". FINISH SELECTEDPROVIDE "CARPET COVER ASSEMBLY" FOR INSTALLATION IN CARPETED FLOORS;WIRING, UNLESS OTHERWISE INDICATED.OTHERWISE INDICATEDDUPLEX RECEPTACLE UNLESSCOORDINATE LOCATION WITH EQUIPMENT/FURNITURE.5.PROVIDE 1 INCH CONDUIT FOR POWERWIRING, UNLESS OTHERWISE INDICATED.65TECHNOLOGY ROUGH-IN REQUIREMENTSFLOOR BOX - ACCESSIBLE LAY-IN CEILINGSNO SCALETWO (2) 1"C'SHIGH CAPACITY FLOORBOXCEILINGFLOOR1.2.GENERAL NOTES:3.RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TOELECTRICAL DRAWINGS FOR QUANTITY, CIRCUITING, MOUNTING, ANDADDITIONAL REQUIREMENTS.PROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10'IN LENGTH.ONE (1) 1"C.PROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.STUB CONDUIT 12" ABOVEACCESSIBLE LAY-IN CEILING90° FACTORY ELBOWSW/INSULATED BUSHINGSCONDUIT BACK TO TR OR MC/ERFOR COMMUNICATION CABLINGNOTES:A.REFER TO DRAWINGS FOR MOUNTING HEIGHT AND LENGTH OF VERTICAL RUN.B.ALTHOUGH THE MOST BASIC INSTALLATION IS SHOWN IT SHALL BE THE CONTRACTORS RESPONSIBILITYTO PROVIDE ALL INSIDE/OUTSIDE CORNER PIECES AS WELL AS ANY MISC. PIECES REQUIREDTO FOLLOW EXISTING WALL CONDITIONS.COMMUNICATIONS OUTLET. 2 GANG, 3.5" DEEP BOX WITH 2 GANG MUD RING. WITH 2 (TWO) 1" CONDUITSTUBBED ABOVE ACCESSIBLE CEILING WITH PLASTIC BUSHING AND PULL STRING.COMMUNICATIONS ROUGH-IN SYMBOLSSYMBOLDESCRIPTION2" CONDUIT SLEEVES BETWEEN WALLS, UNLESS OTHERWISE NOTED2 (TWO) 4" CONDUIT SLEEVES BETWEEN FLOORS16"--ROUGH-INDETAIL #2, 3, & 4--MHUNOPANDUIT DCF10 END FITTINGCEILINGCOORIDOR CLASSROOMCIRCUITS AS INDICATED ONTHE PLANS. DEDICATEDNEUTRAL WIRE PER CIRCUIT.PANDUIT JBX3510 SINGLE GANG BOXPANDUIT LD-5 RACEWAYSEE PLAN OR SYMOLS LEGENDFOR MOUNTING HEIGHTRACEWAY- 1F 5,61SURFACE MOUNTED RACEWAY DETAILNO SCALEDRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.www.fhai.com317.848.09661/30/2017 9:40:11 AMMAIN TRANSPORTATION CENTER216060.00ROUGH-IN DETAILSTMMJMS01/04/17E3.3MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOPROFESSIONALENGINEERTERRANCER.LIETTENo.PE 19700470STATE OFREGISTEREDINDIANAREV DESCRIPTION DATE1ADDENDUM1.30.1711 WPWPCOGFMGFWPWPWPWPWPJJWPSMSMJWPFAPFSSVSVPVJJJJJJJJJSFJSFJSFJSFJSFJSFJSFJJURJCOWPSJSMSMJJJJEX-AEX-1EX-10EX-9EX-8EX-7EX-6EX-5EX-4EX-3EX-2EX-MEX-LEX-KEX-HEX-GEX-FEX-E.1EX-EEX-DEX-C.5EX-CEX-BEX-AEX-1EX-10EX-9EX-8EX-7EX-6EX-5EX-4EX-3EX-2EX-MEX-LEX-KEX-HEX-GEX-FEX-E.1EX-EEX-DEX-C.5EX-CEX-BEXEXEXEXEXEX 200AEX 100AL4- 12L4- 12L4- 12L4- 12L4- 3L4- 10L4- 5L4- 6L4- 7+44"+44"L4- 7L4- 7L4- 7L4- 7L4- 7PUH-1387.5 KW480V-3 PHH2- 1,3,5PUH-1375 KW480V-3 PHH2- 2,4,6PUH-1365 KW480V-3 PHH2- 7,9,11PUH-1353 KW480V-3 PHH2- 8,10,12H2- 8,10,12PUH-1343 KW480V-3 PHEF-13548WL4- 8EF-13448WL4- 8EXEXL1- 24L1- 24L1- 24L1- 22L1- 22L1- 22L1- 22L1- 20L1- 20L1- 20L1- 20L1- 2L1- 2L1- 2L1- 2L1- 10L1- 10L1- 10L1- 10L1- 10L1- 3L1- 4L1- 4L1- 4L1- 8L1- 8L1- 8L1- 6L1- 6L1- 6L1- 6L1- 64L1- 64L1- 64L1- 8L1- 8L1- 21L1- 21L1- 21L1- 25L1- 31MDP- 27,29,31EXEXEXEXVRHP-1480V/3ACCU-OAU1480V/3H2- 19,21,23EBH-013KW208V/1EBH-021.5KW208V/1EBH-031.5KW208V/1EBH-041.5KW208V/1EBH-5A3KW208V/1VRCC-09VRCC-12VRCC-07VRCC-07VRCC-12VRCC-07L1- 4L2- 79,81H2- 25,27,29L2- 48,50L2- 48,50L2- 63,65L2- 2,4L2- 2,4L2- 2,4L2- 2,4L2- 2,4L2- 2,4L2- 2,4L2- 2,4P2P3P4L4- 3L4- 4P5L1- 1L1- 60P1122127125126109124130129123142131141140132128118117139102113110111108137138143135134136105107 106104119120121114101103116115133L1-18EXH2- 26,28,30DH-15KW480V/3PANEL "L4"DISCONNECT SWITCHTRANSFORMER "T3"EXUUUL1- 24UL1- 4L1- 30P7UUL1- 6UL1- 33P10L1- 60UUUL1- 64L1- 64L4- 7L4- 14P12P8P14P14P14P14P14EBH-5B3KW208V/1L2- 21,23L2- 14,16EF-118115 V / 1L1- 34P15P15EF-113115 V / 1L1- 34OVERHEADDOOR115 V / 1P16L4- 9+60"100100P17L1- 36DH-22.5KW480V/3H2- 26,28,30P18P18L1- 3P46111.CIRCUIT NUMBERS SHOWN FOR REFERENCE ONLY. FIELD VERIFY.2.REFER TO DRAWING E5.2 FOR PANEL LOCATIONS.3.REFER TO TECHNOLOGY DRAWINGS FOR ADDITIONAL WORK.GENERAL NOTES - POWERDRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/27/2017 11:48:13 AMMAIN TRANSPORTATION CENTER216060.00FIRST FLOOR POWER PLANAPODAM1-4-2017E5.1MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)100 VESTIBULE 69 SF101 ENTRY/WAITING 282 SF102 CORRIDOR 38 SF103 CORRIDOR 184 SF104 ADMIN. ASSISTANT 175 SF105 TRANSPORTATION SUPERVISOR 179 SF106 F&T DIRECTOR 230 SF107 F&T SECRETARY 179 SF108 CONFERENCE ROOM 208 SF109 FLUID STORAGE 232 SF110 LANDSCAPE OFFICE 135 SF111 STORAGE 82 SF112 CORRIDOR 102 SF113 AIR LOCK 40 SF114 PLAN ROOM 123 SF115 SECRETARY 135 SF116 RECEPTION 129 SF117 TRANSPORTATION/ROUTE 111 SF118 VESTIBULE 46 SF119 WORKROOM 118 SF120 STORAGE 60 SF121 LOUNGE452 SF122 VESTIBULE 43 SF123 CORRIDOR 153 SF124 MEN'S RESTROOM 186 SF125 WOMEN'S RESTROOM 151 SF126 WOMEN42 SF127 MEN42 SF128 RESTROOM 69 SF129 MECH LOUNGE 132 SF130 HEAD MECHANIC 155 SF131 MAINTENANCE BAY 1083 SF132 MAINTENANCE BAY 1064 SF133 MAINTENANCE BAY 1254 SF134 BUS CLEAN 71 SF135 D.E.F.74 SF136 TOOL/PARTS STORAGE 408 SF137 TOOL/PARTS STORAGE 656 SF138 GROUNDS STORAGE 219 SF139 WASH BAY 1253 SF140 MAINTENANCE BAY 1064 SF141 MAINTENANCE BAY 1089 SF142 ALCOVE54 SF143 ALCOVE114 SF 1/8" = 1'-0"1 - FIRST FLOOR - POWER PLANKeynote LegendP1 RELOCATED FIRE ALARM PANEL.CONNECT AND EXTEND WIRING ASREQUIRED TO THIS LOCATION. ROUTEABOVE CEILING.P2 RELOCATED PROPANE EMERGENCYSHUT-OFF SWITCH, TIED TODISCONNECT SWITCH. RECONNECTCONDUIT AND WIRING AS REQUIREDAND MAINTAIN CONDUIT SEAL-OFFS.P3 RELOCATED JUNCTION BOX.RECONNECT CONDUIT AND WIRING ASREQUIRED.P4 CONNECT DEVICE TO CIRCUITPREVIOUSLY SERVING DEVICE.P5 CONDUIT AND #10 WIRE TO PANEL.P7 CONNECT MOTORIZED SHADESPROVIDED BY EQUIPMENT SUPPLIER.P8 INSTALL MOTORIZED SHADE CONTROLSWITCH FURNISHED BY EQUIPMENTSUPPLIER AND PROVIDE CONDUIT ANDWIRE TO MOTORIZED SHADE.P10 DEVICE MOUNTED IN CASEWORK.COORDINATE WITH CASEWORKINSTALLER.P12 PROVIDE LABEL ON DISCONNECT TOREAD: `WIRING IN THIS SWITCH HASBEEN DISCONNECTED IN PANEL MDP'.P14 EXTEND CONDUIT AND/OR JUNCTIONBOX OUT TO NEW WALL SURFACE.INTERCEPT WIRING ABOVE CEILING ANDEXTEND TO DEVICE VIA EXISTINGCONDUIT.P15 MOUNT ABOVE CEILING FOR EXHAUSTFAN.P16 CONNECT OVERHEAD DOOR ANDINSTALL CONTROL STATIONS.COORDINATE WITH DOOR INSTALLER.P17 CONNECT RADIANT HEATER IN CEILINGAND PROVIDE CONDUIT AND WIRING TOTHERMOSTAT PROVIDED BYMECHANICAL CONTRACTOR.COORDINATE WITH MECHANICALCONTRACTOR.P18 TOTAL WATTAGE IS INDICATED. UNITNEEDS TO BE CONNECTED TOGETHER.COORDINATE WITH MECHANICALCONTRACTOR.P46 CUT AND PATCH FLOOR AS REQUIEDFOR FLOORBOX AND CONDUITINSTALLATION.PROFESSIONALENGINEERTERRANCER.LIETTENo.PE 19700470STATE OFREGISTEREDINDIANAREV DESCRIPTION DATE1ADDENDUM-11-30-17 WWBV.I.MONEDBCATECHNOLOGY GENERAL NOTESTHE COMMUNICATIONS CABLING CONTRACTOR(S) IS/ARERESPONSIBLE FOR ANY ADDITIONAL CONDUIT SLEEVES,OUTLET/JUNCTION BOXES, SURFACE RACEWAY, CABLETRAY, DOUBLE GANG SQUARE PLASTER MUD RINGS, ETC.THE COMMUNICATIONS CABLING CONTRACTOR(S) IS/ARERESPONSIBLE FOR EXTENDING THE ELECTRICAL SERVICEFROM THE ELECTRICAL JUNCTION BOX IN THE SPACE TOALL THE COMMUNICATIONS RACKS/CABINETS.THE CONTRACTOR(S) SHALL BE RESPONSIBLE FORREPLACING/REPAIRING DAMAGED CEILING GRID/TILE AS ARESULT OF THEIR INSTALLATION.THE CONTRACTOR SHALL VERIFY THE SURFACE RACEWAYLOCATIONS, ROUTING, OPENINGS, ETC. WITH THE BUILDINGELECTRICAL CONTRACTOR. PROVIDE PROPER COVERPLATES FOR THE DEVICES AS REQUIRED.THE COMMUNICATIONS CABLING CONTRACTOR SHALLCOORDINATE THE EXACT LOCATION OF THE VIDEOPROJECTOR WITH THE AUDIO/VIDEO EQUIPMENTCONTRACTOR AND ELECTRICAL CONTRACTOR.COMMUNICATIONS SYMBOLS LEGENDSYMBOLDESCRIPTIONWIRING DETAIL(S)UNLESS NOTED OTHERWISECOMMUNICATIONS OUTLET. WHEN INDICATED WITH C-x, x = THE QUANTITY OFCOMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHERCABLES NOTED.CONDUIT SLEEVES BETWEEN WALLS2 (TW0) 4" CONDUIT SLEEVES BETWEEN FLOORSCEILING MOUNTED WIRELESS ACCESS POINT. WHEN INDICATED WITH C-x, x = THEQUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TOOTHER CABLES NOTED.1 & 2-343ABOVE CEILING JUNCTIONBOX - WIRING DETAILNO SCALE(FIRESTOP EACH ENTRANCE AND EXIT)4" SQUARE BOXTO TECHNOLOGY DEVICETO TECH ROOMS4PR. UTP CABLE25' COILED CABLE15' PLENUM RATEDPATCH CORD1-1/4" ROMEX CLAMP(PROVIDE BOX WITH METAL BLANK COVER PLATE)FLOORCEILING2" CONDUIT SLEEVE FORCOMMUNICATION CABLING(4 PAIR UTP)2" CONDUIT SLEEVE FOR SOUND SYSTEM CABLING, ACCESSCONTROL CABLING, INTRUSION DETECTION CABLING, &BUILDING AUTOMATION SYSTEMS (BAS)12" MIN.24" MAX.4CONDUIT SLEEVES DETAILNO SCALENOTE:CONDUIT SLEEVES AREPROVIDED BY DIVISION 26CONTRACTOR.2WALL PLATE CONFIGURATIONSNO SCALE DATA PLATE DATA PLATEBBBC CC CCBBBBBB DATA PLATE DATA PLATEBBBC CCBBBBCCBBBBBBBBLANK TECHNOLOGY OUTLETB DATA PLATEBBCCCCCCWALL PLATECC-1C-1C-2C-3C-4C-6NOTE:REFER TO AV WIRING DETAILS FOREXACT CONFIGURATIONS OF VIDEOINPUT (V.I.), VIDEO OUTPUT (VO), ANDAV CABINET LOCATIONS..BBBNOTE: SLEEVES SHALL NOTPENETRATE IN ANY CONCRETEBOND BEAMS OR LINTELS.1AV WIRING/VIDEO OUTLET & VIDEO INPUTNO SCALEFLOORCEILING4 PR. UTP CABLESTO MC/ER OR TRHDMI FIBER OPTIC CABLE ASSEMBLY4 PR. UTP CABLESTO MC/ER OR TRVIDEO INPUTPLATE (LOW)C-2HDMI PATCH CABLEHDMICCBBCHDMIPROVIDE ANGLEDHDMI PASS THROUGHCONNECTORDISPLAY DEVICE(REFER TOFLOORPLANS FORDISPLAY TYPE)WALL MOUNTEDDISPLAY DEVICEVOICE/DATA CABLESDATA CABLEHDMI FIBER OPTIC CABLE ASSEMBLYPROVIDE ANGLED HDMIPASS THROUGHCONNECTORHDMI PATCH CABLEC-1V.O.ONE (1) 22AWG 1PR. SHIELDED CABLEONE (1) 22AWG 1PR. SHIELDED CABLEBBBBBC - RJ45 DATA JACKB - BLANK INSERTV - COMPOSITE VIDEO (RCA)WB - INTERACTIVE WHITE BOARDL - AUDIO LEFT (RCA)R - AUDIO RIGHT (RCA)HD - RJ45 JACK3.5mm - 3.5mm SOLDER JACKTECHNOLOGY FACEPLATE ABBREVIATIONSTECHNOLOGY ABBREVIATIONSABOVE FINISH FLOORABOVE FINISH GRADEBLANKCONDUITCABLE ANTENNA TELEVISIONJUNCTION BOXMAIN CROSS-CONNECT/EQUIPMENT ROOMINDICATES MOUNTING HEIGHT (N) TO BOTTOM OF DEVICEFROM FINISH FLOOR UNLESS NOTED OTHERWISENOT IN CONTRACTNOT TO SCALETEMPERATURE CONTROL PANELTELECOMMUNICATIONS ROOMTELEPHONE TERMINATION BOARDTELEVISIONUNLESS NOTED OTHERWISEVERIFY IN FIELDVOLUME CONTROLWALL MOUNTEDVIDEO INPUT LOCATIONDEMO TABLEWIRE GUARDRELEASEDUAL FACEWEATHER PROOFVIDEO OUTPUTPAN TILT ZOOMEXISTING TO REMAINVIDEO PROJECTORSURFACE MOUNTEDABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW.AFFAFGBCCATVJMC/ER+NNICNTSTCPTRT.T.B.TVUNOVIFVCWV.I.DWGRDFWPVOPTZETRVPSDRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.www.fhai.com317.848.09661/30/2017 9:42:43 AMMAIN TRANSPORTATION CENTER216060.00TECHNOLOGY DETAILSTMMJMS01/04/17T1.1MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOPROFESSIONALENGINEERTERRANCER.LIETTENo.PE 19700470STATE OFREGISTEREDINDIANAREV DESCRIPTION DATE1ADDENDUM1.30.171 WWWWW124125123121130129127 126131132141140133139128119142109107106105104108116114110117120101102112103111118113115122C-2C-2C-1C-2C-2C-2C-2C-2C-4C-2C-2C-2C-2V.I.MONC-1WC-2WC-2T1T1138137136135 134100S1C-2C-2C-2C-2C-2C-2C-1C-1C-1C-1T21T3DRAWN BY:CHECKED BY:COMM. NO.:ISSUE DATE:COPYRIGHT 2017 BYFANNING/HOWEY ASSOCIATES, INC.KEY PLANwww.fhai.com317.848.09661/30/2017 9:28:05 AMMAIN TRANSPORTATION CENTER216060.00FIRST FLOOR TECHNOLOGY PLANTMMJMS01/04/17T3.1MAIN TRANSPORTATION CENTERCARMEL CLAY SCHOOLSCARMEL, INDIANA216060.00ADDITIONS AND RENOVATIONS TOROOM LEGEND - FIRST FLOORROOM NO. ROOM NAME AREA (SF)100 VESTIBULE 69 SF101 ENTRY/WAITING 282 SF102 CORRIDOR 38 SF103 CORRIDOR 184 SF104 ADMIN. ASSISTANT 175 SF105 TRANSPORTATIONSUPERVISOR179 SF106 F&T DIRECTOR 230 SF107 F&T SECRETARY 179 SF108 CONFERENCE ROOM 208 SF109 FLUID STORAGE 232 SF110 LANDSCAPE OFFICE 135 SF111 STORAGE 82 SF112 CORRIDOR 102 SF113 AIR LOCK 40 SF114 PLAN ROOM 123 SF115 SECRETARY 135 SF116 RECEPTION 129 SF117 TRANSPORTATION/ROUTE 111 SF118 VESTIBULE 46 SF119 WORKROOM 118 SF120 STORAGE 60 SF121 LOUNGE 452 SF122 VESTIBULE 43 SF123 CORRIDOR 153 SF124 MEN'S RESTROOM 186 SF125 WOMEN'S RESTROOM 151 SF126 WOMEN 42 SF127 MEN 42 SF128 RESTROOM 69 SF129 MECH LOUNGE 132 SF130 HEAD MECHANIC 155 SF131 MAINTENANCE BAY 1083 SF132 MAINTENANCE BAY 1064 SF133 MAINTENANCE BAY 1254 SF134 BUS CLEAN 71 SF135 D.E.F. 74 SF136 TOOL/PARTS STORAGE 408 SF137 TOOL/PARTS STORAGE 656 SF138 GROUNDS STORAGE 219 SF139 WASH BAY 1253 SF140 MAINTENANCE BAY 1064 SF141 MAINTENANCE BAY 1089 SF142 ALCOVE 54 SF143 ALCOVE 114 SF 1/8" = 1'-0"FIRST FLOOR - TECHNOLOGY PLANTECHNOLOGY PLAN NOTEST1 PROVIDE CATEGORY 6A CABLES FOR WIRELESSACCESS POINTS. PROVIDE 20FT. SLACK LOOPCOILED NEATLY AND SUPPORTED ABOVE THECEILING. NOTE LOCATION ON RECORD DRAWINGSAND MARK LOCATION ON CEILING GRID WITH BLUEDOT.T2 PROVIDE MONITOR MOUNT. INSTALL OWNERFURNISHED MONITOR. COORDINATE FINALMOUNTING HEIGHT WITH OWNER.T3 SEE DETAIL 1/T1.1 FOR CABLING BETWEEN THEVIDEO DISPLAY AND VIDEO INPUT.PROFESSIONALENGINEERTERRANCER.LIETTENo.PE 19700470STATE OFREGISTEREDINDIANAREV DESCRIPTION DATE1ADDENDUM1.30.17