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AddendumNo.2 Page1of6DATE: February26,2016
JolietJuniorCollege1215HouboltRoadJoliet,IL60431
TO: ProspectiveRespondentsSUBJECT: AddendumNo.2PROJECTNAME: RenaissanceCenterInteriorRenovationsJJCPROJECTNO.: B16008ThisAddendumformsapartoftheBiddingandContractDocumentsandmodifiestheoriginalbiddingdocumentaspostedontheJJCwebsite.Acknowledgereceiptofthisaddendumasinstructedonthelastpage.FAILURETODOSOMAYSUBJECTBIDDERTODISQUALIFICATION.
ADDENDATOTHEPROJECTMANUAL:1. Section122413–ROLLERWINDOWSHADES
A. REMOVEarticle1.3‐B‐1initsentirety.
2. Section230505‐HVACDEMOLITIONFORREMODELINGA. ADDthefollowingasparagraph3.3JProperlyreclaimanddisposeofallrefrigerantindemolishedequipmentandasrequiredforextensionofexistingequipment.
ADDENDATOTHEDRAWINGS:1. ArchitecturalDrawings
A. AD1.11,AD2.11,AD9.01,A9.01,A9.02,A9.03,A11.21:REPLACEsheetsintheir
entiretywiththoseattached.
B. SheetAD1.21:REVISEdetail1perattachedsketchAD121‐01.
C. SheetAD2.21:REVISEdetail1perattachedsketchAD221‐01.
D. SheetAD4.01:REVISEdetail1notetoread“EXISTINGSCUPPERTOREMAIN.EXISTINGDOWNSPOUTTOBEREMOVEDANDREPLACED–SEENEWWORKELEVATIONANDCIVILDRAWINGS.”
Page 2 of 6
E. AllDemolitionSheets–DemoFloorPlanReferencedNotes:REVISEnoteW13toread“REMOVEWALLORPORTIONOFWALLUNDERALTERNATEBID#1.SHOREANDSUPPORTWALLSTRUCTUREANDSECONDFLOORSTRUCTUREASNECESSARY.”
F. SheetA1.21:REVISEdetail1perattachedsketchA121‐01.
G. SheetA6.02:REVISEdetail1notetoread“REUSEEXISTINGBLOCKINGORPROVIDE
NEWBLOCKINGASREQUIRED.”
H. SheetA7.52:REVISEdetail10notetoread“REUSEEXISTINGBLOCKINGORPROVIDENEWBLOCKINGASREQUIRED.”
I. SheetA8.91:REVISEdetail5notetoread“6”COLD‐FORMEDSTUDSTOANCHOR
OPERABLEPARTITIONTOEXISTINGSTRUCTUREABOVE.”
J. SheetA10.00:REVISEdetail2perattachedsketchA1000‐01.
K. SheetA11.11:REVISEdetail1perattachedsketchA1111‐01.2. MechanicalDrawings
A. SheetMD1.00:ADDnote“DISCONNECTANDREMOVESECTIONOFSTEAMAND
CONDENSATEPIPINGFORNEWBRANCHCONNECTION.”fornewRAD‐1030.3onnorthwallofRoom1030.
B. SheetsMD1.10:REMOVEthreeradiatorslocatedonwestwallandoneradiatorinmiddleonnorthwallofHOSPITALITY(FOUNDATIONROOM).
C. SheetM2.00:ADDnew1‐1/4”steamand3/4”lowpressurecondensatepipingto
RAD‐1030.3inRoom1030.
D. SheetM2.10:REMOVEradiatoronwestwall.MODIFYtagsforradiatorslocatedinCLASSROOM1030.RefertoM2.10foradditionalinformation.
E. SheetM5.00:CondensingUnitSchedule:MODIFYelectricalinformationforCU‐1.
RadiationSchedule:MODIFYRAD‐1030.1,RAD‐1030.2&RAD‐1030.3.REMOVERAD‐1030.4,RAD‐1030.5&RAD‐1030.6.Grilles,Registers&Diffusers:MODIFYRG‐2.RefertoM5.00foradditionalinformation.
3. PlumbingDrawingsA. SheetP1.10:MODIFYPlumbingfixturetagsinMEN’STOILETROOM1112.Add
plumbingpipingtoMB‐1onsecondfloorSTORAGEROOM2019.RefertoP1.10foradditionalinformation.
B. SheetP1.20:ADDMB‐1andWH‐1tonorth‐westcornerofSTORAGEROOM2019.Tieinventpipingtoriserupthruroof.
4. ElectricalDrawings
Page 3 of 6
A. SheetE1.10:
1) REVISEfixturelocationstomatchArchitect’sRCP.2) REVISEF1inELEVATORMACHINEROOM1043tonormalbranchluminaire(noshade),andmodifycircuitfrom“LSC1L1‐20”to“R1L1‐20”.
B. SheetE1.20:1) REVISEfixturelocationstomatchArchitect’sRCPinSTORAGE2019.2) ADDkeynote#6toread:ALLELECTRICALEQUIPMENTONNORTHWALLOFSTORAGE2019SHALLNOTBEINSTALLEDWITHIN4'‐0"OFMOPBASIN.
3) ADDkeynote#6toroomSTORAGE2019.
C. SheetE2.101) REVISEreceptaclecircuitinELEVATORMACHINEROOM1043.2) REVISEreceptaclelocationinINTERROGATIONROOM1026.3) REVISEreceptaclelocationinINTERROGATIONROOM1027.4) REVISEreceptaclelocationinINTERROGATIONROOM1028.5) REVISEcircuitforreceptaclealongcolumnline8inCORRIDOR1116.6) REVISEcircuitforreceptaclealongcolumnline8inCORRIDOR1126.7) ADDcircuittoelectricalconnectionforCH‐2inVESTIBULE1125.8) ADDcircuittoelectricalconnectionforCH‐1inVESTIBULE1119.9) ADDelectricalconnectionforhanddryer,sink,andtoiletinUNI‐SEXTOILET1127.REVISEreceptaclelocationtonorthwall.
10) ADDelectricalconnectionforhanddryerandsinkinLACTATIONROOM1128.REVISElocationandmountingheightofreceptacleonwestwall.
11) REVISEcircuitforWH‐1inJANITOR1117.
D. SheetE2.20:1) REVISEcircuitforreceptaclealongcolumnlineKinBAR2110from“R2L3‐6”to“EQR0L1‐1”.
2) ADDelectricalconnectionforWH‐1inSTORAGE2019andcircuitto“DP‐R0H1‐6”.
3) REVISEduplexreceptaclesonnorthwallandwestwalltoGFIduplexreceptacles.
4) REVISElocationofBALLROOMLIGHITNGDIMMINGPANELandPANEL‘R2L3’.5) ADDkeynote#5toread:ALLELECTRICALEQUIPMENTONNORTHWALLOFSTORAGE2019SHALLNOTBEINSTALLEDWITHIN4'‐0"OFMOPBASIN.
6) ADDkeynote#5toroomSTORAGE2019.
E. SheetE2.30:1) REVISElocationofelectricalconnectionforrefrigerationracktomatchArchitect’slocationshownonA3.01.Addkeynote#3toelectricalconnection.
2) ADDkeynote#3toread:CONNECTREFRIGERATIONRACKTOPANEL'EQC3L1'LOCATEDINELECTRICALCLOSET3103INCITYCENTER.PROVIDEANEW80A/3PCIRCUITBREAKER.USE3#4AND1#8GNDIN1"C.MATCHEXISTINGTYPEANDRATINGS.
F. SheetE4.00:1) ADDtwo(2)25A/3Pcircuitbreakersto“DP‐R0H1”fortwo(2)WH‐1.Feedersshallbe3#12&1#12in¾”C.Addkeynote#5tobothbreakers.
Page 4 of 6
2) ADDkeynote#5toread:PROVIDELOCKABLECIRCUITBREAKER.3) ADDtwo(2)50A/3Pcircuitbreakersto“DP‐R0H1”asspares.4) REVISE“DP‐R0H1‐1”feederconduitsizeto¾”C.5) ADDtwo(2)200A/3Pcircuitbreakersto“DP‐R0L1”asspares.
G. SheetE6.10:1) ADDpanelnotetoallpanelsstating“UNLESSNOTEDOTHERWISE,ALLCIRCUITSSHALLHAVE2#12&1#12GNDIN3/4”C.USE#10FORCIRCUITHOMERUNLENGTHSOVER75FEET.”
2) REVISEcircuitbreakersizeof“R1L1‐21”toa15A/1P.3) REVISEcircuitbreakersizeof“R1L2‐19”toa15A/1P.4) ADDeight(8)20A/1Pcircuitbreakersassparesonpanels“R1L3”,“R1L1”,and“R2L2”.
5) ADDfive(5)20A/1Pcircuitbreakersassparesonpanel“R0L1”and“R2L3”.6) ADDtwo(2)20A/1Pcircuitbreakersassparesonpanel“R1L2”.
H. SheetE6.11:1) ADDpanelnoteto“EQC1H1”AND“EQR0L1”stating“UNLESSNOTEDOTHERWISE,ALLCIRCUITSSHALLHAVE2#12&1#12GNDIN3/4”C.USE#10FORCIRCUITHOMERUNLENGTHSOVER75FEET.”
2) ADDpanelnoteto“EQC1H1”stating“EXISTINGPANEL–CONTRACTORSHALLFIELDVERIFYALLPANELCHARACTERISTICSANDEXISTINGCIRCUITBREAKERSANDLOADS.”
3) ADDnine(9)20A/1Pcircuitbreakersassparesonpanel“EQR0L1”.4) ADD20A/1Pcircuitbreakerto“EQR0L1‐1”.
5. TechnologyDrawings
A. SheetT1.10:
1) ADDCardReaderrough‐inandwiringtoStorageroom1044.2) ADDCardReaderrough‐inandwiringtoElevatorMachineRoom1043.3) ADDCardReaderrough‐inandwiringtoCorridor1129.4) ADDCardReaderrough‐inandwiringtoStorageRoom1025.5) ADDCardReaderrough‐inandwiringtoStorageRoom1045.6) ADDCardReaderrough‐inandwiringtoKitchenStorage1040.
B. SheetT1.201) ADDCardReaderrough‐inandwiringtoBallroom2020southernmostdoor.
C. SheetT4.001) REVISECONTROLLEDSECURITYSCHEME(CSS)TYPESCHEDULE
D. SheetT5.001) REVISEGENERALTECHNOLOGYEQUIPMENTSCHEDULE
6. FoodService
A. FSE1,FSE2,FSE3,FSE4,FSE5:ADDtheattachedsheetstothedrawingset.
Page 5 of 6
QUESTIONSSUBMITTED:ScopeandBiddingRequirements
1. FSE1‐5drawingsaremissingfromtheplansetbutareincludedinthetableofcontents.Pleaseprovidethesedrawings.ThedrawingsareprovidedaspartofAddendum2.
EndofAddendum#2
AddendumNo.2 Page5of6Attachments:1. Drawings:
A. Architectural:AD1.11,AD121‐01,AD2.11,AD221‐01,AD9.01,A121‐01,A9.01,A9.02,A9.03,A1000‐01,A1111‐01,A11.21
B. Mechanical:M2.10,M5.00C. Plumbing:P1.10D. Electrical:E2.10E. Technology:T1.10,T1.20,T4.00,T5.00F. FoodService:FSE1,FSE2,FSE3,FSE4,FSE5
Page 6 of 6
AddendumNo.2 Page6of6
DATE: February26,2016
TO: ProspectiveRespondentsSUBJECT: AddendumNo.2PROJECTNAME: RenaissanceCenterInteriorRenovationsJJCPROJECTNO.: B16008
ThisAddendumformsapartoftheBiddingandContractDocumentsandmodifiestheoriginalbiddingdocumentaspostedontheJJCwebsite.Acknowledgereceiptofthisaddendumasinstructedonthelastpage.FAILURETODOSOMAYSUBJECTBIDDERTODISQUALIFICATION.
Issuedby:
JaniceReedusDirectorofBusiness&AuxiliaryServicesJolietJuniorCollege815.280.6643
IacknowledgereceiptofAddendum#2 CompanyName
PrintedName Title Signature
DN
DN
UP
UP
DN
W1 W2
W1 W2
F1
F8
F4
F8 B1 M6
F8 BX WX
F8 B1
F6
F6F5
F6
M1
W9
W9
AD9.012
AD9.01 3
54321 1.2 6 7 8 9 9.5 10 10.8 11 12
Q
P
O
M
L
K
I
G
J
H
F
D
C
B
A
E
N
HOSPITALITY(FOUNDATION
ROOM)
LIQUORSTORAGE
MEN'STOILET
ELEV.MACHINE
ROOM
CUSTODIALOFFICE
STORAGE
CLASSROOM(AMOCOROOM)
STORAGE(VENETIAN
ROOM)
MECHANICAL
STORAGE
FREEZER
COOLER
MECHANICALROOM
COATROOM
VESTIBULE
WOMEN'STOILETROOM
ATRIUM(GARDEN
ROOM)
DRY GOODSSTORAGE
BAKING &PASTRY LAB
MECHANICALROOM
STORAGE
DINING(NAPOLEON
ROOM)
DINING (LAPARISENNE
ROOM)EQUIPMENT
PRODUCTIONLAB
OFFICE FREEZER
COOLER
RENAISSANCE CENTERRENOVATIONS
CITY CENTER(N.I.C.)
F3
W6
W6W6
W3
W5
M1
W2
M2
M1
M3M12
M4M1
M4M1
M4M1
M5
M4
M6
M6
M6
M6
M6
W3
F6F6
F9F9
F9
F3
F3
F6PAVERS TO REMAIN
F8 F4
F4
F8
F8
F4
F8
F8 B1
B1
F8 B1
F4
F8
F6 F8
F6 B1
F6
F8
F8
F4
AD4.01
1
W10 W10
W11
W11
M7
W12
W11
AD9.01 4
F2
EXISTING HOTEL TOBE DEMOLISHED ASPART OF ALTERNATEBID #1. REFER TO SITEPHASING PLAN, SHEETAS1.00
EXISTING STAIR TOWER TO BEDEMOLISHED AS PART OF
ALTERNATE BID #1. REFER TOPHASING PLAN, SHEET AS1.00
M10
F6F6
REFER TO SITE PHASINGPLAN, SHEET AS1.00
W15
W15
EXISTINGBALLROOM FOOD
STORAGE-NOT IN CONTRACT
M13
M13
W17
W17
W17
F9
F9
F9
F9
EXISTING MUSEUM-NOT IN CONTRACT
W11
M15M15
M15
M15
M15
M15 M15
W11
B3 B3
W18W18
M16
W17
M15
W15
W15
F10
F10
F10
W11
W11
W3
F6
M15M15M15M15
M15
M15
M15
DEMO FLOOR PLAN SYMBOLS LEGEND:
DEMO FLOOR PLAN GENERAL NOTES:
NOTE: REFER TO M.E.P.F.P. DRAWINGS FOR ADDITIONAL INFORMATION ON MECHANICAL,ELECTRICAL, AND FIRE PROTECTION SYSTEMS
GYPSUM BOARD OR PLASTER PARTITION TO BE REMOVED
CMU PARTITION TO BE REMOVED
FRAME AND DOOR TO BE REMOVED, SALVAGE HARDWARETO OWNER
1. PRIOR TO AND DURING ANY DEMOLITION THE CONTRACTOR SHALL VERIFY ANDMAINTAIN THE BUILDING’S STRUCTURAL INTEGRITY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITON AS REQUIRED TOINSTALL ALL NEW WORK. REPAIR, PATCH AND FINISH EXISTING FLOORS, WALLS ANDCEILINGS DESIGNATED TO REMAIN TO MATCH EXISTING CONDITIONS.
3. REMOVE ALL HANGERS, SUSPENSION SYSTEMS, SUPPORT FRAMING, EQUIPMENTPADS, ANCHORS, ATTACHEMENT HARDWARE AND RELATED APPURTANCESCONNECTED WITH THE WORK TO BE DEMOLISHED. IF COMPLETE REMOVAL IS NOTPOSSIBLE, CUT DEVICES AS CLOSE AS POSSIBLE TO ADJOINING SURFACES OR ORIGINOF SUPPORT.
4. DURING THE BIDDING PERIOD, EACH BIDDING CONTRACTOR SHALL VISIT THE SITE ANDTHE FACILITY TO DETERMINE EXISTING CONDITIONS. CONTRACTOR’S FAILURE TOREASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONSAND THE WORK INVOLVED THEREBY SHALL NOT BE JUSTIFICATION FOR ADDITIONALCOMPENSATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
5. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS, AND ACCESSORIES WHICH ARE TOREMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED AND PLACED INTOPROPER OPERATIONS IN ALL MODES WITH THE ORIGINAL SYSTEM.
6. WHEN TEMPORARY SHORING AND BRACING IS REQUIRED, CONTRACTOR SHALLRETAIN AND PAY FOR THE SERVICES OF A PROFESSIONAL ENGINEER- LICENSED TOPRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN AND PREPAREDETAILED DRAWINGS.
7. CONTRACTOR SHALL COORDINATE SCHEDULE OF DEMOLITION WORK WITH THEOVERALL PHASING PLAN. ALL AREAS SURROUNDING EACH PHASE OFDEMOLITION/CONSTRUCTION WILL BE OCCUPIED BY THE OWNER DURING THEOWNER’S NORMAL BUSINESS HOURS. DEMOLITION WORK SHALL NOTE ENCUMBERTHE USE OF EXISTING ADJACENT SPACES.
8. EACH CONTRACTOR SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOLITIONAND REMODELING WORK TO ASSURE THE ACCESSIBILITY AND SAFETY OF EQUIPMENTAND SYSTEMS IN SERVICE IN ORDER TO PROVIDE FOR THE TIMELY REMOVAL AND/ORRELOCATION OF EQUIPMENT, PIPING, ETC.
9. REMOVE ALL ABANDONED CONDUIT BOXES, CONDUCTORS, TELEPHONE LINES,ELECTRIC PANELS, AND ANY OTHER MISCELLANEOUS EQUIPMENT NOT REQUIREDFOR THE NEW FACILITY.
10. REMOVE ALL RECESSED FLOOR BOXES, WALKER DUCTS, FLOORS SINKS, HUB DRAINS,ELECTRICAL RECEPTACLES, ETC. AND FILL VOIDS AS REQUIRED.
11. REMOVE ALL DOOR STOPS AT ASSOCIATED DOORS TO BE DEMOLISHED.12. NO TOXIC SUBSTANCES HAVE BEEN NOTED ON THE SITE. SHOULD THE CONTRATOR
ENCOUNTER ANY ASBESTOS, ASBESTOS PRODUCTS, PCBs OR OTHER TOXICSUBSTANCES, THE CONTRACTOR SHOULD REPORT THIS IMMEDIATELY TO THEOWNER IN WRITING PRIOR TO CONTINUING WORK IN THIS AREA. WORK SHALL NOT BERESUMED EXCEPT BY WRITTEN AUTHORIZATION OR AGREEMENT.
13. ALL CONSTRUCTION DEBRIS AND EXCESS MATERIAL IS TO BE REMOVED BY THECONTRACTOR AT THE END OF EACH WORK DAY. THE JOB SITE IS TO BE LEFTSUFFICIENTLY CLEAN AS TO WARRANT OWNER’S APPROVAL.
14. REMOVE ALL CEILING SYSTEMS IN THEIR ENTIRETY, INCLUDING TILE, GRID,SUSPENSION WIRING, ANCHORS AND ALL ASSOCIATED APPURTENANCES.
15. CONTRACTOR SHALL SALVAGE ALL EXISTING CEILING TILES FOR POSSIBLE REUSE ORAS EXTRA STOCK FOR OWNER. SALVAGE ONLY UN-CUT TILES WITH NO VISIBLEDAMAGE. ONCE REMOVED, OWNER AND ARCHITECT WILL FIELD REVIEW ANDAPPROVE SALVAGED TILES PRIOR TO REUSE OR STORAGE.
16. REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING DEMOLITIONDRAWINGS FOR ALL MEP/FP AND CUTTING, PATCHING, AND REPAIR OF ASSOCIATEDARCHITECTURAL COMPONENTS AND FINISHES.
DEMO FLOOR PLAN REFERENCED NOTES: 1
FLOOR DEMOLITION KEYED NOTES:F1: REMOVE STAIR AND ENCLOSING WALLS. DETERMINE STRUCTURE FOR FLOOR OPENING AND
SHORE WHERE NECESSARY.F2: REMOVE STAIR IN ITS ENTIRETY ALONG WITH EXTERIOR WALLS, ROOF, AND FOUNDATION
FOR STAIR ENCLOSURE AS PART OF ALTERNATE BID #1 - REFER TO AD0.01 FOR MOREINFORMATION
F3: DEMO ALL TILE FLOOR FINISH DOWN TO ORIGINAL SUBFLOORING.F4: DEMO TERRAZZO FLOOR DOWN TO ORIGINAL SUBFLOORING.F5: REMOVE RESILIENT FLOORING IN ITS ENTIRETY.F6: REMOVE CARPET FLOORING IN ITS ENTIRETY.F7: REMOVE HARDWOOD FLOOR IN ITS ENTIRETY.F8: REMOVE VCT IN ITS ENTIRETY.F9: EXISTING FLOORING IN THIS AREA WILL BE REMOVED BY REMDIATION CONTRACTOR
PRIOR TO CONTRUCTION. REMOVAL OF FLOORING IS NOT IN CONTRACT.F10: REMOVE RUBBER BASE
BASE DEMOLITION KEYED NOTES:B1: REMOVE RESILIENT WALL BASE.B2: REMOVE TILE WALL BASE.B3: REMOVE PLASTER WALL BASE
WALL DEMOLITION KEYED NOTES:W1: REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW OPENING. SHORE AND SUPPORT
WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W2: REMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL FOR NEW OPENING. SHORE AND
SUPPORT WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W3: REMOVE PORTION OF EXISTING INTERIOR PARITION FOR NEW OPENING.W4: REMOVE COLUMN COVER MATERIAL AND STRUCTURE DOWN TO THE ORIGINAL PLASTER
COLUMN FINISH.W5: REMOVE STOREFRONT SYSTEM IN ITS ENTIRETY.W6: REMOVE OPERABLE PARTITION WALL, TRACKS, AND HARDWARE.W7: REMOVE METAL LOCKERS.W8: REMOVE WOOD DOOR AND SIDELIGHTS, TRANSOMS AND SHUTTERS IN THEIR ENTIRETYW9: REMOVE INTERIOR WINDOW AND FRAME.W10: REMOVE BRICK WAINSCOTT AND SILL AT INSIDE OF WALLW11: REMOVE WALL COVERING, WAINSCOTTING, CHAIRRAIL AND WINDOW CASING AT ENTIRE
WALL. EXISTING WALL CONSTRUCTION TO REMAIN.W12: REMOVE PORTION OF EXISTING MASONRY WALL AS SHOWN. EXACT LOCATION TO BE
DETERMINED BASED ON LOCATION OF EXISTING VISIBLE PLASTER LINE.W13: REMOVE WALL OR PORTION OF WALL UNDER ALTERNATE BID #1. SHORE AND SUPPORT WALL
STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W14: REMOVE DOOR UNDER ALTERNATE BID #1.W15: REMOVE ALL EXISTING WALL TILE IN ROOM ON ANY EXISTING WALLS TO REMAIN IN ITS
ENTIRETYW16: REMOVE PLASTER FROM EXISTING WALL FACE.W17: REMOVE PORTION OF EXISTING THREE HOUR FIRE RATED GYP BD AND METAL STUD
PARTITION IN THE ADJACENT CITY CENTER BUILDING FOR NEW DOOR(S). COORDINATEWORK WITH CITY CENTER CONTRACTOR.
W18: REMOVE BOARD AND BATTEN.W19: REMOVE CROWN MOLDING.W20: REMOVE WALLCOVERING IN ITS ENTIRETY.
CEILING DEMOLITION KEYED NOTES:C1: REMOVE SUSPENDED CEILING SYSTEM AND ALL LIGHTS AND DIFFUSERS IN THEIR
ENTIRETY.C2: REMOVE PENDANT LIGHT FIXTUREC3: REMOVE EXISTING HARD CEILING IN ITS ENTIRETY.C4: REMOVE CEILING FAN.C5: EXISTING WOOD TRIM CEILING TO REMAIN.C6: EXISTING PLASTER CEILING TO REMAIN.C7: EXISTING WOOD TRIM AND PLASTER CEILING TO REMAIN.C8: REMOVE CORBEL.C9: REMOVE CROWN MOLDING AROUND PERIMETER OF ROOM.
MISCELLANEOUS DEMOLITION KEYED NOTES:M1: REMOVE ALL MILLWORK AND/ OR CASEWORK IN ITS ENTIRETY.M2: REMOVE METAL FENCE, GATE, HARDWARE, AND STORAGE RACKS.M3: REMOVE HANDRAIL IN ITS ENTIRETYM4: REMOVE TOILET PARTITIONS AND PLUMBING FIXTURES IN THEIR ENTIRETY.M5: REMOVE WALK IN SAFE IN ITS ENTIRETYM6: REMOVE ALL EXISTING KITCHEN CASEWORK, COUNTERTOPS, AND EQUIPMENT WITHIN
ROOM.M7: REMOVE EXISTING FOUNTAIN, CONC. PLANTER, AND BASE IN ITS ENTIRETYM8: REMOVE EXISTING SHUTTERSM9: REMOVE BAR TOP AND BAR BASE CABINETS AND SINKS IN THEIR ENTIRETY. FRONT BAR
PANELS TO BE RETAINED AND REFINISHED FOR REINSTALLATION.M10: REMOVE EXISTING RAMP.M11: REMOVE EXISTING SHUDDERS AT THIS OPENING AND REINSTALL IN NEW LOCATION IN
BALLROOM - REFER TO NEW WORK PLANS FOR LOCATIONSM12: REMOVE HANDRAILS IN THEIR ENTIRETY. PATCH AND REPAIR ANY HOLES IN EXISTING
WALLS AND PAINT TO MATCH ADJACENT. PATCH ANY REMAINING HOLES NOT USED FORNEW HANDRAILS IN STAIR AND SIDEWALK PAVING.
M13: REMOVE EXISTING EQUIPMENT.M14: REMOVE AND RETAIN EXISTING SHUTTERS.M15: REMOVE WINDOW TREATMENTSM16: SALVAGE PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, MIRRORS AND GRAB
BARS.M17: REMOVE WOOD SHUTTERS AND EXISTING WROUGHT IRON RAILING.
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:30:33 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
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CO
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214 N
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TH
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TA
WA
ST
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ET
JO
LIE
T, I
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0432
14-0
25
AD1.11
LEVEL 01 DEMOLITIONPLAN
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
N
1/8" = 1'-0"1 DEMO LEVEL 01
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
2
2
2
DN
AV ROOM
STORAGE
MEN'STOILET
WOMEN'STOILET
F6
F6
F5
F6
F6
W8
W8
W12
M4TYPM4
TYP
M1
M1
M4
M4
F2
W13W14
W13
W16
M16
M16
W20
B2
W20
B2
2
PROJECT:
DATE:
REF SHEET:
Addendum 2
02.26.16RENAISSANCE CENTERRENOVATION
JOLIET JUNIOR COLLEGE
AD121-01
14-025
AD1.21
DEMO FLOOR PLAN SYMBOLS LEGEND:
DEMO FLOOR PLAN GENERAL NOTES:
NOTE: REFER TO M.E.P.F.P. DRAWINGS FOR ADDITIONAL INFORMATION ON MECHANICAL,ELECTRICAL, AND FIRE PROTECTION SYSTEMS
GYPSUM BOARD OR PLASTER PARTITION TO BE REMOVED
CMU PARTITION TO BE REMOVED
FRAME AND DOOR TO BE REMOVED, SALVAGE HARDWARETO OWNER
1. PRIOR TO AND DURING ANY DEMOLITION THE CONTRACTOR SHALL VERIFY ANDMAINTAIN THE BUILDING’S STRUCTURAL INTEGRITY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITON AS REQUIRED TOINSTALL ALL NEW WORK. REPAIR, PATCH AND FINISH EXISTING FLOORS, WALLS ANDCEILINGS DESIGNATED TO REMAIN TO MATCH EXISTING CONDITIONS.
3. REMOVE ALL HANGERS, SUSPENSION SYSTEMS, SUPPORT FRAMING, EQUIPMENTPADS, ANCHORS, ATTACHEMENT HARDWARE AND RELATED APPURTANCESCONNECTED WITH THE WORK TO BE DEMOLISHED. IF COMPLETE REMOVAL IS NOTPOSSIBLE, CUT DEVICES AS CLOSE AS POSSIBLE TO ADJOINING SURFACES OR ORIGINOF SUPPORT.
4. DURING THE BIDDING PERIOD, EACH BIDDING CONTRACTOR SHALL VISIT THE SITE ANDTHE FACILITY TO DETERMINE EXISTING CONDITIONS. CONTRACTOR’S FAILURE TOREASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONSAND THE WORK INVOLVED THEREBY SHALL NOT BE JUSTIFICATION FOR ADDITIONALCOMPENSATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
5. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS, AND ACCESSORIES WHICH ARE TOREMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED AND PLACED INTOPROPER OPERATIONS IN ALL MODES WITH THE ORIGINAL SYSTEM.
6. WHEN TEMPORARY SHORING AND BRACING IS REQUIRED, CONTRACTOR SHALLRETAIN AND PAY FOR THE SERVICES OF A PROFESSIONAL ENGINEER- LICENSED TOPRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN AND PREPAREDETAILED DRAWINGS.
7. CONTRACTOR SHALL COORDINATE SCHEDULE OF DEMOLITION WORK WITH THEOVERALL PHASING PLAN. ALL AREAS SURROUNDING EACH PHASE OFDEMOLITION/CONSTRUCTION WILL BE OCCUPIED BY THE OWNER DURING THEOWNER’S NORMAL BUSINESS HOURS. DEMOLITION WORK SHALL NOTE ENCUMBERTHE USE OF EXISTING ADJACENT SPACES.
8. EACH CONTRACTOR SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOLITIONAND REMODELING WORK TO ASSURE THE ACCESSIBILITY AND SAFETY OF EQUIPMENTAND SYSTEMS IN SERVICE IN ORDER TO PROVIDE FOR THE TIMELY REMOVAL AND/ORRELOCATION OF EQUIPMENT, PIPING, ETC.
9. REMOVE ALL ABANDONED CONDUIT BOXES, CONDUCTORS, TELEPHONE LINES,ELECTRIC PANELS, AND ANY OTHER MISCELLANEOUS EQUIPMENT NOT REQUIREDFOR THE NEW FACILITY.
10. REMOVE ALL RECESSED FLOOR BOXES, WALKER DUCTS, FLOORS SINKS, HUB DRAINS,ELECTRICAL RECEPTACLES, ETC. AND FILL VOIDS AS REQUIRED.
11. REMOVE ALL DOOR STOPS AT ASSOCIATED DOORS TO BE DEMOLISHED.12. NO TOXIC SUBSTANCES HAVE BEEN NOTED ON THE SITE. SHOULD THE CONTRATOR
ENCOUNTER ANY ASBESTOS, ASBESTOS PRODUCTS, PCBs OR OTHER TOXICSUBSTANCES, THE CONTRACTOR SHOULD REPORT THIS IMMEDIATELY TO THEOWNER IN WRITING PRIOR TO CONTINUING WORK IN THIS AREA. WORK SHALL NOT BERESUMED EXCEPT BY WRITTEN AUTHORIZATION OR AGREEMENT.
13. ALL CONSTRUCTION DEBRIS AND EXCESS MATERIAL IS TO BE REMOVED BY THECONTRACTOR AT THE END OF EACH WORK DAY. THE JOB SITE IS TO BE LEFTSUFFICIENTLY CLEAN AS TO WARRANT OWNER’S APPROVAL.
14. REMOVE ALL CEILING SYSTEMS IN THEIR ENTIRETY, INCLUDING TILE, GRID,SUSPENSION WIRING, ANCHORS AND ALL ASSOCIATED APPURTENANCES.
15. CONTRACTOR SHALL SALVAGE ALL EXISTING CEILING TILES FOR POSSIBLE REUSE ORAS EXTRA STOCK FOR OWNER. SALVAGE ONLY UN-CUT TILES WITH NO VISIBLEDAMAGE. ONCE REMOVED, OWNER AND ARCHITECT WILL FIELD REVIEW ANDAPPROVE SALVAGED TILES PRIOR TO REUSE OR STORAGE.
16. REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING DEMOLITIONDRAWINGS FOR ALL MEP/FP AND CUTTING, PATCHING, AND REPAIR OF ASSOCIATEDARCHITECTURAL COMPONENTS AND FINISHES.
54321 1.2 6 7 8 9 9.5 10 10.8 11 12
Q
P
O
M
L
K
I
G
J
H
F
D
C
B
A
E
N
HOSPITALITY(FOUNDATION
ROOM)
LIQUORSTORAGE
MEN'STOILET
ELEV.MACHINE
ROOM
CUSTODIALOFFICE
STORAGE
CLASSROOM(AMOCOROOM)
STORAGE(VENETIAN
ROOM)
MECHANICAL
STORAGE
FREEZER
COOLER
MECHANICALROOM
COATROOM
VESTIBULE
WOMEN'STOILETROOM
ATRIUM(GARDEN
ROOM)
DRY GOODSSTORAGE
BAKING &PASTRY LAB
MECHANICALROOM
STORAGE
DINING(NAPOLEON
ROOM)
DINING (LAPARISENNE
ROOM)EQUIPMENT
PRODUCTIONLAB
OFFICE FREEZER
COOLER
OPEN TO ABOVE
C2
C2C2
C2 C2
C1
C1
C1
C1
C1C1
C1
C1
C1
C1
C1
C1
C1C1
C1
C1
C1
C1
C1
C2 TYP FOR 9
C1
C4C4
C2 TYP FOR 6
C4
C4
EXISTING MUSEUM -NOT IN CONTRACT
RENAISSANCE CENTERRENOVATIONS
CITY CENTER(N.I.C.)
C5
C6
C7
C5
C5
C5
EXISTINGBALLROOM FOOD
STORAGE-NOT IN CONTRACT
C8
C9
C9C9
C9
M13
M13
DEMO FLOOR PLAN REFERENCED NOTES: 1
FLOOR DEMOLITION KEYED NOTES:F1: REMOVE STAIR AND ENCLOSING WALLS. DETERMINE STRUCTURE FOR FLOOR OPENING AND
SHORE WHERE NECESSARY.F2: REMOVE STAIR IN ITS ENTIRETY ALONG WITH EXTERIOR WALLS, ROOF, AND FOUNDATION
FOR STAIR ENCLOSURE AS PART OF ALTERNATE BID #1 - REFER TO AD0.01 FOR MOREINFORMATION
F3: DEMO ALL TILE FLOOR FINISH DOWN TO ORIGINAL SUBFLOORING.F4: DEMO TERRAZZO FLOOR DOWN TO ORIGINAL SUBFLOORING.F5: REMOVE RESILIENT FLOORING IN ITS ENTIRETY.F6: REMOVE CARPET FLOORING IN ITS ENTIRETY.F7: REMOVE HARDWOOD FLOOR IN ITS ENTIRETY.F8: REMOVE VCT IN ITS ENTIRETY.F9: EXISTING FLOORING IN THIS AREA WILL BE REMOVED BY REMDIATION CONTRACTOR
PRIOR TO CONTRUCTION. REMOVAL OF FLOORING IS NOT IN CONTRACT.F10: REMOVE RUBBER BASE
BASE DEMOLITION KEYED NOTES:B1: REMOVE RESILIENT WALL BASE.B2: REMOVE TILE WALL BASE.B3: REMOVE PLASTER WALL BASE
WALL DEMOLITION KEYED NOTES:W1: REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW OPENING. SHORE AND SUPPORT
WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W2: REMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL FOR NEW OPENING. SHORE AND
SUPPORT WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W3: REMOVE PORTION OF EXISTING INTERIOR PARITION FOR NEW OPENING.W4: REMOVE COLUMN COVER MATERIAL AND STRUCTURE DOWN TO THE ORIGINAL PLASTER
COLUMN FINISH.W5: REMOVE STOREFRONT SYSTEM IN ITS ENTIRETY.W6: REMOVE OPERABLE PARTITION WALL, TRACKS, AND HARDWARE.W7: REMOVE METAL LOCKERS.W8: REMOVE WOOD DOOR AND SIDELIGHTS, TRANSOMS AND SHUTTERS IN THEIR ENTIRETYW9: REMOVE INTERIOR WINDOW AND FRAME.W10: REMOVE BRICK WAINSCOTT AND SILL AT INSIDE OF WALLW11: REMOVE WALL COVERING, WAINSCOTTING, CHAIRRAIL AND WINDOW CASING AT ENTIRE
WALL. EXISTING WALL CONSTRUCTION TO REMAIN.W12: REMOVE PORTION OF EXISTING MASONRY WALL AS SHOWN. EXACT LOCATION TO BE
DETERMINED BASED ON LOCATION OF EXISTING VISIBLE PLASTER LINE.W13: REMOVE WALL OR PORTION OF WALL UNDER ALTERNATE BID #1. SHORE AND SUPPORT WALL
STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W14: REMOVE DOOR UNDER ALTERNATE BID #1.W15: REMOVE ALL EXISTING WALL TILE IN ROOM ON ANY EXISTING WALLS TO REMAIN IN ITS
ENTIRETYW16: REMOVE PLASTER FROM EXISTING WALL FACE.W17: REMOVE PORTION OF EXISTING THREE HOUR FIRE RATED GYP BD AND METAL STUD
PARTITION IN THE ADJACENT CITY CENTER BUILDING FOR NEW DOOR(S). COORDINATEWORK WITH CITY CENTER CONTRACTOR.
W18: REMOVE BOARD AND BATTEN.W19: REMOVE CROWN MOLDING.W20: REMOVE WALLCOVERING IN ITS ENTIRETY.
CEILING DEMOLITION KEYED NOTES:C1: REMOVE SUSPENDED CEILING SYSTEM AND ALL LIGHTS AND DIFFUSERS IN THEIR
ENTIRETY.C2: REMOVE PENDANT LIGHT FIXTUREC3: REMOVE EXISTING HARD CEILING IN ITS ENTIRETY.C4: REMOVE CEILING FAN.C5: EXISTING WOOD TRIM CEILING TO REMAIN.C6: EXISTING PLASTER CEILING TO REMAIN.C7: EXISTING WOOD TRIM AND PLASTER CEILING TO REMAIN.C8: REMOVE CORBEL.C9: REMOVE CROWN MOLDING AROUND PERIMETER OF ROOM.
MISCELLANEOUS DEMOLITION KEYED NOTES:M1: REMOVE ALL MILLWORK AND/ OR CASEWORK IN ITS ENTIRETY.M2: REMOVE METAL FENCE, GATE, HARDWARE, AND STORAGE RACKS.M3: REMOVE HANDRAIL IN ITS ENTIRETYM4: REMOVE TOILET PARTITIONS AND PLUMBING FIXTURES IN THEIR ENTIRETY.M5: REMOVE WALK IN SAFE IN ITS ENTIRETYM6: REMOVE ALL EXISTING KITCHEN CASEWORK, COUNTERTOPS, AND EQUIPMENT WITHIN
ROOM.M7: REMOVE EXISTING FOUNTAIN, CONC. PLANTER, AND BASE IN ITS ENTIRETYM8: REMOVE EXISTING SHUTTERSM9: REMOVE BAR TOP AND BAR BASE CABINETS AND SINKS IN THEIR ENTIRETY. FRONT BAR
PANELS TO BE RETAINED AND REFINISHED FOR REINSTALLATION.M10: REMOVE EXISTING RAMP.M11: REMOVE EXISTING SHUDDERS AT THIS OPENING AND REINSTALL IN NEW LOCATION IN
BALLROOM - REFER TO NEW WORK PLANS FOR LOCATIONSM12: REMOVE HANDRAILS IN THEIR ENTIRETY. PATCH AND REPAIR ANY HOLES IN EXISTING
WALLS AND PAINT TO MATCH ADJACENT. PATCH ANY REMAINING HOLES NOT USED FORNEW HANDRAILS IN STAIR AND SIDEWALK PAVING.
M13: REMOVE EXISTING EQUIPMENT.M14: REMOVE AND RETAIN EXISTING SHUTTERS.M15: REMOVE WINDOW TREATMENTSM16: SALVAGE PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, MIRRORS AND GRAB
BARS.M17: REMOVE WOOD SHUTTERS AND EXISTING WROUGHT IRON RAILING.
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:32:44 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
AD2.11
CELING DEMO PLAN -LEVEL 01
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
N
1/8" = 1'-0"1 CEILING DEMO PLAN - LEVEL 01
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
2
2
2
AV ROOM
STORAGE
MEN'STOILET
WOMEN'STOILET
C1
C1
C1
C2
C2
C3
1
A6.02
C5
C2
2
PROJECT:
DATE:
REF SHEET:
Addendum 2
02.26.16RENAISSANCE CENTERRENOVATION
JOLIET JUNIOR COLLEGE
AD221-01
14-025
AD2.21
RC LOW ROOF14' - 0"
LEVEL 0211' - 0 1/2"
RC UPPER ROOF24' - 0"
P O M L K I GJ H F D C BEN
W2 W2W2
M11 M14 M14M11
LEVEL 010' - 0"
LEVEL 0211' - 0 1/2"
QPOM N
M1
LEVEL 010' - 0"
RC LOW ROOF14' - 0"
LEVEL 0211' - 0 1/2"
D C B AE
M1
C7
DEMO FLOOR PLAN SYMBOLS LEGEND:
DEMO FLOOR PLAN GENERAL NOTES:
NOTE: REFER TO M.E.P.F.P. DRAWINGS FOR ADDITIONAL INFORMATION ON MECHANICAL,ELECTRICAL, AND FIRE PROTECTION SYSTEMS
GYPSUM BOARD OR PLASTER PARTITION TO BE REMOVED
CMU PARTITION TO BE REMOVED
FRAME AND DOOR TO BE REMOVED, SALVAGE HARDWARETO OWNER
1. PRIOR TO AND DURING ANY DEMOLITION THE CONTRACTOR SHALL VERIFY ANDMAINTAIN THE BUILDING’S STRUCTURAL INTEGRITY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITON AS REQUIRED TOINSTALL ALL NEW WORK. REPAIR, PATCH AND FINISH EXISTING FLOORS, WALLS ANDCEILINGS DESIGNATED TO REMAIN TO MATCH EXISTING CONDITIONS.
3. REMOVE ALL HANGERS, SUSPENSION SYSTEMS, SUPPORT FRAMING, EQUIPMENTPADS, ANCHORS, ATTACHEMENT HARDWARE AND RELATED APPURTANCESCONNECTED WITH THE WORK TO BE DEMOLISHED. IF COMPLETE REMOVAL IS NOTPOSSIBLE, CUT DEVICES AS CLOSE AS POSSIBLE TO ADJOINING SURFACES OR ORIGINOF SUPPORT.
4. DURING THE BIDDING PERIOD, EACH BIDDING CONTRACTOR SHALL VISIT THE SITE ANDTHE FACILITY TO DETERMINE EXISTING CONDITIONS. CONTRACTOR’S FAILURE TOREASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONSAND THE WORK INVOLVED THEREBY SHALL NOT BE JUSTIFICATION FOR ADDITIONALCOMPENSATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
5. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS, AND ACCESSORIES WHICH ARE TOREMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED AND PLACED INTOPROPER OPERATIONS IN ALL MODES WITH THE ORIGINAL SYSTEM.
6. WHEN TEMPORARY SHORING AND BRACING IS REQUIRED, CONTRACTOR SHALLRETAIN AND PAY FOR THE SERVICES OF A PROFESSIONAL ENGINEER- LICENSED TOPRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN AND PREPAREDETAILED DRAWINGS.
7. CONTRACTOR SHALL COORDINATE SCHEDULE OF DEMOLITION WORK WITH THEOVERALL PHASING PLAN. ALL AREAS SURROUNDING EACH PHASE OFDEMOLITION/CONSTRUCTION WILL BE OCCUPIED BY THE OWNER DURING THEOWNER’S NORMAL BUSINESS HOURS. DEMOLITION WORK SHALL NOTE ENCUMBERTHE USE OF EXISTING ADJACENT SPACES.
8. EACH CONTRACTOR SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOLITIONAND REMODELING WORK TO ASSURE THE ACCESSIBILITY AND SAFETY OF EQUIPMENTAND SYSTEMS IN SERVICE IN ORDER TO PROVIDE FOR THE TIMELY REMOVAL AND/ORRELOCATION OF EQUIPMENT, PIPING, ETC.
9. REMOVE ALL ABANDONED CONDUIT BOXES, CONDUCTORS, TELEPHONE LINES,ELECTRIC PANELS, AND ANY OTHER MISCELLANEOUS EQUIPMENT NOT REQUIREDFOR THE NEW FACILITY.
10. REMOVE ALL RECESSED FLOOR BOXES, WALKER DUCTS, FLOORS SINKS, HUB DRAINS,ELECTRICAL RECEPTACLES, ETC. AND FILL VOIDS AS REQUIRED.
11. REMOVE ALL DOOR STOPS AT ASSOCIATED DOORS TO BE DEMOLISHED.12. NO TOXIC SUBSTANCES HAVE BEEN NOTED ON THE SITE. SHOULD THE CONTRATOR
ENCOUNTER ANY ASBESTOS, ASBESTOS PRODUCTS, PCBs OR OTHER TOXICSUBSTANCES, THE CONTRACTOR SHOULD REPORT THIS IMMEDIATELY TO THEOWNER IN WRITING PRIOR TO CONTINUING WORK IN THIS AREA. WORK SHALL NOT BERESUMED EXCEPT BY WRITTEN AUTHORIZATION OR AGREEMENT.
13. ALL CONSTRUCTION DEBRIS AND EXCESS MATERIAL IS TO BE REMOVED BY THECONTRACTOR AT THE END OF EACH WORK DAY. THE JOB SITE IS TO BE LEFTSUFFICIENTLY CLEAN AS TO WARRANT OWNER’S APPROVAL.
14. REMOVE ALL CEILING SYSTEMS IN THEIR ENTIRETY, INCLUDING TILE, GRID,SUSPENSION WIRING, ANCHORS AND ALL ASSOCIATED APPURTENANCES.
15. CONTRACTOR SHALL SALVAGE ALL EXISTING CEILING TILES FOR POSSIBLE REUSE ORAS EXTRA STOCK FOR OWNER. SALVAGE ONLY UN-CUT TILES WITH NO VISIBLEDAMAGE. ONCE REMOVED, OWNER AND ARCHITECT WILL FIELD REVIEW ANDAPPROVE SALVAGED TILES PRIOR TO REUSE OR STORAGE.
16. REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING DEMOLITIONDRAWINGS FOR ALL MEP/FP AND CUTTING, PATCHING, AND REPAIR OF ASSOCIATEDARCHITECTURAL COMPONENTS AND FINISHES.
DEMO FLOOR PLAN REFERENCED NOTES: 1
FLOOR DEMOLITION KEYED NOTES:F1: REMOVE STAIR AND ENCLOSING WALLS. DETERMINE STRUCTURE FOR FLOOR OPENING AND
SHORE WHERE NECESSARY.F2: REMOVE STAIR IN ITS ENTIRETY ALONG WITH EXTERIOR WALLS, ROOF, AND FOUNDATION
FOR STAIR ENCLOSURE AS PART OF ALTERNATE BID #1 - REFER TO AD0.01 FOR MOREINFORMATION
F3: DEMO ALL TILE FLOOR FINISH DOWN TO ORIGINAL SUBFLOORING.F4: DEMO TERRAZZO FLOOR DOWN TO ORIGINAL SUBFLOORING.F5: REMOVE RESILIENT FLOORING IN ITS ENTIRETY.F6: REMOVE CARPET FLOORING IN ITS ENTIRETY.F7: REMOVE HARDWOOD FLOOR IN ITS ENTIRETY.F8: REMOVE VCT IN ITS ENTIRETY.F9: EXISTING FLOORING IN THIS AREA WILL BE REMOVED BY REMDIATION CONTRACTOR
PRIOR TO CONTRUCTION. REMOVAL OF FLOORING IS NOT IN CONTRACT.F10: REMOVE RUBBER BASE
BASE DEMOLITION KEYED NOTES:B1: REMOVE RESILIENT WALL BASE.B2: REMOVE TILE WALL BASE.B3: REMOVE PLASTER WALL BASE
WALL DEMOLITION KEYED NOTES:W1: REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW OPENING. SHORE AND SUPPORT
WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W2: REMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL FOR NEW OPENING. SHORE AND
SUPPORT WALL STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W3: REMOVE PORTION OF EXISTING INTERIOR PARITION FOR NEW OPENING.W4: REMOVE COLUMN COVER MATERIAL AND STRUCTURE DOWN TO THE ORIGINAL PLASTER
COLUMN FINISH.W5: REMOVE STOREFRONT SYSTEM IN ITS ENTIRETY.W6: REMOVE OPERABLE PARTITION WALL, TRACKS, AND HARDWARE.W7: REMOVE METAL LOCKERS.W8: REMOVE WOOD DOOR AND SIDELIGHTS, TRANSOMS AND SHUTTERS IN THEIR ENTIRETYW9: REMOVE INTERIOR WINDOW AND FRAME.W10: REMOVE BRICK WAINSCOTT AND SILL AT INSIDE OF WALLW11: REMOVE WALL COVERING, WAINSCOTTING, CHAIRRAIL AND WINDOW CASING AT ENTIRE
WALL. EXISTING WALL CONSTRUCTION TO REMAIN.W12: REMOVE PORTION OF EXISTING MASONRY WALL AS SHOWN. EXACT LOCATION TO BE
DETERMINED BASED ON LOCATION OF EXISTING VISIBLE PLASTER LINE.W13: REMOVE WALL OR PORTION OF WALL UNDER ALTERNATE BID #1. SHORE AND SUPPORT WALL
STRUCTURE AND SECOND FLOOR STRUCTURE AS NECESSARY.W14: REMOVE DOOR UNDER ALTERNATE BID #1.W15: REMOVE ALL EXISTING WALL TILE IN ROOM ON ANY EXISTING WALLS TO REMAIN IN ITS
ENTIRETYW16: REMOVE PLASTER FROM EXISTING WALL FACE.W17: REMOVE PORTION OF EXISTING THREE HOUR FIRE RATED GYP BD AND METAL STUD
PARTITION IN THE ADJACENT CITY CENTER BUILDING FOR NEW DOOR(S). COORDINATEWORK WITH CITY CENTER CONTRACTOR.
W18: REMOVE BOARD AND BATTEN.W19: REMOVE CROWN MOLDING.W20: REMOVE WALLCOVERING IN ITS ENTIRETY.
CEILING DEMOLITION KEYED NOTES:C1: REMOVE SUSPENDED CEILING SYSTEM AND ALL LIGHTS AND DIFFUSERS IN THEIR
ENTIRETY.C2: REMOVE PENDANT LIGHT FIXTUREC3: REMOVE EXISTING HARD CEILING IN ITS ENTIRETY.C4: REMOVE CEILING FAN.C5: EXISTING WOOD TRIM CEILING TO REMAIN.C6: EXISTING PLASTER CEILING TO REMAIN.C7: EXISTING WOOD TRIM AND PLASTER CEILING TO REMAIN.C8: REMOVE CORBEL.C9: REMOVE CROWN MOLDING AROUND PERIMETER OF ROOM.
MISCELLANEOUS DEMOLITION KEYED NOTES:M1: REMOVE ALL MILLWORK AND/ OR CASEWORK IN ITS ENTIRETY.M2: REMOVE METAL FENCE, GATE, HARDWARE, AND STORAGE RACKS.M3: REMOVE HANDRAIL IN ITS ENTIRETYM4: REMOVE TOILET PARTITIONS AND PLUMBING FIXTURES IN THEIR ENTIRETY.M5: REMOVE WALK IN SAFE IN ITS ENTIRETYM6: REMOVE ALL EXISTING KITCHEN CASEWORK, COUNTERTOPS, AND EQUIPMENT WITHIN
ROOM.M7: REMOVE EXISTING FOUNTAIN, CONC. PLANTER, AND BASE IN ITS ENTIRETYM8: REMOVE EXISTING SHUTTERSM9: REMOVE BAR TOP AND BAR BASE CABINETS AND SINKS IN THEIR ENTIRETY. FRONT BAR
PANELS TO BE RETAINED AND REFINISHED FOR REINSTALLATION.M10: REMOVE EXISTING RAMP.M11: REMOVE EXISTING SHUDDERS AT THIS OPENING AND REINSTALL IN NEW LOCATION IN
BALLROOM - REFER TO NEW WORK PLANS FOR LOCATIONSM12: REMOVE HANDRAILS IN THEIR ENTIRETY. PATCH AND REPAIR ANY HOLES IN EXISTING
WALLS AND PAINT TO MATCH ADJACENT. PATCH ANY REMAINING HOLES NOT USED FORNEW HANDRAILS IN STAIR AND SIDEWALK PAVING.
M13: REMOVE EXISTING EQUIPMENT.M14: REMOVE AND RETAIN EXISTING SHUTTERS.M15: REMOVE WINDOW TREATMENTSM16: SALVAGE PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, MIRRORS AND GRAB
BARS.M17: REMOVE WOOD SHUTTERS AND EXISTING WROUGHT IRON RAILING.
W12 W12
W12
M8
W12
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:34:19 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
AD9.01
INTERIOR DEMOELEVATIONS
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
1/4" = 1'-0"1 EAST ELEVATION - DEMOLITION
1/4" = 1'-0"2 DEMO ELEVATION - AMOCO ROOM
1/4" = 1'-0"3 DEMO ELEVATION - DINING ROOM
1/4" = 1'-0"4 DEMO ELEVATION - ATRIUM STAIR
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
BRIDAL ROOM2018
STORAGE2019
MECHANICAL ROOM2019A
ELEV 04EL-04
ROOF BELOW
A8.012
2
A5.01
2
2020
2018.1
2020.4
2018.2
4
A
8
8
0' - 10 1/4"8' - 7 1/4" 4' - 5 3/8"
11' -
2 3/4"
9' - 9"
6' - 5
1/2"
9' - 1
0 1/4"
7' - 0
"
1' - 4"
S2A
S2AS2C A
S1B
S2C AS2A A
S2A
S2C A
S2A
S2A
A9.04 14
1
2020.5
108' - 6 1/2"
13
3' - 0"
14 14
S2A A
S2A A
18
S2A A
2' - 5"S2A A
PROJECT:
DATE:
REF SHEET:
Addendum 2
02.26.16RENAISSANCE CENTERRENOVATION
JOLIET JUNIOR COLLEGE
A121-01
14-025
A1.21
2
2
A5.01
3
A6.01
OPEN TOBEYOND
HATCH INDICATES NEW PLASTER WALLFINISHED TO MATCH ADJACENT EXISTINGPLASTER WALL CONSTRUCTION
HATCH INDICATES NEW PLASTER WALLFINISHED TO MATCH ADJACENT EXISTINGPLASTER WALL CONSTRUCTION
WOOD DOOR - SEE SCHEDULE
WOOD DOOR - SEE SCHEDULE
1030 1029 11178' - 6
" TYP
.
WALL BASE (REFER TO FINISH PLANS)
MATCH PROFILE OF EXISITNG PLASTER BASEEXISTING PLASTER BASE, PAINT P-2
P-2 (TYP.)
P-2 (TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
P-4(TYP.)
PENDANT MOUNT LIGHT FIXTURE, TYP.SIDEWALL SPRINKLER HEAD, TYP.- SEE FIRE PROTECTION DRAWINGS
FIRE ALARM DEVICE
2
A5.01
5
A8.02
1118 1020 1021 1022 1024.1 11237' - 6
"1'
- 6"
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
PENDANT MOUNT LIGHT FIXTURE, TYP.
8' - 6
" TYP
.
WALL BASE (REFER TO FINISH PLANS) P-2
P-4(TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
P-2 (TYP.)
A9.023
TYP.
SEE ENLARGED VIEW FOR PAINTDESIGNATION AND DETAIL
1
A5.01
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
8' - 6
" TYP
.
P-2 (TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
P-4(TYP.)
1
A5.01
HATCH INDICATES NEW PLASTER WALLFINISHED TO MATCH ADJACENT EXISTINGPLASTER WALL CONSTRUCTION
FEC
4' - 0
"
1034 1033 1125.1 1032 1031
WOOD DOOR - SEE SCHEDULE WOOD DOOR - SEE SCHEDULE
INTERIOR ALUM STOREFRONT SYSTEM
WOOD DOOR - SEE SCHEDULE
WOOD DOOR - SEE SCHEDULE
EQ EQ
EQ EQ
EQ EQCL
7' - 1
0"
7' - 1
0"
CL
CL
9' - 4
"
CL
EXISTING PLASTER BASE, PAINT P-2MATCH PROFILE OF EXISITNG PLASTER BASE
8' - 6
" TYP
.
P-2 (TYP.)
P-2 (TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
P-4(TYP.)
SIDEWALL SPRINKLER HEAD, TYP.- SEE FIRE PROTECTION DRAWINGS
CL
FIRE ALARM DEVICE
FIRE ALARM MANUAL PULL STATION
EQ EQCL
2
A5.01
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
1126.2 1024.2 10428' - 6
" TYP
.
WALL BASE (REFER TO FINISH PLANS)
P-2 (TYP.)
P-4(TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
2
A6.02
2
A6.01
3
A6.01
HATCH INDICATES NEW PLASTER WALLFINISHED TO MATCH ADJACENT EXISTINGPLASTER WALL CONSTRUCTION
FEC
1129 1128 1127 1038 1037.2 1037.1 1036
WOOD DOOR - SEE SCHEDULE
4' - 0
"
CL
DASHED LINE INDICATES EXISTING PLASTERBASE TO BE REMOVED - PATCH AND REPAIRWALL AS REQUIRED
WALL BASE (REFER TO FINISH PLANS) EXISTING PLASTER BASE, PAINT P-2
MATCH PROFILE OF EXISITNG PLASTER BASE
MATCH PROFILE OF EXISITNG PLASTER BASE
P-2 (TYP.)
P-2 (TYP.)P-6 (TYP.)P-2 (TYP.)
P-4(TYP.)
P-2 (TYP.)
SIDEWALL SPRINKLER HEAD, TYP.-SEE FIRE PROTECTION DRAWINGS
FIRE ALARM DEVICEFIRE ALARM MANUAL PULL STATION
EQEQ
EQ EQ
CL
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:28:35 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
A9.01
INTERIOR ELEVATIONS
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
1/4" = 1'-0"1 NORTH CORRIDOR LEVEL 01 - NORTH ELEVATION
1/4" = 1'-0"2 NORTH CORRIDOR LEVEL 01 - SOUTH ELEVATION
1/4" = 1'-0"3 WEST CORRIDOR LEVEL 01 - EAST ELEVATION
1/4" = 1'-0"4 WEST CORRIDOR LEVEL 01 - WEST ELEVATION
1/4" = 1'-0"5 SOUTH CORRIDOR LEVEL 01 - NORTH ELEVATION
1/4" = 1'-0"6 SOUTH CORRIDOR LEVEL 01 - SOUTH ELEVATION
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
2
2
PENDANT MOUNT LIGHT FIXTURE
PAINTED ORNAMENTAL WROUGHT IRONGUARDRAIL - TO MATCH EXISTING (P-2)
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
WALL MOUNT EXISTING LIGHT FIXTURES - SEEELEC DWGS FOR LAMP REPLACEMENT
PAINTED METAL GRILLEPROVIDE NEW 3/4" WOOD HALF ROUNDAROUND PERIMETER OF WINDOW OPENING(P-2) TYP.
REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.
WINDOW JAMB (P-6)
WINDOW FRAME AND SASH (P-2)
11
A7.01
3
A8.02
6
A8.02
PAINTED ORNAMENTAL WROUGHT IRONGUARDRAIL - TO MATCH EXISTING (P-2)
PENDANT MOUNT LIGHT FIXTUREPENDANT MOUNT LIGHT FIXTURE
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND PAINTED ORNAMENTAL WROUGHT IRON
GUARDRAIL - TO MATCH EXISTING (P-2)
PATCH AND REPAIR EXISTING PLASTER TOMATCH EXISTING WHERE DEMOLITIONOCCURS
PATCH AND REPAIR EXISTING PLASTER TOMATCH EXISTING WHERE DEMOLITIONOCCURS
PAINT EXISTING WROUGHT IRON GRILLE ANDSHEILD (P-2)
WALL MOUNT EXISTING LIGHT FIXTURES - SEEELEC DWGS FOR LAMP REPLACEMENT
OPEN TOBEYOND OPEN TO
BEYOND
8' - 8
"
6' - 2 1/2"
NEW WALL OPENING TOMATCH EXISITING OPENINGAT OPP. SIDE OF ATRIUM -VERIFY DIMENSIONS INFIELD. PATCH PLASTER ATJAMBS OF NEW OPENING.
EQ EQ EQ EQEQ EQEQ EQCL CL CL CL
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
PENDANT MOUNT LIGHT FIXTURE PAINTED METAL GRILLEPROVIDE NEW 3/4" WOOD HALF ROUNDAROUND PERIMETER OF WINDOW OPENING(P-2) TYP.
WINDOW JAMB (P-6)WINDOW FRAME AND SASH (P-2)
WALL MOUNT EXISTING LIGHT FIXTURES - SEEELEC DWGS FOR LAMP REPLACEMENT
REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.
PAINT COLUMN BASE (P-2) TYP.
CONCRETE CURB (P-2)TYP.
11
A7.01
PENDANT MOUNT LIGHT FIXTUREPENDANT MOUNT LIGHT FIXTURE
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
P-5
WALL MOUNT EXISTING LIGHT FIXTURES - SEEELEC DWGS FOR LAMP REPLACEMENT PAINTED METAL GRILLE
WINDOW FRAME AND SASH (P-2)WINDOW JAMB (P-6)
PROVIDE NEW 3/4" WOOD HALF ROUNDAROUND PERIMETER OF WINDOW OPENING(P-2) TYP.
REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.
REPAIR AS REQUIRED AND REPAINT EXISTINGWROUGHT IRON (P-2)TYP.
CONCRETE CURB (P-2)TYP.PAINT COLUMN BASE (P-2) TYP.
A9.023
TYP.
A9.026
TYP.
SEE ENLARGED VIEW FOR PAINTDESIGNATION AND DETAIL
SEE ENLARGED VIEW FOR PAINTDESIGNATION AND DETAIL
OPEN TOBEYOND
OPEN TOBEYOND
8' - 6
" TYP
.
11
A7.01
1
A6.02
OPEN TOBEYOND
A9.515
PENDANT MOUNT LIGHT FIXTURE
PAINT WOOD BASE (P-2) TYP. WOOD DOOR - SEE SCHEDULE WOOD DOOR - SEE SCHEDULE WOOD DOOR - SEE SCHEDULE WOOD DOOR - SEE SCHEDULE
2020.42020.32020.22020.1
PAINT DOOR TRIM (P-2) TYP.
PAINT EXISTING WOOD BASE (P-2) TYP.PAINT WOOD BASE (P-2) TYP.
EQ EQ EQ EQ
PATCH AND REPAIR WALL
CL CL
FEC
PENDANT MOUNT LIGHT FIXTURE
2018.1
4' - 0
"
CL
WOOD DOOR - SEE SCHEDULE
P-2
PAINT EXISTING WOOD BASE (P-2) TYP.
FIRE ALARM MANUAL PULL STATION
FEC
2112 2111OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
OPEN TOBEYOND
PENDANT MOUNT LIGHT FIXTURE, TYP.
A9.512
WOOD DOOR - SEE SCHEDULE WOOD DOOR - SEE SCHEDULE
4' - 0
"
CL
PAINT EXISTING WOOD BASE (P-2) TYP.
8' - 0
" TYP
.
FIRE ALARM MANUAL PULL STATION
EQ EQCL
P-5 P-2
P-6
P-2
P-2P-2
P-4
P-2
P-2
P-2
P-6
P-3
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:29:18 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
A9.02
INTERIOR ELEVATIONS
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
1/4" = 1'-0"1 ATRIUM - NORTH ELEVATION
1/4" = 1'-0"2 ATRIUM - EAST ELEVATION
1/4" = 1'-0"4 ATRIUM - SOUTH ELEVATION
1/4" = 1'-0"5 ATRIUM - WEST ELEVATION
1/4" = 1'-0"7 BAR - LEVEL 02 - NORTH ELEVATION
1/4" = 1'-0"8 BAR - LEVEL 02 - EAST ELEVATION
1/4" = 1'-0"9 BAR - LEVEL 02 - SOUTH ELEVATION
1/4" = 1'-0"10 BAR - LEVEL 02 - WEST ELEVATION
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
1/2" = 1'-0"3 COLUMN DETAIL - PAINT DESIGNATIONS
1/2" = 1'-0"6 CEILING DETAIL - PAINT DESIGNATIONS
2
222 2
2 2
2
22
ALUM STOREFRONT SYSTEM
ALUM STOREFRONT SYSTEM
9
10
9
EXISTING WOOD BASEEXISTING WOOD CHAIR RAIL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
ALUM STOREFRONT SYSTEM
EXISTING WOOD BASEEXISTING WOOD CHAIR RAIL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL
FIN TUBE RADIATOR, SEE MECH DWGS
EXISTING WOOD BASE
EXISTING WOOD CHAIR RAIL
EXISTING WOOD BASE
EXISTING WOOD CHAIR RAILEXISTING STOREFRONT SYSTEM
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING STOREFRONT SYSTEMEXISTING STOREFRONT SYSTEM
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL
FIN TUBE RADIATOR, SEE MECH DWGSFIN TUBE RADIATOR, SEE MECH DWGS
FIRE ALARM MANUAL PULL STATION
1
A5.014
A6.01
EXISTING WOOD CHAIR RAILEXISTING WOOD BASE
EXISTING FABRIC VALANCEEXISTING SHUTTERS EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING RECESS - PAINT TO MATCHEXISTING WALL
EXISTING FABRIC VALANCE
EXISTING WOOD CHAIR RAILEXISTING WOOD BASE
EXISTING WOOD CHAIR RAILEXISTING WOOD BASE
EXISTING FABRIC VALANCEEXISTING FABRIC VALANCEEXISTING SHUTTERS
EXISTING FABRIC VALANCEEXISTING SHUTTERS
EXISTING FABRIC VALANCEEXISTING SHUTTERS
FIRE ALARM DEVICE, TYP.FIRE ALARM MANUAL PULL STATION
CL
1
A5.01
WOOD DOOR - SEE SCHEDULEWOOD DOOR - SEE SCHEDULEWOOD DOOR - SEE SCHEDULEWOOD DOOR - SEE SCHEDULE
2020.4 2020.3 2020.2 2020.1
EXISTING WOOD BASEEXISTING WOOD CHAIR RAIL
EXISTING ACOUSTIC PANEL
EXISTING WOOD BASEEXISTING WOOD CHAIR RAIL
EXISTING ACOUSTIC PANEL EXISTING ACOUSTIC PANEL EXISTING ACOUSTIC PANEL EXISTING ACOUSTIC PANEL EXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANELEXISTING ACOUSTIC PANEL
PAINT WOOD DOOR/TRANSOM TRIM TOMATCH EXISTING COLOR - BALLROOM SIDEONLY, TYP.
FIRE ALARM DEVICE
WIRELESS ROUTER
WIRELESS ROUTER
HOLLOW METAL DOOR ANDFRAME - PAINT TO MATCHEXISTING WALL
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:29:44 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
A9.03
INTERIOR ELEVATIONS
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N 1/4" = 1'-0"1 BALLROOM - LEVEL 02 - NORTH ELEVATION
1/4" = 1'-0"2 BALLROOM - LEVEL 02 - SOUTH ELEVATION
1/4" = 1'-0"3 BALLROOM - LEVEL 02 - EAST ELEVATION
1/4" = 1'-0"4 BALLROOM - LEVEL 02 - WEST ELEVATION
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
2 2
2
2
2222
TYPE A2STANDARD FRAME
DOOR
HEI
GHT
0' - 4
"
0' - 2"DOOR WIDTH
0' - 2"
TYPE A1STANDARD FRAME
DOOR
HEI
GHT
0' - 2
"
0' - 2"DOOR WIDTH
0' - 2"
1/4" = 1'-0"2 FRAME ELEVATIONS
ADDITIONAL NUMBERED FRAMEELEVATIONS AND DETAILS ARE LOCATED
ON THE WINDOW ELEVATION SHEETA10.10
2
PROJECT:
DATE:
REF SHEET:
Addendum 2
02.26.16RENAISSANCE CENTERRENOVATION
JOLIET JUNIOR COLLEGE
A1000-01
14-025
A10.00
FLEX SPACE1037
ATRIUM1035
STORAGE1039
CUSTODIAL OFFICE1038
LACTATION ROOM1128
UNI-SEX TOILET1127
CORRIDOR1129
CORRIDOR1126
FACULTY OFFICES1021
FACULTIT1118
STORAGE1042
STORAGE1025
INTERROGATION ROOM1026
INTERROGATION ROOM1027
INTERROGATION ROOM1028
ELEV 04EL-04
CPT-1P-3 WD
CPT-1P-5
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1
P-1
RB-1
VCT-1P-1 RB-1
VCT-1P-1 RB-1
VCT-1P-1
RB-1
CPT-4P-1 RB-2 CP-1
T-1P-5 RB-1
T-2WT-1:3T-2P-4
CPT-2
CPT-4
9
P-510
VCT-1P-1 RB-1
ELEVATOR MACHINEROOM1043
3 18
STORAGE1044
RB-1
P-5 T-1 CORRIDOR1126
VCT-1P-1
RB-17
TRANS-1
7TRANS-1
7TRANS-1
7TRANS-1
7
TRANS-1
7
7
7
TRANS-2
TRANS-2
11
TRANS-1TRANS-1
77
8
7
T-1
CPT-1
19
PROJECT:
DATE:
REF SHEET:
Addendum 2
02.26.16RENAISSANCE CENTERRENOVATION
JOLIET JUNIOR COLLEGE
A1111-01
14-025
A11.11
2
OPEN TO BELOW
WOMEN'S TOILET ROOM2112
MEN'S TOILET ROOM2111
BRIDAL ROOM2018
STORAGE2019
MECHANICAL ROOM2019A
BAR2110
ELEV 04EL-04
ROOF BELOW
ROOF BELOW
ROOF BELOW
ROOF BELOW
54321
1.2
6 7
8
9 9.5
10
10.8 11 12
Q
P
O
M
L
K
I
G
J
H
F
D
C
B
A
E
N
BALLROOM2020
CPT-2P-5
T-3WT-4
T-3
WT-4
WD
P-5
CPT-2P-5
WD
CPT-3
CPT-3
VCT-1P-1 RB-1
CPT-2P-5 RB-2
SV
RENAISSANCE CENTERRENOVATIONS
CITY CENTER(N.I.C.)
20
20
12
12
18
18
BAR2110
13WD
14
15
TRANS-1
15
TRANS-1
4
TRANS-1
TRANS-1
7 TRANS-1
P-3
153'
- 0"
DWT
TRANS-1
1717
SV
TRANS-2
TRANS-2
13
16
6 TYP.
5 TYP.
1717
3' - 0
"
DWT
TRANS-1
CPT-2
CPT-2
CPT-2
11
11
VCT-2
VCT-2
VCT-2
4
4
4
FINISH PLAN SYMBOLS LEGEND:
WALL FINISH TYPE WALL BASE TYPE FLOOR FINISH TYPE
1. PAINT ALL EXPOSED CONDUIT, DUCTWORK, PIPING, ETC. IN ALL FINISHED SPACES.REFER TO INTERIOR FINISH PLANS AND REFLECTED CEILING PLANS FORCLARIFICATIONS.
2. PAINT ALL EXPOSED METAL ON EXTERIOR INCLUDING, BUT NOT LIMITED TO:CONDUIT, PIPING, FLASHING, MECHANICAL FLUES AND DUCTS, AND HOLLOW METALFRAMES AND DOORS.
3. PROVIDE CEMENTITIOUS UNDERLAYMENT AS REQUIRED TO PROVIDE A SMOOTHAND LEVEL SUBSTRATE FOR NEW FLOOR FINISH.
4. ALL FINISHES ARE MONUMENTAL PER ROOM UNLESS NOTED OTHERWISE.5. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-9 UNLESS NOTED
OTHERWISE.6. AT ALL LOCATIONS WHERE CASEWORK IS TO BE INSTALLED, THE SUBSEQUENT
BASE TYPE SPECIFIED FOR EACH ROOM SHALL BE INSTALLED OVER CASEWORKTOE KICKS UNLESS NOTED OTHERWISE. REFER TO FLOORPLANS FOR CASEWORKLOCATIONS.
7. PAINT ALL GYP. BD. CEILINGS P-6 UNLESS NOTED OTHERWISE.8. ALL CARPET TILE TO BE INSTALLED MONOLITHIC UNLESS SPECIFIED OTHERWISE.9. PAINT ALL WOOD DOOR AND WINDOW FRAME TRIM P-2 U.N.O.10. PATCH AND REPAIR ALL EXISTING WALL AND TRIM AND PLASTER FINISH TO REMAIN
AS REQUIRED.11. ALL EXISTING AND NEW DECORATIVE WROUGHT IRON TO BE PAINTED P-2.12. REFER TO DETAIL SHEETS FOR PAINTED WOOD TRIM DETAIL13. REFER TO PAINT SPECIFICATIONS FOR PAINT MOCK UP REQUIREMENTS PRIOR TO
PAINTING14. REFER TO ELEVATIONS FOR ACCESS PANELS IN TOILET ROOMS. WHERE ACCESS
PANELS ARE REQUIRED, PROVIDE SCHLUTER REMA CONCEALED ACCESS PANEL
FINISH PLAN GENERAL NOTES:
TYPE
WALL FINISH TYPES:DESCRIPTION
X-X
1 TYP.
XXX-XXXX-X
XX-X TYP.
1. PAINT EXISTING WALL GRILL P-22. PAINT CONCRETE CURB AND COLUMN BASES P-23. SEE ELEVATIONS FOR WALL TILE EXTENTS4. PATCH, REPAIR, AND FINISH TO MATCH EXISTING WALL AND TRIM CONDITION TO EXTENTTHAT REPAIR IS UNNOTICEABLE WHERE NEW DOORS AND WINDOWS ARE INSTALLED ORWALL/CEILING REPAIR IS MADE5. PAINT DOOR AND TRIM P-2 BAR SIDE ONLY6. PAINT DOOR AND TRIM TO MATCH EXISTING BALLROOM SIDE ONLY7. PROVIDE CEMENTITIOUS UNDERLAYMENT WITHIN HATCHED AREA AT A MINIMUM TOPROVIDE SMOOTH AND LEVEL TRANSITION BETWEEN TWO ADJACENT FLOORINGSURFACES8. PROVIDE CEMENTITIOUS UNDERLAYMENT OVER EXISTING PAVERS AS REQUIRED TOPROVIDE LEVEL SUBSTRATE TO LAY NEW TILE9. BELOW WAINSCOT - SEE ELEVATIONS10. ABOVE WAINSCOT - SEE ELEVATIONS11. PROVIDE JOHNSONITE SLIMLINE VINYL STAR NOSING SLN-AAA-B, COLOR 80 FAWN CB ATALL STAIR NOSINGS12. SEE ELEVATIONS FOR LOCATION OF WT-513. PAINT EXISTING BASE P-214. PAINT NEW BASE P-215. PAINT HM FRAME P-216. PROVIDE CEMENTITIOUS UNDERLAYMENT UNDER FULL EXTENTS OF NEW SHEET VINYLFLOORING SO THAT FINISHED FACE IS FLUSH WITH ADJACENT FINISHED FACE OF WOODFLOOR17. PROVIDE JOHNSONITE SUBFLOOR LEVELER LS-40-E TO BRING FACE OF CARPET FLUSHWITH ADJACENT WOOD FLOOR18. PROVIDE METAL EDGE STRIP WHERE FLOOR MEETS WALL, ALL INSIDE TILE WALLCORNERS AND ALL OUTSIDE WALL CORNERS19. NO FLOOR, NO BASE (BARE CONCRETE FLOOR), COOLER LOCATION20. REFER TO DETAIL 2/A11.21 FOR PAINT DESIGNATIONS21. DARK GREY HATCH INDICATES LOCATION OF EXPANSION JOINT COVER. INSTALL T-1OVER EXPANSION JOINT COVER - REFER TO 14/A7.01
FINISH PLAN REFERENCED NOTES: 1 TYP.
MANUFACTURER NAME/#/COLOR
EPOXY FLOOR COATINGEPXY
P-9 HM TRIM PAINT
WT-1
P-1
WALL BASE TYPES:
FLOOR FINISH TYPES:
TYPE DESCRIPTION4"H COVE RUBBER BASERB-1
TYPE DESCRIPTIONCUSTOM CARPET - MEDIUMSCALE
CPT-1
JJC GENERAL PAINT
MANUFACTURER NAME/#/COLOR
MANUFACTURER NAME/#/COLOR
P-2P-3P-4P-5P-6P-7P-8
CPT-2
CPT-3
CPT-4
4"H STRAIGHT RUBBER BASE6"H EPOXY COATING
5 3/4" WOOD BASETO MATCH EXISTING WOOD BASEWD-2
WALKOFF CARPET TILEWLFK
WHITE VCTVCT-1
WOOD FLOORWD
WT-2 TOILET ROOM WALLTILE, LIGHT TAN
T-1 CORRIDOR TILE
RB-2EPXY
WD-1
XXX-XX
T-2 1ST FL BATHROOM TILE
BENJAMIN MOORE 1605 WINTER SOLSTICE
SHERWIN WILLIAMS SW7004 SNOWBOUNDNEAR BLACK BENJAMIN MOORE 2119-20 BLACK BERRYDARK TAUPE SHERWIN WILLIAMS SW 2840 HAMMERED SILVERLIGHT TAUPE SHERWIN WILLIAMS SW 7023 REQUISITE GRAYOFF WHITE BENJAMIN MOORE SW 7648 BIG CHILLBRIGHT WHITE SHERWIN WILLIAMS SW 7006 EXTRA WHITEBLACK (HIGH GLOSS) BENJAMIN MOORE 2119-10 SPACE BLACKMETALLIC PAINT MDC WALLCOVERING LP 1073 LIQUAPEARL
EPXY EPOXY WALL PAINT SHERWIN WILLIAMS SANIGLAZE, WHITE
TOILET ROOM WALL TILE,BLUE GLASS MOSAIC
MANUF: CROSSVILLEDIST: VIRGINIA TILE
GLASSBLOX G039, SIZE:1X1, COLOR: AMETHYST
MANUF: CROSSVILLEDIST: VIRGINIA TILE
COLOR BLOX, SIZE: 12X24,COLOR: SANDBOX
WT-3 TOILET ROOM WALLTILE, DARK TAN
MANUF: CROSSVILLEDIST: VIRGINIA TILE
COLOR BLOX, SIZE: 12X24, COLOR:ROASTED MARSHMALLOW
WT-4 TOILET ROOM WALL TILE,MARBLE SUBWAY
MANUF: ANATOLIADIST: VIRGINIA TILE
ANATOLIA TILE, CALACATTA, 3X6FIELD TILE, ANA CLCL 36M
WT-5 TOILET ROOM WALL TILE,CHAIR RAIL
MANUF: AMERICANOLEANDIST: MID AMERICA
LINEA, GLOSS BLACK, 2X6 CHAIRRAIL, COLOR 0049
JOHNSONITE BLACK 40JOHNSONITE BLACK 40
6"H EPOXY COATING TO MATCH EPXY FLOORING,FLASH COVE UP WALL 6"
5 3/4" X 1" FLAT WOOD BASE
FLOORING TRANSITIONSTYPE DESCRIPTION
ALUMINUM DIVIDERTRANSITION
TRANS-1MANUFACTURER NAME/#/COLORSCHLUTER JOLLY, SIZE AS REQUIRED TO
TRANSITION BETWEEN ONEFLOORING TYPE TO THENEXT, ALUMINUM FINISH
ALUMINUM SLOPINGTRANSITION
TRANS-2 SCHLUTER RENO, SIZE AS REQUIRED TOTRANSITION BETWEEN ONEFLOORING TYPE TO THENEXT, ALUMINUM FINISH
MILLIKEN DR: 00658384, SIZE: 1 METER,SKINNY STRIPE BACKGROUND
CUSTOM CARPET - SMALLSCALE
MILLIKEN DR: 00658382, SIZE: 1 METER,SKINNY STRIPE BACKGROUND
CUSTOM CARPET - LARGESCALE
MILLIKEN DR: 00658387, SIZE: 1 METER,SKINNY STRIPE BACKGROUND
OFFICE CARPET TILE INTERFACE FLOR TECTONICS, COLOR: BINARY,BRICK INSTALLATION
INTERFACE FLOR FLOR, COLOR: ANTHRACITE,BRICK INSTALLATION
ARMSTRONG MIGRATIONS, COLOR: ICEWHITE, 12X12, RANDOMINSTALL
GREY VCTVCT-2 ARMSTRONG MIGRATIONS, COLOR:GLACIER GREY, 12X12,RANDOM INSTALL
DETECTABLE RUBBERWARNING TILE
DWT JOHNSONITE 24X24 RUBBER TILE,DETECTABLE WARNING TILETEXTURE, COLOR: 63 BURNTUMBER
SHERWIN WILLIAMS GP 3745 CR WITH 5190 NON SKIDADDITIVE, COLOR TBD
T-3 2ND FL BATHROOM TILE
MANUF: STUDIOMARMIDIST: CERAMICTECHNICS
W001 GRAIN, SIZE8X48, COLORGRIGIO
MANUF:CROSSVILLEDIST: VIRGINIA TILE
COLOR BLOX, SIZE:18X18, COLOR: ISEE THE MOON
MANUF: AMERICANOLEANDIST: MID AMERICA
1X1 UNGLAZED PORCELAINHEX FIELD PATTERN DP6004,96% COLOR A34, 4% COLORA25
3/4" X 3 1/4" SOLID WHITE OAK, CLEAR FINISH
SHEET VINYLSV ALTRO WALKWAY 20, COLOR BLACKVM20892
6"H FLASH COVE SHEET VINYLSV ALTRO WALKWAY 20, COLOR: BLACK
P-10 DARK BROWN PAINT SHERWIN WILLIAMS SW7026 GRIFFIN
ALL HYDRAULIC CEMENT UNDERLAYMENT WORKREQUIRED FOR FLOOR PREP TO ACHIEVE REQUIREDFLOOR FLATNESS AND SMOOTH FLOORINGTRANSITIONS AS SPECIFIED SHALL BE PROVIDED UNDERALLOWANCE. SEE SPECIFICATION FOR MORE DETAIL
ARCHITECT OF RECORDDEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JEC
T N
O:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
2/25/2016 4:30:08 PM
STRUCTURAL & MEP/FP ENGINEERSKJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTSEF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
CIVIL ENGINEERSRUETTIGER, TONELLI &ASSOCIATES129 CAPISTA DRIVESHOREWOOD, IL 60404T: 815.744.6600
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OT
TA
WA
ST
RE
ET
JO
LIE
T, I
L 6
0432
14-0
25
A11.21
LEVEL 2 - FINISH PLAN
ISSUED FOR BID02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
N
1/8" = 1'-0"1 FINISH PLAN_LEVEL 02
NO: DESCRIPTION: DATE:2 Addendum 2 02.26.16
2
2
2
2
DN
UP
RECEIVING
1007
CORRIDOR
1103
VEST.
1110
CORRIDOR
1104
CORRIDOR
1109
FIRE COMMAND CENTER
STAIR C1
1111
ELECTRICAL
1107
ELEV 03
EL-C3
ELEV 02
EL-C2
RECEPTION
1009
FLEX OFFICE
1011
FLEX OFFICE
1010
TESTING CENTER
1012
FLEX OFFICE
1013
FLEX OFFICE
1014
WORK ROOM
MECH
1106
MECH
1108
MEAT FABRICATION
1006
PURCHASING OFFICE
1007A
MECH
1105
1"G
GR
SV
4"G
4"G
4"G
1 1
/4"G
1 1/4" G UP
T
T
T
T
T
T
T
ELEV 04
EL-04
FLEX SPACE
1037
ATRIUM
1035
CLASSROOM
1036
PROP STORAGE
1034
STORAGE
1033
COAT
1032
PROP STORAGE
1031
CLASSROOM
1030
FLEX SPACE
1029
STORAGE
1039
CUSTODIAL OFFICE
1038
LACTATION ROOM
1128
UNI-SEX TOILET
1127
CORRIDOR
1129
COLD STORAGE
1040
BALLROOM FOOD STORAGE
(N.I.C.)
CORRIDOR
1124
CORRIDOR
1126
CORRIDOR
1123CAMPUS POLICE
1024
RC SUPPORT OFFICE
1022
FACULTY OFFICES
1021
FACULTY OFFICES
1020
IT
1118
WOMEN'S TOILET ROOM
1121
MEN'S TOILET ROOM
1122
CORRIDOR
1120
STORAGE
1042
JANITOR
1117
CORRIDOR
1116
STORAGE
1025
INTERROGATION ROOM
1026
INTERROGATION ROOM
1027
INTERROGATION ROOM
1028
ICE CARVING LAB
1023
VESTIBULE
1119
VESTIBULE
1125
ELEVATOR MACHINE ROOM
1043
STORAGE
1044
STORAGE
1045
1 2 3 4 5 6 7 8 9 10 11 1210.89.51.2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
4" G UP
6"G
LIQ UP
SUC UP
CH-1
CRU-1
3/4" LPC UP
3/4" S(15) UP
3/4" LPC UP
3/4" S(15) UP3/4" LPC UP 3/4" S(15) UP
1"LPC 1 1/4"S(15)
1 1/4"S(15) 3/4"LPC
1" LPC DN1 1/4" S(15) DN
3/4" LPC UP
3/4" S(15) UP
3/4" LPC UP
3/4" S(15) UP
1 1/4"S(15) 1"LPC
1" LPC DN1 1/4" S(15) DN
ROUTE DRAIN TOMOP BASIN ANDPROVIDE 6" AIRGAP.
3/4" D
COCO
CH-1RAD-1121
CRU-1
NC
RAD-1033
RAD-1032
RAD-1030.1 RAD-1030.2 RAD-1030.3 RAD-1029.1 RAD-1029.2
REFER TO 1/M3.01FOR PIPE SUPPORTDETAIL.(TYP.)
RAD-1036.1
RAD-1036.2
RAD-1036.3 RAD-1036.4
11
1
1
1
1
1 1 1 1 1
REFER TO 6/M3.01 FORSTEAM CABINET HEATERCONNECTION DETAIL.(TYP.)REFER TO 5/M3.01 FOR
STEAM RADIATIONCONNECTION DETAIL.(TYP.)
ROUTE AND SIZEREFRIGERANT LINESPER MANUFACTURERSRECOMMENDATIONS.
RECONNECT TOEXISTING GAS MAINSERVING RTUS ONROOF.
GR-1 2"G
3" G DN
EXTEND GAS PIPINGFROM CITY CENTERBUILDING.
PROVIDE PT PLUGS ANDSHUTOFF VALVES ONBOTH SIDES OF THE GASREGULATOR.
ROUTE GAS VENT TOEXTERIOR WALL ANDSEAL WATER TIGHT.ROUTE & SIZE PERMANUFACTURER'SRECOMMENDATIONS.
CH-2
PROVIDE BLANKOFF SECTIONSAS REQUIRED FOR ENCLOSURETO BE CONTINUOUS FROMWALL TO WALL.
NEW CABINET HEATER SHALL BE FED FROMEXISTING PIPING. CONTRACTOR SHALLCOORDINATE EXACT LOCATION OF PIPINGPENETRATING THROUGH FLOOR IN FIELD.
COORDINATE WITH STRUCTURALPLANS FOR LOCATION AND SIZEOF LINTEL THROUGH WALL.
REFER TO 9/M3.00 FORCONDENSATE TRAPDETAIL. (TYP.)
RAD-1029/1030
RAD-1032
RAD-1033
RAD-1036
RAD-1121
2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
M2.10
FIRST FLOOR PLAN -
HEATING
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
NO R HT
1/8" = 1'-0"1FIRST FLOOR PLAN - HEATING
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
GENERAL MECHANICAL NOTES
1. PROVIDE ACOUSTICAL LAGGING ON ALLPIPING WITHIN THE CEILING SPACE OFTHE ICE CARVING LAB. LAGGING SHALLBE CONTINUOUS WITH 2" OVERLAP OFALL SEAMS AND A 2" OVERLAP ATWALL/CEILING PENETRATIONS. REFERTO SPECIFICATION SECTION 23 07 13FOR LAGGING REQUIREMENTS.
#KEYNOTES
1. NEW RADIATION SHALL BE FED FROMEXISTING PIPING. CONTRACTOR SHALLCOORDINATE EXACT LOCATION OF PIPINGPENETRATING THROUGH FLOOR IN FIELD.VERIFY WITH EXISTING WINDOW
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
M5.00
MECHANICAL
SCHEDULES AND
MATERIAL LIST
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
9. UNIT MANUFACTURER SHALL PROVIDE START-UP.
8. UNIT SHALL BE ETL/UL LISTED.
7. UNIT SHALL HAVE 4" PLEATED MERV 7 FILTERS.
6. UNIT SHALL BE OUTDOOR RATED.
5. PROVIDE BACNET CARD TO INTERFACE WITH BAS AND REMOTE DISPLAY OPTION FOR CONTROLLER.
4. THE REMOTE CONDENSER SHALL BE PROVIDED BY THE DEHUMIDIFIER MANUFACTURER.
3. UNIT SHALL INCLUDE ALL NECESSARY CONTROLS AND COMPONENTS AS NECESSARY TO PROVIDE THE SCHEDULED DEHUMIDIFICATION CAPACITY WHILE REJECTING HEAT TO A MANUFACTURER REMOTE CONDENSER.
2. UNIT SHALL INCLUDE AN ADJUSTABLE TIMER TO INITIATE DEFROST CYCLE. DEFROST CYCLE SHALL BE INITIATED IF THE SUCTION TEMPERATURE DROPS BELOW 30°F. DEFROST CYCLE SHALL BE LIMITED TO 10 MINUTES. HOT GAS BYPASS IS NOT ACCEPTABLE.
1. MOUNT PER MANUFACTURER REQUIREMENTS.
NOTES:
RTU-3 ICE CARVING LAB REFRIGERATION R-407C 6,900 200 2.0" 51.1 / 43.3 16.1 95.0 480-3 43.8 70.0 MFR NF MFR 7.5 9.8 15 NA 27.2 65 ka 1/M4.00 DESERT AIRE LT-15 NOTES 1, 2, 3, 4, 5, 6, 7, 8, 9
BY(NOTE A)
TYPE(NOTE B)
BY (NOTE A) SCCR
VOLT-PHASE
MCA MOCP
DISCONNECT CONTROLLER/STARTER
HP FLANOMINALTONNAGE
RLA FLASYMBOL SERVICE TYPE
REFRIGERANTTYPE
CFM OUTSIDE AIR CFM ESP EAT (DB°F / WB°F)
TOTALMOISTURECAPACITY
(LB/HR)
TOTALCOOLINGCAPACITY
(MBH)
ELECTRICAL BLOWER COMPRESSOR
CONTROL DIAGRAM MANUFACTURER MODEL REMARKS
ROOFTOP UNIT SCHEDULE
CU-2 RTU-3 125.8 R407C 95 -20 - - - 1 460-3 2.0 4.0 6.0 MFR NF MFR 10K DESERT AIRE RC5S032C
CU-1 IT 1118 60 R407C 95 -30 1 1 1 1 460-3 10.9 13.4 20.0 MFR NF MFR - LIEBERT PFHZ67A-_L7
BY (NOTE A) TYPE (NOTE B)BY
(NOTE A)SCCR
VOLT-PHASE
FLA/RLA
MCAMOCPAMPS
DISCONNECT CONTROLLER/STARTERSYMBOL SERVICE
NOMINALDESIGN
MBHREFRIGERANT
AMBIENTTEMP. °F
MINIMUMAMBIENTTEMP. °F
NUMBER OFCOMPRESSORS
NUMBEROF
STAGES
NUMBEROF
CIRCUITS
NUMBEROF
FANS
ELECTRICAL
MANUFACTURER MODEL REMARKS
CONDENSING UNIT SCHEDULE
CRU-1 IT 1118 2,500 0.5 DX-R407C 72 63 64.5 61.5 MERV8 1.5 208-3 5.6 7.3 15.0 MFR MFR - 2/M4.00 LIEBERT MMD60E
°FDB °FWB TOTAL SENSIBLE BY (NOTE A) BY (NOTE A) SCCR
COIL TYPE &REFRIGERANT
EAT MBHTYPE HP
VOLT-PHASE
FLA/RLA
MCAMOCPAMPS
DISCONNECT CONTROLLER/STARTERSYMBOL SERVICE CFMEXT. S.P.IN. W.C.
REFRIGERANT COOLING COIL FILTERS ELECTRICAL
CONTROL DIAGRAM MANUFACTURER MODEL REMARKS
COMPUTER ROOM UNIT SCHEDULE - DIRECT EXPANSION
EF-3 BAR 1,350 0.3 15.0 827 BELT 5.7 ELECTRIC MFR 0.15 0.25 120-1 MFR. NF BAS 6/M4.01 COOK 150ACEB
EF-2 ICE CARVING LAB 200 0.3 7.0 1,314 BELT 7.5 ELECTRIC MFR 0.09 0.167 120-1 MFR. NF BAS 6/M4.01 COOK 70ACEB
EF-1 RESTROOM 2,150 0.75 15.0 1,308 BELT 16.2 ELECTRIC MFR 0.55 0.75 120-1 MFR. NF BAS 2/M4.01 COOK 150ACWB
BY (NOTE A) TYPE (NOTE B) TYPE (NOTE C)
BHP(NOTE E)
MHP(NOTE E)
VOLT-PHASE
DISCONNECT CONTROLLER/STARTERSYMBOL SERVICE CFMS.P.IN.
W.C.
WHEELDIA.
INCHES
FANRPM
(NOTE F)DRIVE
MAX.AMCA
SONES
BACKDRAFTDAMPER
CURBTYPE
(NOTE G)
ELECTRICAL
CONTROLDIAGRAM
MANUFACTURER MODEL REMARKS
FAN SCHEDULE
6. PROVIDE UNIT MOUNTED THERMOSTAT.
5. UNIT SHALL HAVE FRONT STAMPED LOUVER FOR INLET AND OUTLET.
4. STEAM PRESSURE IS PRESSURE DOWNSTREAM FROM CONTROL VALVE.
3. UNIT SHALL HAVE BOTTOM STAMPED LOUVER FOR INLET AND OUTLET.
2. SET UNIT FAN ON HIGH SPEED. PROVIDE FAN SPEED SELECTOR.
1. COORDINATE COLOR SELECTION WITH ARCHITECT.
NOTES:
CH-2 VESTIBULE-1125 VERTICAL CABINET 500 32.4 2 1/9 120-1 MFR NF BAS 1/M4.01 TRANE MODEL M NOTE 1, 2, 5, 6
CH-1 VESTIBULE-1119 HORIZONTAL RECESSED 550 33.9 2 1/9 120-1 MFR NF BAS 1/M4.01 TRANE MODEL E NOTE 1, 2, 3
BY (NOTE A)
BY(NOTE A)
TYPE(NOTE B)
FAN HPVOLT/PHASE
DISCONNECT CONTROLLER/STARTERSYMBOL SERVICE TYPE
NOMINALCFM
MBHSTEAMPSIG
(NOTE 4)
ELECTRICAL
CONTROL DIAGRAM MANUFACTURER MODEL REMARKS
CABINET HEATER SCHEDULE - STEAM
3. MOUNT FIN-TUBE HIGH ENOUGH IN CUSTOM ENCLOSURE TO ALLOW FOR INSTALLATION OF STEAM TRAP WITH-IN ENCLOSURE.
2. PROVIDE NEW BRACKETS, ETC FOR INSTALLATION OF FIN-TUBE.
1. STEAM PRESSURE INDICATED IS THE PRESSURE AVAILABLE DOWNSTREAM OF THE CONTROL VALVE.
NOTES:
RAD-2020.5 BALLROOM 2020 1.45 COPPER 4.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-2020.4 BALLROOM 2020 1.45 COPPER 4.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-2020.3 BALLROOM 2020 1.45 COPPER 4.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-2020.2 BALLROOM 2020 1.45 COPPER 9 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-2020.1 BALLROOM 2020 1.45 COPPER 4.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1036.4 CLASSROOM 1036 1.69 COPPER 7.5 1" 4-1/4" x 3-5/8" 1 40 2 WALL MOUNTED 4/M4.01 VULCAN JV4-AR NOTE 1, 2, 3.
RAD-1036.3 CLASSROOM 1036 1.69 COPPER 8.5 1" 4-1/4" x 3-5/8" 1 40 2 WALL MOUNTED 4/M4.01 VULCAN JV4-AR NOTE 1, 2, 3.
RAD-1036.2 CLASSROOM 1036 1.69 COPPER 12 1" 4-1/4" x 3-5/8" 1 40 2 WALL MOUNTED 4/M4.01 VULCAN JV4-AR NOTE 1, 2, 3.
RAD-1036.1 CLASSROOM 1036 1.69 COPPER 12 1" 4-1/4" x 3-5/8" 1 40 2 WALL MOUNTED 4/M4.01 VULCAN JV4-AR NOTE 1, 2, 3.
RAD-1033 COAT 1033 1.45 COPPER 2.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1032 COAT 1032 1.45 COPPER 2.5 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1030.3 CLASSROOM 1030 1.45 COPPER 4 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1030.2 CLASSROOM 1030 1.45 COPPER 4 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1030.1 CLASSROOM 1030 1.45 COPPER 3 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1029.2 FLEX SPACE 1029 1.45 COPPER 3 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1029.1 FLEX SPACE 1029 1.45 COPPER 4 1" 4-1/4" x 3-5/8" 1 40 2 PEDESTAL 4/M4.01 VULCAN JV4-AR-PM NOTE 1, 2, 3.
RAD-1121 WOMEN"S TOILET 1121 1.69 COPPER 5 1" 4-1/4" x 3-5/8" 1 40 2 WALL MOUNTED 4/M4.01 VULCAN JV4-AR NOTE 1, 2, 3.
MATERIALLENGTH
(FT.)PIPE SIZE
FIN HEIGHT& WIDTH
NO. OF ROWS FINS PER FTSYMBOL SERVICE MBH/FT
ELEMENT STEAMPSIG
(NOTE 1)STYLE
CONTROLDIAGRAM
MANUFACTURER MODEL REMARKS
RADIATION SCHEDULE - STEAM
2. ALL RUN OUT DUCTWORK TO DIFFUSERS SHALL BE NECK SIZE UNLESS OTHERWISE NOTED.
1. CONTRACTOR SHALL DETERMINE PROPER MARGIN STYLE TO MATCH CEILING CONSTRUCTION.
NOTES:
EG-2 STEEL 35° DEFLECTION 1 1/4" SEE DWG. INLET +2 NO WHITE TITUS 350F DUCTED RETURN
EG-1 STEEL PERFORATED FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS PAR DUCTED RETURN
TG-1 STEEL PERFORATED FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS PAR DUCTED RETURN
RG-2 STEEL PERFORATED FACE LAY-IN N/A 12x12 NO WHITE TITUS PAR PROVIDE 12x12 WITH LIGHT SHIELD
RG-1 STEEL PERFORATED FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS PAR DUCTED RETURN
CD-2 STEEL PANEL FACE LAY-IN SEE DWG. 12x12 NO WHITE TITUS OMNI FLUSH FACE PANEL
CD-1 STEEL PANEL FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS OMNI FLUSH FACE PANEL
SYMBOL MATERIAL TYPEMARGIN(NOTE 1)
INLETSIZE
(INCH)
FACESIZE
(INCH)
VOLUMEDAMPER
REQUIREDFINISH MANUFACTURER MODEL REMARKS
GRILLES REGISTERS & DIFFUSERS SCHEDULE
GR-1
GAS PRESSURE REGULATOR - CAST IRON BODY, EXTERNAL PRESSURE RELIEF,THREADED CONNECTIONS, ADJUSTABLE PRESSURE SETTING, TIGHT SHUTOFF.PROVIDE MULTIPLE GAS REGULATORS IF REQUIRED TO MEET OUTLET PRESSURE ANDCFH.
5 PSI INLET PRESSURE, 1/2 PSI OUTLET PRESSURE, 4314 CFH CAPACITY, MINIMUM...
FISHER , ITRON , SENSUS , MAXITROL OR EQUAL
TAG DESCRIPTION ACCEPTABLE MANUFACTURERS
MECHANICAL MATERIAL LIST
MFR = STANDARD CURB BY MANUFACTURER
G. CURB TYPE:
F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.
NAME PLATE RATING.
E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR
FV = FULL VOLTAGE
C. CONTROLLER STARTER TYPE:
NF = NON-FUSED
B. DISCONNECT TYPE:
MFR = MANUFACTURER
INSTALLED BY:
A. DISCONNECT AND CONTROLLER STARTER FURNISHED AND
SCHEDULE GENERAL NOTES:
4. WITH INTEGRAL VACUUM BREAKER.
3. CAPACITY AT OTHER DIFFERENTIAL PRESSURES SHALL BE AT LEAST 525#/HR AT 10 PSID, AND 1080#/HR AT 75 PSID. 1/8" ORIFICE.
THERMOSTATIC AIR VENT, ALL INTERNALS REPLACEABLE IN-LINE.
2. SUITABLE TO 125 PSIG, SIDE INLET & OUTLET, SS FLOAT MECHANISM AND VALVE, CAST IRON BODY, BALANCED PRESSURE
1. SIZE TRAP FOR EQUIPMENT LOAD.
NOTES:
T-1 DRIP F&T 10% 3/4" NOTE 1 10 ARMSTRONG 125A3 NOTES 2, 3, & 4
SYMBOL SERVICE TYPESAFETYFACTOR
SIZE LB/HR.PRESSURE
DIFFERENTIALMANUFACTURER MODEL REMARKS
TRAP SCHEDULE
2
2 2
2
ELEV 04
EL-04
FLEX SPACE
1037
ATRIUM
1035
CLASSROOM
1036
PROP STORAGE
1034
STORAGE
1033
COAT
1032
PROP STORAGE
1031
CLASSROOM
1030
FLEX SPACE
1029
STORAGE
1039
CUSTODIAL OFFICE
1038
LACTATION ROOM
1128
UNI-SEX TOILET
1127
CORRIDOR
1129
COLD STORAGE
1040
BALLROOM FOOD STORAGE
(N.I.C.)
CORRIDOR
1124
CORRIDOR
1126
CORRIDOR
1123CAMPUS POLICE
1024
RC SUPPORT OFFICE
1022
FACULTY OFFICES
1021
FACULTY OFFICES
1020
IT
1118
WOMEN'S TOILET ROOM
1121
MEN'S TOILET ROOM
1122
CORRIDOR
1120
STORAGE
1042
JANITOR
1117
CORRIDOR
1116
STORAGE
1025
INTERROGATION ROOM
1026
INTERROGATION ROOM
1027
INTERROGATION ROOM
1028
ICE CARVING LAB
1023
VESTIBULE
1119
VESTIBULE
1125
ELEVATOR MACHINE ROOM
1043
STORAGE
1044
STORAGE
1045
1 2 3 4 5 6 7 8 9 10 11 1210.89.51.2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
P2.00
1
P2.00
3
P2.00
4
P2.00
2
L-1 L-1 L-1 L-1
WC-2 WC-1 WC-1 WC-1 WC-1 WC-1
WC-2 WC-1 WC-1 WC-1 UR-2
DF-1
UR-1
UR-1
L-1 L-1 L-1 L-1
FD-1
FD-1
WC-2
L-2FD-1FD-1
FCO-1
FD-1
FD-1
FCO-1
L-3
1" HWC DN2" HW DN3" CW DN
FCO-1
MB-1
3" V UP
FCO-1
FCO-1
REFER TO 1/P3.00FOR PIPE SUPPORTDETAIL. (TYP.)
REFER TO 3/P3.00 FORINSTANTANEOUS WATERHEATER DETAIL. (TYP.)
HB-E
HB-E
FCO-1
FD-3
1 1/2"CW 1 1/2"HW 3/4"HWC
1"C
W 1
"HW
3/4
"HW
C
FS-1
FS-1
FS-1
FS-1
FS-1
2"V
3"V
2"V
2" V DN(TYP.2)
2" V DN(TYP.3)
3" V DN
3"V
FD-1
FD-2
FD-1
FD-1
FD-2
FD-1
FS-1
TD-1
TD-1
TD-1
TD-1
TD-1
TD-1
3/4"HWC 1"HW 1"CW
0.5
0.5
0.5
0.5
0.5
3/4" CW, 3/4" HW, 3/4" HWC& 2" SAN UP TO SERVE LAV.
ROUTE 2" SAN AND 2" V UPTO BAR EQUIPMENT FORFUTURE.
SK
CO
2"HW
4"SAN
3"CW
3/4"HWC
2"V
FCO-1
FD-1
FD-1
FD-1
2" V DN
2" V DN
2"V
0.5
STUB 1-1/2" CW AND 1-1/4"HW UP TO SERVE BAREQUIPMENT. EQUIPMENTSHALL BE PURCHASED BYOWNER.
DF-2
CO
2" V UP
2" V UP(TYP.2)
2" V UP(TYP.11)
FCO-1
WH-1
3"V
2"V
3/4" HWC UP TO SERVE FUTURE BARBAR EQUIPMENT. EQUIPMENT SHALLBE PURCHASED BY OWNER.
COORDINATE LOCATION OFNEW FLOOR DRAINS WITHSTRUCTURAL PLANS.
FD
CO
4"SAN
3"V
3"V
2"V
2 1/2"CW 1 1/2"HW
3/4"HWC
0.5
CO
DROP PIPING INWALL TO SERVEHOSE REEL ANDMOP BASIN.
ROUTE ALL VENT PIPING IN NEWFURRED OUT WALL AS SHOWNON ARCHITECTURAL PLAN.
1
1 1/2" V DN
FCO-1
2"V
2" V UP
FCO-1
3/4
"HW
C 1
1/2
"HW
3"C
W
3/4" CW, 3/4" HW, 3/4" HWC & 2"SAN UP TO SERVE MOP BASIN.
2" V UP
2
CO
2"SAN
2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
P1.10
FIRST FLOOR PLAN -
PLUMBING
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
NO R HT
1/8" = 1'-0"1FIRST FLOOR PLAN - PLUMBING
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
GENERAL MECHANICAL NOTES
1.
2.
3.
PROVIDE ACOUSTICAL LAGGING ON ALLPIPING WITHIN THE CEILING SPACE OFTHE ICE CARVING LAB. LAGGING SHALLBE CONTINUOUS WITH 2" OVERLAP OFALL SEAMS AND A 2" OVERLAP ATWALL/CEILING PENETRATIONS. REFER TOSPECIFICATION SECTION 23 07 13 FORLAGGING REQUIREMENTS.
ALL DOMESTIC WATER PIPING SHALL BE3/4" UNLESS NOTED OTHERWISE
ALL HWC PIPING SERVING FIXTURESSHALL BE ROUTED WITHIN THE WALL ANDBE CONNECTED WITHIN 3' OF FIXTURE.
#KEYNOTES
1. ROUTE ALL PIPING SERVING PLUMBINGFIXTURES WITHIN ICE CARVING IN NEWFURRED OUT WALL AS SHOWN ONARCHITECTURAL PLANS.
DN
EE
EE
E
EE
J
E E E E
EEEEEE
EEEEE
E
E
E E E E
J
E
E
E
E
E
E
E
E
EE
E
E
J
PP
PP
PP
J
PP
E E
PP
PP
PP
PP
PP
PPPP
PP
E E
E
E
E
E
E
E
E
E
EEE E E
ELEV 04
EL-04
FLEX SPACE
1037
ATRIUM
1035
CLASSROOM
1036
PROP STORAGE
1034
STORAGE
1033
COAT
1032
PROP STORAGE
1031
CLASSROOM
1030
FLEX SPACE
1029
STORAGE
1039
CUSTODIAL OFFICE
1038
LACTATION ROOM
1128
UNI-SEX TOILET
1127
CORRIDOR
1129
COLD STORAGE
1040
BALLROOM FOOD STORAGE
(N.I.C.)
CORRIDOR
1124
CORRIDOR
1126
CORRIDOR
1123CAMPUS POLICE
1024
RC SUPPORT OFFICE
1022
FACULTY OFFICES
1021
FACULTY OFFICES
1020
IT
1118
WOMEN'S TOILET ROOM
1121
MEN'S TOILET ROOM
1122
CORRIDOR
1120
STORAGE
1042
JANITOR
1117
CORRIDOR
1116
STORAGE
1025
INTERROGATION ROOM
1026
INTERROGATION ROOM
1027
INTERROGATION ROOM
1028
ICE CARVING LAB
1023
VESTIBULE
1119
VESTIBULE
1125
ELEVATOR MACHINE ROOM
1043
STORAGE
1044
STORAGE
1045
1 2 3 4 5 6 7 8 9 10 11 1210.89.51.2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
HAND DRYERHAND DRYER
HAND DRYERHAND DRYER
+60",
FUTURE TV/19
10
DEVICES WITHIN THIS AREASHALL BE CIRCUITED TOPANEL 'R1L3', UNLESS NOTEDOTHERWISE.
DEVICES WITHIN THIS AREASHALL BE CIRCUITED TOPANEL 'R1L1', UNLESS NOTEDOTHERWISE.
DEVICES WITHIN THIS AREA SHALLBE CIRCUITED TO PANEL 'R1L2',UNLESS NOTED OTHERWISE.
DEVICES WITHIN THIS AREA SHALLBE CIRCUITED TO PANEL 'R1L1',UNLESS NOTED OTHERWISE.
SECURITY ACCESSCONTROL PANEL(TYP. 3)
PANEL 'R1L1'C/7
PROJECTOR/11
W/2
W/2
W/2 W/4
W/4
W/1W/1 W/1 W/1 W/1
W/3 W/+50"/3 W/3
PROJECTOR/5
1PANEL 'R1L2'
PROVIDE JUNCTION BOXAND ROUTE CONDUITSDOWN TO TUNNEL
ROUTE (2) 1 1/2" C. FROM ITROOM CEILING TO BELOWGRADE NORTH OF BUILDING
1
PANEL 'R1L3'2
10
1
12
WALK-IN
WALK-IN
MX-1
MX-1
MX-1
REFRIG. COIL
FREEZER COIL
FREEZER COIL
MX-1
REFRIG. COIL
WALK-IN
MX-1
REFRIG.COIL
MX-1
FREEZER COIL
WALK-IN
WALK-IN
EQR0L1- 4
EQR0L1- 6
EQR0L1- 7
EQR0L1- 7EQR0L1- 7
EQR0L1- 9
EQR0L1- 10
EQR0L1- 11
EQR0L1- 8
EQR0L1- 13
EQR0L1- 13EQR0L1- 13
EQR0L1- 14EQR0L1- 14
EQR0L1- 15
EQR0L1- 15
EQR0L1- 16
EQR0L1- 16
EQR0L1- 17
EQR0L1- 16
5
6
12
6
EQR0L1- 26
19
16
EQR0L1- 28
14817
1615 2115 15
15
15
15
C/16
55
5
5
9 9
14
14
16
V/11
V/11
V/11
V/10
V/10
V/10
V/9
V/9
V/9
12
9
9
8
8
8
8
8
8
28
23
22
14
11
1
1
EQR0L1- 18
16
10
20
22
2
V/3
V/3V/3
4 4
4
4
44
6
31
31
31 31
6
DEVICES WITHIN THIS AREA SHALLBE CIRCUITED TO PANEL 'R1L3',UNLESS NOTED OTHERWISE.
DEVICES WITHIN THIS AREA SHALLBE CIRCUITED TO PANEL 'R1L2',UNLESS NOTED OTHERWISE.
5
19
121
14
14
1
1
23
13
/16FUTURE DOOROPERATOR
4
4
4
FUTURE DOOROPERATOR4 /17
5
16
12
V/9 V/10 V/11
9 9
99
PANEL DP-'R0L2' (DP-3)
2
DP-'ROH1' - 3FED-30
FDS-30L
LSC1L1-25
2
2
16
11
11
11
11
31
1
1
1
R1L3- 22
R1L3- 22DOOROPERATOR
DOOROPERATOR
6
FORMERPANEL NAME
WH-1
CRU-1
DOOROPERATORDOOROPERATOR/7
1CH-1/19
7
EQR0L1- 12
(TYP. OF 21)
4
+48"17
EQR0L1- 2
1
8
7EQR0L1- 20,22,24
7 CH-2/21
W
10
14
5
A
EQR0L1- 3,5
UPS
EQR0L1- 8
EQR0L1- 8
EQR0L1- 8
SP-1/+48"
2
11
11
PROJECTOR SCREEN/16
11
11
9
6
9
4
9
9
9
15 DP-R0H1-5
2
2
2
2
2
A/10
HAND DRYER24
HAND DRYER26
EQR0L1- 30(TYP. OF 3)
2
2
2
2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS125 N. HALSTED STREET, SUITE 301CHICAGO, IL 60661P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING1100 WARRENVILLE ROAD, #400WNAPERVILLE, IL 60563T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY568 ANN ST.BIRMINGHAM, MI 48009T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
E2.10
FIRST FLOOR PLAN -POWER
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
NO R HT
1/8" = 1'-0"1FIRST FLOOR PLAN - POWER
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
GENERAL SHEET NOTES
REFER TO SHEET E0.00 FORELECTRICAL GENERAL NOTES,ELECTRICAL INSTALLATION NOTES, ANDELECTRICAL SYMBOL LIST.
REFER TO SHEETS E4.00, E4.01, ED4.00,AND ED4.01 FOR ONE LINE DIAGRAMS.
REFER TO 4/E5.02 FOR SIDE BY SIDEDEVICE OPENING DETAIL.
REFER TO SHEETS E6.00, E6.01, ED6.00,AND ED6.01 FOR PANEL SCHEDULES.
EXPOSED CONDUIT SHALL NOT BEPERMITTED UNLESS NOTEDOTHERWISE.
REFER TO ARCHITECTURALELEVATIONS FOR ALL DEVICES PRIORTO INSTALLATION.
1.
2.
3.
4.
5.
6.
#KEYNOTES
ROUTE BRANCH CIRCUIT FEEDINGDEVICE FROM THE OTHER SIDE OF THEWALL. NO SURFACE MOUNTEDCONDUITS SHALL BE VISIBLE IN ATRIUMAREA OR ON EXTERIOR WALLS.
RECONNECT EXISTING CIRCUITS FROMDEMOLISHED PANELS. REFER TO PANELSCHEDULES FOR ADDITIONALINFORMATION. MATCH CONDUIT ANDWIRING. PROVIDE NEW TYPED CIRCUITDIRECTORIES (COPY FROM EXISTING).
INSTALL IN SURFACE RACEWAYWIREMOD V700 OR EQUAL, PAINTED TOMATCH WALL.
ROUGH-IN ONLY. PROVIDE RECESSEDBOX WITH 1/2" C FOR FUTURE PUSHPAD.STUB TO ABOVE CEILING.
PROVIDE ACOUSTIC TREATMENT FORBACKBOXES LOCATED IN EITHER SIDEOF WALLS SURROUNDING ICE CARVINGLAB. PENETRATIONS THROUGH THESEWALLS SHALL HAVE A 1/8" GAP SEALEDWITH CAULK.
ROUTE (2) 1 1/2" C. FROM THIS LOCATIONTO BELOW GRADE NORTH OF BUILDINGVIA TUNNEL.
CONNECT TO MANUFACTURERPROVIDED DISCONNECT/CONTROLLER.
COORDINATE MOUNTING HEIGHT WITHARCHITECT.
PROVIDE STAINLESS STEELCOVERPLATES FOR DEVICES IN THISROOM.
PROVIDE NEW RECEPTACLE ANDCOVER IN EXISTING LOCATION.
RECEPTACLE FOR CLOCK LOCATEDABOVE DOOR. COORDINATE EXACTLOCATION WITH A/E.
PROVIDE EXTENSION ON EXISTING BOXFROM DEMOLISHED PANEL '1-5' TOALLOW NEW SURFACE CONDUIT TO BEINSTALLED BETWEEN EXISTING BOX ANDNEW PANEL. PROVIDE SCREW COVERON BOX EXTENSION. LOCATE NEWPANEL ADJACENT TO EXISTING BOX.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
DN
C2C2
C2C2C6 C2C2
C2
C2
C2-WAP
C3AV
C2-WAP
AV1 C1
C3AV
C2-WAPC2-WAP
C2-WAP
C2-WAP
C2-WAPC2-WAP
C2-WAP
C2
C2
C2
C2
C2
C2-WAP
C2-WAP
C2
C2
RI
CR1
CS
S
LD
CR1
CR
1
CR1CR1CR1CR1
CR1
CR
1C
R1
CR
1
CR1 CR1
CR1CR1
C2
CR
1
CR
1
CR1
CR
1C
R1
CR
1C
R1
CSS
CSS
CSSCSSCSS
CS
SCSS
CSS
CSS
CSS
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CSS
CSSCSSC
SS
CS
SCSS
CSS
CSS
CSS
CSS
CSS
CR1
CSS
CR
1
C2
C2
C2
C1-C
C1-C
C1-CEP
LD
C1-C
C1-CC1-C
C1-C
CR1
CR1
CR
1C
SS
CSS
CSS
W
C2
C1-C
RI
C1-C
AV
C2
C2
AV C1
RI
AV
C1
M
C1
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LD
CSS
CR1
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CR
1
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CS
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CSSCR1
CSS
CR1ELEV 04
EL-04
FLEX SPACE
1037
ATRIUM
1035
CLASSROOM
1036
PROP STORAGE
1034
STORAGE
1033
COAT
1032
PROP STORAGE
1031
CLASSROOM
1030
FLEX SPACE
1029
STORAGE
1039
CUSTODIAL OFFICE
1038
LACTATION ROOM
1128
UNI-SEX TOILET
1127
CORRIDOR
1129
COLD STORAGE
1040
BALLROOM FOOD STORAGE
(N.I.C.)
CORRIDOR
1124
CORRIDOR
1126
CORRIDOR
1123CAMPUS POLICE
1024
RC SUPPORT OFFICE
1022
FACULTY OFFICES
1021
FACULTY OFFICES
1020
IT
1118
WOMEN'S TOILET ROOM
1121
MEN'S TOILET ROOM
1122
CORRIDOR
1120
STORAGE
1042
1021 1020
1042
1024.2
1028
1027
1026
1025
1024.1
1023
1121
1122
1033
1034
10381127 1128
1129
1039
1031
JANITOR
1117
CORRIDOR
1116
11181022
STORAGE
1025
INTERROGATION ROOM
1026
INTERROGATION ROOM
1027
INTERROGATION ROOM
1028
1032
1125.11125.2
ICE CARVING LAB
1023
VESTIBULE
1119
VESTIBULE
1125
1117
1123
1126.2
1119.1
1029
1037.1 1037.2
1030
ELEVATOR MACHINE ROOM
1043
10431043
1036
STORAGE
1044
STORAGE
1045
1119.2
T2.00
1HC-1
2
1
T2.00
2
+96"+96"
+96"
+96"
1037
4" TELECOMRISER SLEEVETO SECONDFLOOR
1040
(4) 4" TELECOMCONDUITS TOBASEMENT
3
2
2
2
2
2
2
2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
T1.10
FIRST FLOOR PLAN -
TECHNOLOGY
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
NO R HT
1/8" = 1'-0"1FIRST FLOOR PLAN - TECHNOLOGY
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
#KEYNOTES
COORDINATE WITH ELEVATORCONTRACTOR FOR CONNECTION OFELEVATOR TELEPHONE.
ROUGH-IN ONLY FOR FUTURE MONITORAND EMERGENCY CALL STATION.
PROVIDE IN-SERVICE COVERS ONINFORMATION OUTLETS IN THIS ROOMTO MATCH ELECTRICAL. REFER TODIVISION 27 SPECIFICATIONS FORADDITIONAL INFO.
1.
2.
3.
GENERAL TECHNOLOGY NOTES
ALL INFORMATION OUTLETS ON THISSHEET SHALL BE SERVED FROM HC-1UNLESS NOTED OTHERWISE.
REFER TO ARCHITECTURAL ELEVATIONSFOR MOUNTING HEIGHT ANDCOORDINATE ALL OUTLET LOCATIONSPRIOR TO ROUGH-IN.
REFER TO T5.00 FOR GENERALTECHNOLOGY EQUIPMENT SCHEDULE.
1.
2.
3.
RI
C2
C2-WAP
C2-WAP
C2-WAP
CSS
CR1
CSS
CR
1
EP
C2
C1-C
C1-C
C2
C2-W
AP
C1-C
C1-C
CR1
C2
C2
C2-W
AP
C2-W
AP
CSS
CR
1
CSS
CR
1
CSS
C1-C
CSSC
SS
CR1
OPEN TO BELOW
WOMEN'S TOILET ROOM
2112
MEN'S TOILET ROOM
2111
BRIDAL ROOM
2018
STORAGE
2019
MECHANICAL ROOM
2019A
BAR
2110
ELEV 04
EL-04
ROOF BELOW
ROOF BELOW
ROOF BELOW
ROOF BELOW
BALLROOM
2020
2018.1
2020.3
2020.4
2020.2
2020.1
2111
2112
2018.2
2020.5
2
1
+96"
+96"
2020.6
4" TELECOM
RISER SLEEVE
302-01
3
02-02
302-03
4
5
2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
T1.20
SECOND FLOOR
PLAN - TECHNOLOGY
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
NO R
HT
1/8" = 1'-0"1SECOND FLOOR PLAN - TECHNOLOGY
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,
TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA
ARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USED
OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.
Built SMARTER.®
15.0765.00
#KEYNOTES
COORDINATE LOCATION OF OUTLET
WITH AUDIO VIDEO RACK.
REFER TO ARCHITECTURAL
ELEVATIONS FOR MOUNTING HEIGHT.
CONTRACTOR SHALL ROUTE SECURITY
CABLE TO CLOSEST EXISTING CONTROL
PANEL IN CITY CENTER BUILDING.
COORDINATE ROUTE WITH JJC PRIOR
TO INSTALLATION.
ROUTE CONDUIT AND CABLE FOR
OWNER FURNISHED ACCESS CONTROL
SYSTEM DOWN TO CEILING OF FLOOR
BELOW. COORDINATE WITH ARCHITECT
PRIOR TO INSTALLATION.
RE-USE EXISTING CAMERA ROUGH-IN
LOCATION.
1.
2.
3.
4.
5.
GENERAL TECHNOLOGY NOTES
ALL INFORMATION OUTLETS ON THIS
SHEET SHALL BE SERVED FROM HC-1
UNLESS NOTED OTHERWISE. REFER TO
T1.10 FOR ROOM LOCATION.
REFER TO T5.00 FOR GENERAL
TECHNOLOGY EQUIPMENT SCHEDULE.
1.
2.
JUNCTION BOX ACCESS CONTROL CABLE
3/4" EMT CONDUITMINIMUM. (TYP)
POWER SUPPLY FORCONNECTION TO FUTURE
DOOR FRAME ROUGH-IN DIAGRAM (ALL DOUBLEQEL DOORS WITH OR WITHOUT CENTER MULLION)
DOOR FRAME ROUGH-INDIAGRAM (SINGLE DOORS)
1. WHEN REQUIRED BY ARCHITECTURAL DOOR HARDWARE SCHEDULE FOR PROPRITARY POWERSUPPLIES. MOUNT DOUBLE GANG OR LARGER BACKBOXES WITH BLANK COVER PLATES ABOVEACCESSIBLE CEILING.
2. CONTRACTOR SHALL ROUTE MULTI-ELEMENT YELLOW SECURITY CABLE (WINDY CITY PART# 4461030-SOR APPROVED WEST PENN, GRAYBAR EQUAL) FROM EACH DOOR WITH ACCESS CONTROL TO AREASERVING TELECOM ROOM. COIL 15' AT EACH END AND LABEL.
NOTES:
1. INSTALLING CONTRACTOR TO SIZE BACKBOXES AND CONDUIT PER SYSTEM INSTALLATIONREQUIREMENTS AND APPLICABLE CODES. MAINTAIN ACCESS TO JUNCTION BOX WHERE CEILING IS AGYPSUM BOARD CEILING. LOCATE BOXES ABOVE NEAREST ACCESSIBLE CEILING AND EXTENDCONDUITS TO THIS LOCATION.
2. DETAILS ABOVE MAY NOT BE REPRESENTATIVE OF SPECIFIC DOOR SWING DIRECTION. MIRROR DETAILAS REQUIRED.
3. REFER TO ARCHITECTURAL DOOR HARDWARE GROUPS AND SPECIFICATION FOR COMPLETEINFORMATION.
4. PROVIDE DOUBLE GANG BACKBOX WITH SINGLE PLASTER RING AND 1" CONDUIT TO ABOVE ACCESSIBLESECURE CEILING WHEN IT IS NOT POSSIBLE TO MOUNT CARD READER ON FRAME.
5. REFER TO FLOOR PLANS FOR CARD READER LOCATIONS. REFER TO CONTROLLED SECURITY SCHEMETYPE SCHEDULE ON T4.00.
KEYNOTES: #
ACCESS CONTROL CABLEJUNCTION BOX
3/4" EMT CONDUITMINIMUM. (TYP)
JUNCTION BOX
3/4" EMT CONDUITMINIMUM. (TYP)
DOOR FRAME ROUGH-INDIAGRAM (SINGLE QEL DOORS)
CEILING
ACCESS CONTROL CABLEPOWER SUPPLY FORCONNECTION TO FUTURE
CEILINGCEILING
1 1(TYPICAL)
2 2 2
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
T4.00
TECHNOLOGY
DIAGRAMS AND
SCHEDULES
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
CONTROLLED SECURITY SCHEME (CSS) TYPE SCHEDULE
ELECTRONIC DOOR HARDWARE SUCH AS ELECTRIC STRIKES, ELECTRIC LATCH RETRACTION, ETC. SHALL BE PROVIDED AND INSTALLED BY OTHERS. REFER TO THE TECHNOLOGYEQUIPMENT SCHEDULE ON T5.00 FOR CREDENTIAL READER TYPE INFORMATION.
DOOR # RO
UG
H-I
N O
NL
Y
CREDENTIAL READER INTEGRATIONREQUEST TO
EXIT DOOR HARDWARE OTHER
NOTESCR
ED
EN
TIA
L R
EA
DE
R T
YP
E
REMOTEUNLOCK
VIAINTERCOM M
UL
TIP
LE
CR
ED
EN
TIA
L R
EA
DE
RS
OP
ER
AT
ES
SIN
GL
E D
OO
R
OP
ER
AT
ES
MU
LT
IPL
E D
OO
RS
WIR
EL
ES
S
AU
TO
MA
TIC
DO
OR
OP
ER
AT
OR
EL
EV
AT
OR
LO
CK
ED
BY
EM
ER
GE
NC
Y D
UR
ES
S S
EQ
UE
NC
E
INF
AN
T P
RO
TE
CT
ION
RE
MO
TE
UN
LO
CK
VIA
IN
TE
RC
OM
MA
ST
ER
INT
RU
SIO
N D
ET
EC
TIO
N
RE
MO
TE
UN
LO
CK
VIA
FIR
E C
OM
MA
ND
CE
NT
ER
VID
EO
SU
RV
EIL
LA
NC
E
WA
ND
ER
PR
EV
EN
TIO
N S
YS
TE
M
INT
ER
NA
L E
LE
CT
RIF
IED
HA
RD
WA
RE
CO
NN
EC
TIO
N
LO
CA
L P
US
HB
UT
TO
N D
OO
R H
AR
DW
AR
E O
VE
RR
IDE
MO
TIO
N D
ET
EC
TO
R
RE
MO
TE
PU
SH
BU
TT
ON
OV
ER
RID
E
EL
EC
TR
ON
IC L
OC
KIN
G H
AR
DW
AR
E (
BY
OT
HE
RS
)
MA
G L
OC
K
LA
TC
H S
TA
TU
S D
ET
EC
TIO
N
LO
CA
L A
LA
RM
HO
RN
MO
NIT
OR
LA
TC
H B
OL
T
MO
NIT
OR
DO
OR
PO
SIT
ION
SW
ITC
H S
PD
T
MO
NIT
OR
DO
OR
PO
SIT
ION
SW
ITC
H D
PD
T
MO
NIT
OR
MA
GN
ET
IC P
OS
ITIO
N S
WIT
CH
DE
LA
YE
D E
GR
ES
S
LO
CA
L 1
20V
AC
PO
WE
R S
UP
PL
Y
SC
HE
DU
LE
BA
SE
D L
OC
KIN
G
02-01 N/A No ●
02-02 CR1 No ● ● ●
02-03 CR1 No ● ● ●
1020 CR1 No ● ● ●
1021 CR1 No ● ● ●
1022 CR1 No ● ● ●
1023 CR1 No ● ● ●
1024.1 CR1 No ● ● ●
1024.2 CR1 No ● ● ●
1025 CR1 No ● ● ●
1026 CR1 No ● ● ●
1027 CR1 No ● ● ●
1028 CR1 No ● ● ●
1029 CR1 No ● ● ●
1030 CR1 No ● ● ●
1031 CR1 No ● ● ●
1032 CR1 No ● ● ●
1033 CR1 No ● ● ●
1034 CR1 No ● ● ●
1036 CR1 No ● ● ●
1037 CR1 No ● ● ●
1037.1 CR1 No ● ● ●
1037.2 CR1 No ● ● ●
1038 CR1 No ● ● ●
1039 CR1 No ● ● ●
1040 CR1 No ● ● ●
1042 CR1 No ● ● ●
1043 CR1 No ● ● ●
1117 CR1 No ● ● ●
1118 CR1 No ● ● ●
1119.2 CR1 No ● ● ●
1123 CR1 No ● ● ●
1125.2 CR1 No ● ● ●
1126.2 CR1 No ● ● ●
1128 CR1 No ● ● ●
1129 CR1 No ● ● ●
2018.1 CR1 No ● ● ●
2020.4 CR1 No ● ● ●
2020.5 CR1 No ● ● ●
2020.6 CR1 No ● ● ●
NO SCALE1DOOR ROUGH-IN AND WIRING DIAGRAM
2
2
2
2
2
2
2
1
2
2-Port Faceplate
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
1 2
43
4-Port Faceplate
1 2
43
5 6
IDENTIFICATION
IDENTIFICATION
6-Port Faceplate
PAIR 3
PAIR 1PAIR 2 PAIR 4
WO WGO BL WBL G WBRBR
1 32 4 5 6 7 8
ANSI/TIA/EIA T568BPIN/PAIR ASSIGNMENT
REFER TO SPECIFICATIONS FORIDENTIFICATION REQUIREMENTS (TYP.)
NUMBER INDICATESFACEPLATE POSITION(TYP.)
ARCHITECT OF RECORD
DEMONICA KEMPER ARCHITECTS
125 N. HALSTED STREET, SUITE 301
CHICAGO, IL 60661
P: 312.496.0000
KEY PLAN:
SHEET STATUS:
SHEET TITLE:
SHEET NUMBER:
DK
A P
RO
JE
CT
NO
:
1 2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
A
B
C
D
E
NO: DESCRIPTION: DATE:
STRUCTURAL & MEP/FP ENGINEERS
KJWW ENGINEERING
1100 WARRENVILLE ROAD, #400W
NAPERVILLE, IL 60563
T: 630.753.8553
FOOD SERVICE DESIGN CONSULTANTS
EF WHITNEY
568 ANN ST.
BIRMINGHAM, MI 48009
T: 248.644.0990
1 ADDENDUM 2 02/26/2016
JO
LIE
T J
UN
IOR
CO
LL
EG
E
214 N
OR
TH
OTTA
WA
ST
RE
ET
JO
LIE
T, IL
60432
14-0
25
T5.00
TECHNOLOGY
MATERIAL LIST
ISSUED FOR BID
02/18/2016
RE
NA
ISS
AN
CE
CE
NT
ER
RE
NO
VA
TIO
N
REFERENCE SCALE IN INCHES
0 1 2 3
ENGINEERINGCONSULTANTS
PROJECT #
630.527.2320 FAX: 630.527.2321www.kjww.com
1100 WARRENVILLE ROAD, SUITE 400WNAPERVILLE, ILLINOIS 60563
Illinois Design Firm Registration #184-000973
KJWW ENGINEERING RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATAARE THE EXCLUSIVE PROPERTY OF KJWW ENGINEERING AND SHALL NOT BE USEDOR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF KJWW ENGINEERING. © 2016 KJWW, P.C.
The FUTURE.Built SMARTER.
®
15.0765.00
THE MATERIAL LIST ABBREVIATIONS AND THE TECHNOLOGY EQUIPMENT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. EACH CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF QUANTITIES AND SHALL FURNISH ALL MATERIAL REQUIRED, WHETHER SPECIFIED OR NOT, TO PRODUCE A SATISFACTORY WORKINGSYSTEM.
CATALOG NUMBERS ARE NOT TO BE CONSIDERED COMPLETE BUT ARE GIVEN ONLY TO AID THE CONTRACTOR IN THE SEARCH FOR MATERIAL. NO MATERIAL SHALL BEORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. EACH CONTRACTOR SHALL FIRST READ THE COMPLETE DESCRIPTION OF THE MATERIAL ON THESE DRAWINGSAND SPECIFICATIONS. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. "STANDARD COLOR" INDICATES FACTORY FINISH AVAILABLE AT NO ADDITIONAL CHARGE.
GENERAL TECHNOLOGY EQUIPMENT SCHEDULE
AC-CR1-W CARD READER ROUGH-IN. FLUSH MOUNT ON WALL OR AS NOTED ON PLANS. ALL SECURITY ROUGH-INS SHALL HAVE (1)4" SQUARE BACKBOX WITH SINGLE GANG PLASTER RING. APPROPRIATE COVERPLATE, AND (1) 1" EMT CONDUIT TOABOVE ACCESSIBLE CEILING. HEADEND EQUIPMENT AND CONNECTIONS FOR ACCESS CONTROL SHALL BE LOCATED INHC-1. CARD READER ROUGH-IN SHALL BE MOUNTED AT 42" A.F.F. REFER TO 1/T4.00 FOR DOOR ROUGH-IN DETAIL FORMORE INFORMATION.
ROUGH IN ONLY
AC-CSS ACCESS CONTROL SECURITY SYSTEM ROUGH-IN. REFER TO 1/T4.00 FOR DOOR ROUGH-IN DETAIL FOR MOREINFORMATION.
ROUGH IN ONLY
AC-DC DOOR POSITION INDICATOR SWITCH, SPDT OR DPDT CONTACTS. 1" DIAMETER OF CONTACTS WITH STANDARD GAP. GE SECURITY 1076W
OR APPROVED EQUAL
AC-EDH ELECTRIC LOCKING HARDWARE, FURNISHED AND INSTALLED BY DOOR HARDWARE PROVIDER, CONTROLLED BY THESECURITY SYSTEM. REFER TO ARCHITECTURAL DOOR SCHEDULE FOR ADDITIONAL INFORMATION.
*
AC-LD-W ACCESS CONTROL DOOR LOCKDOWN DEVICE ROUGH-IN. INSTALL (1) 4" SQUARE BACKBOX WITH SINGLE GANG PLASTERRING. APPROPRIATE COVERPLATE, AND (1) 3/4" EMT CONDUIT TO ABOVE ACCESSIBLE CEILING.
ROUGH IN ONLY
AC-RTE PIR REQUEST TO EXIT MOTION DETECTOR, DOOR MONITOR WITH SOUNDER ALERT, ADJUSTABLE LATCH TIME,SELECTABLE FAIL SAFE/SECURE, ADJUSTABLE SOUNDER VOLUME, ACTIVATION LED, 12VDC OPERATION, SEQUENTIALLOGIC INPUT, TWO FORM C CONTACTS. CEILING MOUNTED OR WALL MOUNTED AT 84" AFF.
ROUGH IN ONLY
AV-RI-W TECHNOLOGY ROUGH-IN, HORIZONTALLY MOUNTED. ALL TECHNOLOGY ROUGH-INS SHALL HAVE (1) 4" SQUARE BACKBOXWITH DOUBLE GANG PLASTER RING UNLESS OTHERWISE NOTED, APPROPRIATE COVERPLATE, 1" EMT CONDUIT AND 3/4"EMT CONDUIT TO ACCESSIBLE CEILING OR AS PER NOTED IN PLANS.
*
IC-EP-W ROUGH-IN FOR FUTURE EMERGENCY PHONE. PROVIDE (1) 1" EMT CONDUIT TO ABOVE ACCESSIBLE CEILING.COORDINATE MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION.
ROUGH IN ONLY
SC-ER-1 2 POST EQUIPMENT RACK, 42 RU, 79"H x 20.3"W x 3"D STANDARD 19" MOUNTING SPACE, #12-24 THREADED MOUNTINGHOLES, DURABLE BLACK POWDER COAT FINISH, MEETS EIA-310-E REQUIREMENTS. 1000 lbs LOAD CAPACITY. UL LISTED.
PANDUIT R2P79
NO SUBSTITUTION
SC-ER-2 4 POST EQUIPMENT RACK, 45 RU, 84"H x 23.25"W x 30" D STANDARD 19" MOUNTING SPACE, #12-24 THREADED MOUNTINGHOLES, CURABLE BLACK POWDER COAT FINISH, MEETS EIA-310-E REQUIREMENTS. 2500 lbs LOAD CAPACITY. UL LISTED.PROVIDE WITH PANDUIT PRV8 VERTICAL WIRE MANAGER. PROVIDE WITH (2) RACK MOUNTED, METERED APC PDU'S.
APC AR3100TAA
NO SUBSTITUTION
SC-FDC-1 OPTICAL FIBER DISTRIBUTION CABINET, COMBINATION SHELF, HOLDS UPTO 24 FIBER, SLIDE OUT RAILS TO FACILITATEFRONT ACCESS, JUMPER TROUGHS IN CONNECTOR PANELS TO REDUCE MOUNTING SPACE, PROVIDE WITH CLAMP ANDGROUNDING KIT, COUPLING PANELS, LC CONNECTORS, COUPLINGS AND JUMPERS. REQUIRES (4) 1.75" MOUNTINGSPACES.
PANDUIT FRME 4
COMMSCOPE UNIPRISETEC
SC-GND-1 WALL-MOUNT GROUND BAR. 4" H X 12" L X 1/4" D COPPER, ELECTRICALLY ISOLATED BY INSULATORS INTEGRAL TOMOUNTING BRACKETS. PROVIDE UNIT CONFIGURED WITH SIXTEEN (16) SETS OF 5/16" HOLES SPACED 5/8" ON CENTER TOACCOMMODATE "A" SPACED TWO-HOLE COMPRESSION LUGS AND THREE (3) SETS OF 7/16" HOLES SPACED 1" ONCENTER TO ACCOMMODATE "C" SPACED TWO-HOLE COMPRESSION LUGS. ANSI/EIA/TIA-607 AND BICSI COMPLIANT. ULLISTED. REFER TO 1/T3.00 FOR ADDITIONAL INFORMATION.
PANDUIT GB4B0612TPI-1
CHATSWORTH PRODUCTSERICOHARGER
SC-HWM-1 HORIZONTAL WIRE MANAGEMENT, 3" X 3" RIGID FRONT FINGERS WITH FLEXIBLE RETENTION TABS, REMOVABLE FRONTCOVER HINGES. INTEGRAL BEND RADIUS CONTROL. PASS THROUGH HOLES ALLOW FRONT TO REAR CABLING. REQUIRES(2) 1.75" MOUNTING SPACES.
PANDUIT WMPH2E
COMMSCOPE UNIPRISETEC
SC-IO-C INFORMATION OUTLET, CEILING MOUNT, 2, 4 PORT COVERPLATE AS INDICATED ON DRAWINGS,REFER TO INFORMATIONOUTLET SCHEDULE ON SHEET T0.00 FOR DETAILS.
" # " INDICATES INFORMATION OUTLET FACEPLATE CONFIGURATION AS INDICATED ON THE PLANS. REFER INFORMATIONOUTLET SCHEDULE ON SHEET T0.00 FOR DETAILS.
INSTALL INFORMATION OUTLET IN A 4" SQUARE BACKBOX WITH A SINGLE GANG PLASTER RING. INSTALL A 1" EMTCONDUIT TO ABOVE ACCESSIBLE CEILING. PROVIDE REMOVABLE BLANK INSERTS FOR UNUSED PORTS (PANDUIT CMB).
COVERPLATE:PANDUIT CFP2IW
JACK:PANDUIT(CAT6) CJ688TGIW
SC-IO-W INFORMATION OUTLET, WALL MOUNT, 2, 4, 6-PORT COVERPLATE AS INDICATED ON DRAWINGS,REFER TO INFORMATIONOUTLET SCHEDULE ON SHEET T0.00 FOR DETAILS.
" # " INDICATES INFORMATION OUTLET FACEPLATE CONFIGURATION AS INDICATED ON THE PLANS. REFER INFORMATIONOUTLET SCHEDULE ON SHEET T0.00 FOR DETAILS.
INSTALL INFORMATION OUTLET IN A 4" SQUARE BACKBOX WITH A SINGLE GANG PLASTER RING. INSTALL A 1" EMTCONDUIT TO ABOVE ACCESSIBLE CEILING. PROVIDE REMOVABLE BLANK INSERTS FOR UNUSED PORTS (PANDUIT CMB).
COVERPLATE:PANDUIT CFP2IW CFP4IW CFPE6IWY
JACK:PANDUIT(CAT6) CJ688TGIW
SC-LR-1 LADDER RACK, 18" W TUBULAR STEEL CONSTRUCTION, RUST RESISTANT ENAMEL FINISH, REMOVE SHARP BURRS FROMLADDER RACK AND REPAINT ALL AREAS THAT HAVE BEEN FIELD MODIFIED, CUT OR EXPOSED. U.L. LISTED.
HOMACO INC. TR10-18
CHATSWORTH PRODUCTSB-LINE
SC-MPP-1 MODULAR PATCH PANEL, 48 MODULAR RJ-45 TERMINATIONS, MOUNTS DIRECTLY TO EIA/TIA STANDARD 19" RELAY RACK,PORT IDENTIFICATION NUMBERS, PROVIDED WITH COLOR CODING AND LABEL HOLDER KITS, U.L. LISTED. REQUIRES (2)1.75" MOUNTING SPACES.
PANDUIT CAT 6: DP48688TGY
COMMSCOPE UNIPRISETEC
SC-RI-W TECHNOLOGY ROUGH-IN, HORIZONTALLY MOUNTED. ALL TECHNOLOGY ROUGH-INS SHALL HAVE (1) 4" SQUARE BACKBOXWITH SINGLE GANG PLASTER RING UNLESS OTHERWISE NOTED, APPROPRIATE COVERPLATE AND 3/4" EMT CONDUIT TOACCESSIBLE CEILING OR AS PER NOTED IN PLANS.
*
SC-TTB TELECOMMUNICATIONS TERMINAL BOARD, 4' X 8' X 3/4" A-C GRADE FIRE-RATED PLYWOOD. EXPOSED SIDE SHALL BESMOOTH. MOUNT VERTICALLY WITH TOP OF PLYWOOD AT 8'6" A.F.F
*
SC-VWM-1 VERTICAL WIRE MANAGER, 83"H X 4.9"W X 12"D. INCLUDES HINGED COVERS, CABLE RETAINERS, MOUNTING BRACKETSAND #12-24 SCREWS. BLACK POWDER COATED.
PANDUIT WMPV45E
SC-WP-W INFORMATION OUTLET, WALL PHONE. PROVIDE (1) RJ-45 JACK FOR VOICE AT +48" AFF FOR WALL HUNG PHONE. PROVIDEWITH STAINLESS STEEL FACEPLATE, MATING LUGS.
INSTALL INFORMATION OUTLET IN A 4" SQUARE BACKBOX WITH A SINGLE GANG PLASTER RING. INSTALL A 3/4" EMTCONDUIT TO NEAREST ACCESSIBLE CEILING.
COVERPLATE:PANDUIT KWP6PY
JACK:PANDUITCAT 6 CJ688TGIW
NO SUBSTITUTION
2. CONTRACTOR SHALL TERMINATE CABLES ON 8P8C RJ-45 PLUG FOR DIRECT CONNECTION TO FUTURE CCTV CAMERA. PROVIDE20' SLACK AT NEAREST CABLE SUPPORT FOR POSSIBLE RELOCATION BY OWNER.
1. LOCATION OF FUTURE OR OWNER PROVIDED WIRELESS ACCESS POINT. PROVIDE A 20' SLACK COIL AT THE NEAREST CABLESUPPORT FOR POSSIBLE RELOCATION AFTER WIRELESS SURVEY.
SCHEDULE NOTES:
2. REFER TO SPECIFICAITONS SECTION 27 05 53 FOR ADDITIONAL INFORMATION ON LABELING REQUIREMENTS. BLANK BLANK FILLER MODULE
1. PROVIDE REMOVABLE BLANK INSERT(S) FOR ALL UNUSED PORTS. DATA CAT 6 RJ-45
NOTES: LEGEND
SINGLE GANG WALLPLATES
INFORMATION OUTLET SCHEDULE
CONFIGURATION FA
CE
PL
AT
E P
OR
TS
FACEPLATE PORT IDENTIFICATION
NOTESPO
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1 J
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2 J
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3 J
AC
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4 J
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5 J
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6 J
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C1 2 DATA BL
C1-C 0 DATA 2.
C2 2 DATA DATA
C2-WAP DATA DATA 1.
C3 4 DATA DATA DATA BL
C6 6 DATA DATA DATA DATA DATA DATA
2
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