Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 ›...

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Page 1 of 6 Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College 1215 Houbolt Road Joliet, IL 60431 TO: Prospective Respondents SUBJECT: Addendum No. 2 PROJECT NAME: Renaissance Center Interior Renovations JJC PROJECT NO.: B16008 This Addendum forms a part of the Bidding and Contract Documents and modifies the original bidding document as posted on the JJC website. Acknowledge receipt of this addendum as instructed on the last page. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. ADDENDA TO THE PROJECT MANUAL: 1. Section 12 24 13 – ROLLER WINDOW SHADES A. REMOVE article 1.3‐B‐1 in its entirety. 2. Section 23 05 05 ‐ HVAC DEMOLITION FOR REMODELING A. ADD the following as paragraph 3.3J Properly reclaim and dispose of all refrigerant in demolished equipment and as required for extension of existing equipment. ADDENDA TO THE DRAWINGS: 1. Architectural Drawings A. AD1.11, AD2.11, AD9.01, A9.01, A9.02, A9.03, A11.21: REPLACE sheets in their entirety with those attached. B. Sheet AD1.21: REVISE detail 1 per attached sketch AD12101. C. Sheet AD2.21: REVISE detail 1 per attached sketch AD22101. D. Sheet AD4.01: REVISE detail 1 note to read “EXISTING SCUPPER TO REMAIN. EXISTING DOWNSPOUT TO BE REMOVED AND REPLACED – SEE NEW WORK ELEVATION AND CIVIL DRAWINGS.”

Transcript of Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 ›...

Page 1: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

     

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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.”

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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

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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.

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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.

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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

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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

Page 7: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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

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

Page 8: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 9: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 10: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 11: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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1 2 3 4 5 6

1 2 3 4 5 6

A

B

C

D

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D

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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

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CO

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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

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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

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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

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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

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214 N

OR

TH

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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

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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

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EG

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214 N

OR

TH

OT

TA

WA

ST

RE

ET

JO

LIE

T, I

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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

Page 15: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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TH

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TA

WA

ST

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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

Page 16: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 17: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 18: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 19: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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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

Page 20: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

Page 21: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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.

Page 22: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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.

Page 23: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

CSS

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

C1

LD LD

LD

CSS

CR1

CSS

CR

1

CSS CR1

CS

S

CR

1

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.

Page 24: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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.

Page 25: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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CR

ED

EN

TIA

L R

EA

DE

RS

OP

ER

AT

ES

SIN

GL

E D

OO

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OP

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LT

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WIR

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ES

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AU

TO

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DO

OR

OP

ER

AT

OR

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AT

OR

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ED

BY

EM

ER

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NC

Y D

UR

ES

S S

EQ

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NC

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INF

AN

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RO

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ION

RE

MO

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VIA

IN

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RC

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MA

ST

ER

INT

RU

SIO

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EC

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N

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MO

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UN

LO

CK

VIA

FIR

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OM

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ND

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NT

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VID

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SU

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EIL

LA

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E

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ND

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PR

EV

EN

TIO

N S

YS

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INT

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RIF

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PU

SH

BU

TT

ON

OV

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BY

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)

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BA

SE

D L

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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

Page 26: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College

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

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TECHNOLOGY

MATERIAL LIST

ISSUED FOR BID

02/18/2016

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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

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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

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FACEPLATE PORT IDENTIFICATION

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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

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Page 30: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College
Page 31: Addendum No. 2 - Joliet Junior College › sites › default › files › Purchasing › FY2016 › B16… · Addendum No. 2 Page 1 of 6 DATE: February 26, 2016 Joliet Junior College